Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel...

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RESEARCH REPORT No VTT-R-03124-06 31.3.2006 Compaction methods of the tunnel backfill material Authors Leena Korkiala-Tanttu, Jouko Ritola Confidentiality: Confidential

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RESEARCH REPORT No VTT-R-03124-06 3132006

Compaction methods of the tunnel backfill material Authors Leena Korkiala-Tanttu Jouko Ritola

Confidentiality Confidential

RESEARCH REPORT VTT-R-03124-06

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Reportrsquos title Compaction methods of the tunnel backfill material

Customer contact person address Order reference Posiva Oy 27160 OLKILUOTO

Project name Project number Short name

Author(s) Pages Leena Korkiala-Tanttu 24

Key words Report identification code tunnel backfill compaction displacement method VTT-R-03124-06

Abstract VTT Building and Transport has studied ideas how the repository tunnel backfill can be compacted

to the high compaction degree The tunnel backfill material has a very strict requirement for the hydraulic conductivity in long term (k le 1middot10

-10 ms) The aim of the research was to find suitable method to compact the upper part of the repository tunnel backfill In the beginning a short feasibility study of the five possible methods was done The study showed that the most promising method was displacement piling technique The piling method was studied in details to find out its usability

The displacement piling method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The backfilling and piling method together could probably meat the work efficiency target which is five metres of ready tunnel backfilling per day

The displacement method is possible to execute but it needs development of the production method and equipment The most important issues to be developed are the rig which will be added to the driving jumbo basement a removable hydraulic hammer together with the choose of the piling material steel pipe filling method the lifter and conveying machine for the piles including reeler and the reinforcement of the layered fill Confidentiality Confidential

In Espoo 31032006

Signatures

Leena Korkiala-Tanttu Research scientist

Jouko Toumlrnqvist Technology manager

VTTrsquos contact address

VTT PL 1000 020440 VTT Distribution (customer and VTT)

The use of the name of the Technical Research Centre of Finland (VTT) in advertising or publication in part of

this report is only permissible by written authorisation from the Technical Research Centre of Finland

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Contents 1 Introduction 3

11 Backfill material and its requirements 4

2 The compaction methods 5

21 Shotcrete techniques 5

22 Displacement method 7

23 Vibratory plate method 8

24 Compression method 9

25 Vertical seal walls 10

3 Displacement method - a detailed study 12

31 General properties of the displacement piles 12

32 Reinforcement of the layered fill 14

33 Piling machine 15

34 Driving method 16

35 Vibration method 16

36 Compression method 17

37 Convey of the piles 17

38 Work efficiency 17

39 Cost estimations 18

310 VTTs proposal for the method 20

4 Quality control methods 21

5 Conclusions and proposals for further studies 22

6 References 23

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1 Introduction VTT Building and Transport has studied ideas how the repository tunnel backfill can be compacted to the high compaction degree The tunnel backfill material has a very strict requirement for the hydraulic conductivity in long term (k le 1middot10

-10 ms) The aim of the

research was to find suitable method to compact the upper part of the repository tunnel backfill In the beginning a short feasibility study of the possible methods was done After that the research concentrated on the most promising method displacement piling technique The research includes following tasks

compaction piling method what kind of driving technique can be used in piling of horizontal piles

compaction piling what kind of piling materials are possible

compaction piling what are the technical requirements of the construction technique (how long the piles should be etc)

how the method should be developed to make it available in tunnel conditions

how the filling materials should be placed in order to get it as compact as possible in the beginning

a description of compaction method

The VTT working group consisted of people with large experiences in geotechnical and rock engineering technologies as well as concrete technology The members of the working group were Markku Tuhola Jouko Toumlrnqvist Jouko Ritola Kalervo Orantie and Leena Korkiala-Tanttu

The research started with a short feasibility study of the possible compaction techniques It included following compaction techniques

1 shotcrete techniques for placing the materials to the upper part of the tunnel

2 displacement method where some permanent elements is driven into the fill to compact the surroundings

3 vibratory plates

4 compression method

5 vertical seal walls with low local conductivity

A SWOT (SWOT = Strengths Weaknesses Opportunities and Threats) analysis was made on each method which based on the information VTTs experts at the beginning of the project Based on the analysis and Posivas opinion displacement method was chosen to be studied more detailed According to the preliminary plans the working efficiency of the backfilling should be approximately 5 meter of ready filled tunnel per day

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11 Backfill material and its requirements

The Posiva working report series report Effect of material parameters on the compactibility of the backfill materials by P Keto P Kuula-Vaumlisaumlnen amp J Ruuskanen (2005) presents the requirements for the backfill material The backfill material should consist of the 30 of bentonite and 70 of crushed rock with maximum grain size of about 10 mm In order to achieve the low hydraulic conductivity requirement the material should be compacted to dry density of 1750-1850 kgm3 (Gunnarsson et al 2006) This means that an average degree of compaction requirement for the backfill material is about 90 According to Proctor compaction test the water content at compaction should be between 11125 The technical properties of the well-compacted filling material are according to Boumlrgesson (2001) and IVO (1990)

compression modulus 1655 MPa

friction angle 1724deg

cohesion 80150 kNm2

More functional requirements of backfill are presented for example in Gunnarsson et al (2004) Hydraulic conductivity should be low in order to prevent pathways for groundwater and radionuclides Swelling pressure is needed to achieve tight contact with tunnel walls and function indicator The target value of swelling pressure is about 200 kPa (Gunnarsson et al 2006) A low compressibility of the backfill material is important due it the upward swelling pressure of the buffer material Other requirements related to technical feasibility should be taken into account in the design of the backfill concept Another problem is also the interaction between the different materials used for engineered barriers Possible harmful effects should be avoided and they are restricting the choice of the materials The backfilling should be done straight after the deposition in order to prevent upward swelling of buffer to the open space above That is the main reason for selection of in situ compaction in inclined layers With this method the space above the hole can be quickly backfilled from floor to roof Also other practical reasons favour the in situ compaction in inclined layers The reasons are following the sensitivity for inflowing water is better and the adequate compaction results can be achieved in conditions when salinity of groundwater does not exceed 10 gl

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2 The compaction methods In the study the lower part of the deposition tunnels are expected to be backfilled in horizontal or near horizontal layers The lower part of the tunnel is backfilled and compacted layer by layer to the height of 3032 meter with the compaction techniques similar to the pavement or waste tip The assumption is that the required degree of compaction can be achieved with the methods The length of the area compacted at a time can vary The better quality can be achieved if the maximum backfill length can be used This means that the compaction is more even and as few as possible joint areas emerge A reasonable length of the backfill would be 30 m40 m The lower part of tunnel can be done to the height of about 3 meters (Figure 2) because compaction machines need at least 12 meters space above the topmost surface When estimating the suitability of whole concept also the lower part should be taken into the consideration In the study the suitability of five different backfilling methods of the upper part of the deposition tunnel has been examined Two of the methods can also be applied for the whole tunnel profile

21 Shotcrete techniques

The upper part of the tunnel is filled and compacted in the same time with shotcrete technique or centrifugal spray techniques In both cases the filling should be done in thin layers moving from the bottom to upwards The work is continuous even though done in thin layers The spray application technique can reach dry densities to about 16 tm3 That kind of machinery is used for backfilling of mine tunnels This method is one option to install the material to the upper part of the deposition tunnel and thereafter the rate of compaction is increased for example with displacement technique

4 4 m

Max 3032 m

Shot crete

Length 1030 m

Figure 1 The principle of the shotcrete techniques

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The backfill material can be modified together with the development of the machinery to achieve as good compaction quality as possible The bentonite spraying machine should be quite small and the backfill material has to be transported to the tunnel endings with some kind of pumping techniques or belt conveyor

Table 1 SWOT analysis of modified shotcrete techniques

Strengths Basic techniques are known

Does not depend on the shape of the tunnel

Basic machines are available

Filling can be done in quite steep layers

Weaknesses The compaction result is probably under the requirements

May need some additional compaction afterwards

Shotcrete technique needs compression air

The unevenness of the roof may cause problems

Opportunities Compaction can be made in longer laps

Threats Is the compaction result good enough

Can the shotcrete machine work in low and long tunnel endings

How does the material work in the shotcrete machine

Will there be much rebound material

Does the material fix to the previously processed layer

Layered backfill material

1400

3000

3500

2650

1750

R =1750

Figure 2 The cross section of the repository tunnel and layered backfill

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22 Displacement method

The displacement method is an additional method to improve compaction of previously filled material The principle of the method is to drive compress rotate or vibrate (or a mixture of those) stiff piles to the filled material in horizontal direction (Figure 3) The piles displace the filling material and in the mean time the material around compacts Other possibility is to compress a steel pile to the filled material and fill steel pipe later with the backfill material In both cases the piles can not be very long (810 m) and the piling machine needs the total height of the tunnel so also the horizontally layered backfill material fill has to be done in short cuts

The displacement method needs a lot of machinery development because most of the piling machines do use gravitation as the driving force of the pile Drilling rigs and boring jumbos which can work also in horizontal direction are available but they are planned for small pile or anchor diameters

Figure 3 The principle of the displacement method

Table 2 SWOT analysis of displacement method

Strengths Can be used as to achieve higher degrees of compaction The shape of tunnel does not affect to the result

Weaknesses Short working cuts A lot of development is needed for the machinery and method Horizontal directing of the pile needs more development

Opportunities Can be used as an additional compaction method Threats Is the work efficient enough

Compaction is not even in every place of tunnel Reinforcement is needed for the layered filling Will there be problems with the long-term durability of the pile materials The threat of the generation of corrosion gases in long-term

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24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

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24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

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25 Vertical seal walls

A vertical seal wall method can be done in many ways Here are presented two different alternatives how to apply the idea In the first alternative the idea is to compact lower part of the tunnel to final requirement of density The upper part of tunnel is filled with shotcrete spray application or centrifugal blasting spraying method So the compaction of the upper part does not fulfil the required density of the final backfill One working cut can be quite long about 3040 m Once the one cut is filled with backfill material a vertical sealing wall is constructed to the end of the cut The seal wall consists of two concrete walls in the middle of which pure bentonite is pressed through tubes in the outer wall

The idea is to have sealing walls which hydraulic conductivity is very low between cuts So the hydraulic conductivity is not even but varies in different part of tunnel The total conductivity is a function of the conductivity of the lower upper fillings and seal wall The drying of the concrete takes same time which makes the working time of one cut longer The degradation of the concrete may affect the function of the system in long-term

An other alternative is attach injection tubes to the tunnel roof fill the upper part of tunnel with shot crete spray application or centrifugal blasting spraying method and after the construction of a concrete wall to injection mass through the tubes to upper part of the tunnel (Figure 6) In this case the idea of the concrete wall is hinder the hydraulic pressure of the injection mass With this method it is possible to achieve more even compaction result also in the upper part of the tunnel However the bentonite - crushed rock aggregate mixture maybe can be used as injection mass but the maximum grain size has to be checked and also the water content has to be higher so that hydraulic pressure is possible

Concrete wall

One working cut 3040 m

Upper part is filled with shot crete or centrifugal blasting technique

Injection tubes are attached to the roof injection is done through them

Figure 6 The principle of the vertical seal wall

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Table 5 SWOT analysis of vertical seal walls

Strengths Simple and efficient method

Not much equipment is needed

Can be done in longer cuts

The contact of the filling material with roof can be secured

Compaction can be secured with sealing walls

Injection can be done later and even couple of shifts

Weaknesses Concrete walls drying takes its time

The composition of injection mass is a problem

the quality of the compaction can not easily controlled

Long-term safety issues

Opportunities Can easily be modified to even more alternatives

Injection method (alt 2) can be blended with other methods

Threats Can bentonite be filled between walls good enough

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3 Displacement method - a detailed study

31 General properties of the displacement piles

The length of the piles is 7898 metres and the working shift is 200 mm longer than that The diameter of each pile can be something between 200250 mm In the case of driven piles the cross section can also be squared with an area of 250 x 250 mm

2 The resisting force for Φ

= 220 mm pile can be estimated to be about 5060 kN if the pile is 8 meter long The resisting force has been calculated from the generally known bearing capacity equations (for example RIL 212-1995 Suurpaalutusohje 1995) The bearing capacity theories have been conducted to the cases of vertical piles Thus it is probable that they give too small resisting force

In displacement method it is important that the piles are driven in a mixed order In the beginning about every fourth pile is driven and then the remaining piles are driven in mixed order Figure 7 presents a cross section of a tunnel fill and a principle of the driving sequence

Figure 7 The cross section of the repository tunnel and layered backfill

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The used piles can be shorter (about 5 metre) and then two piles can be joined together with one joint (for example Leimets standard joints for concrete piles) The pile can also be equipped with a designed head part to reduce the resistant force About 1823 piles cross section is needed to reach the target density of 19 tnm3 (table 5) The amount of piles B has been calculated with equation 1

⎟⎟⎠

⎞⎜⎜⎝

⎛minussdot= 1

1

2

ρρ

pile

tunnel

AA

B

where ρ2 target density 19 tm3

ρ1 evaluated density of the filling 16 tm3

Atunnel cross section of the tunnel 467 m2

A pile cross section of a pile m2

Piles can be compressed vibrated drilled or driven into backfill material A stencil is needed because the placements of the piles have to be quite strict Some characteristic values for the piles are presented in table 5 The resisting force is calculated from the bearing capacity equations The weight of the steel pipe piles includes only the weight of the steel pipe

Table 5 Some characteristic values of the piles

Pile material Diameter mm Amount weight kg

(L=10 m)

Resisting force kN (L=10 m)

Steel concrete 220 23 950 52

Steel concrete 250 18 1227 65

Steel concrete square 250 x 250 14 1563 90

Steel pipe 220 23 247 52

Steel pipe 250 18 283 65

The displacement piling disturbs the surround material significantly through displacements and vibration Therefore it is important to find out how the backfill material behaves under the driving process To model this a modified test was conducted in VTTs laboratory The test resembled standard Proctor test procedure but the main interest was to follow how the material behaves The tested material had 30 bentonite 70 crushed rock and water content was 12 After the test the sample was split Figure 8 illustrates a split sample after the test No water was noticed to separate during driving or afterwards Some condensation of the bentonite was noticed from the split sample Yet this condensation is quite uniform and the main reason for it is inadequate mixing The sample has attached very tightly against the

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Proctor moulds wall and during the splitting it cracked (Fig8 horizontal crack) The test results suggest that there will not be big problems of the material disturbance during pile driving Yet the material seemed to be quite fragile So there might be small local cracking in the front cutting

Figure 8 A split sample after driving test

32 Reinforcement of the layered fill

The driving vibration or compression of the piles causes displacement in the surrounding fill Thus it is very probable that the previously filled material can collapse down from the facing slope To avoid this the upper part of the layered fill has to be reinforced Reinforcement can either be a glass fibre mat or steel grid Usually glass fibre reinforcements are composites with both glass fibre and polymers While the organic materials are forbidden to use the reinforcement should be made from glass fibre only Pure glass fibre reinforcement is not a standard product but some manufacturers for example Polyfelt GesmbH have a possibility to produce it There is not much experience on the pure glass fibre reinforcements but probably they are slippery and not easy to handle

Reinforcement can also be done with standard steel grids used in road construction The standard steel grid is for example B500H -56-2001500 and the steel type is B500H The steel rods are 5 and 6 mm and the openings are 200 mm and 150 mm respectively The steel

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grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

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34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

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36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

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The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

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Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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3132006httpwwwputzmeisterdegbproduktebpautotypenm16asp

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

Page 2 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

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085

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

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Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

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Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

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Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

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Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

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Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

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CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

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Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

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Page 2: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

1 (24)

Reportrsquos title Compaction methods of the tunnel backfill material

Customer contact person address Order reference Posiva Oy 27160 OLKILUOTO

Project name Project number Short name

Author(s) Pages Leena Korkiala-Tanttu 24

Key words Report identification code tunnel backfill compaction displacement method VTT-R-03124-06

Abstract VTT Building and Transport has studied ideas how the repository tunnel backfill can be compacted

to the high compaction degree The tunnel backfill material has a very strict requirement for the hydraulic conductivity in long term (k le 1middot10

-10 ms) The aim of the research was to find suitable method to compact the upper part of the repository tunnel backfill In the beginning a short feasibility study of the five possible methods was done The study showed that the most promising method was displacement piling technique The piling method was studied in details to find out its usability

The displacement piling method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The backfilling and piling method together could probably meat the work efficiency target which is five metres of ready tunnel backfilling per day

The displacement method is possible to execute but it needs development of the production method and equipment The most important issues to be developed are the rig which will be added to the driving jumbo basement a removable hydraulic hammer together with the choose of the piling material steel pipe filling method the lifter and conveying machine for the piles including reeler and the reinforcement of the layered fill Confidentiality Confidential

In Espoo 31032006

Signatures

Leena Korkiala-Tanttu Research scientist

Jouko Toumlrnqvist Technology manager

VTTrsquos contact address

VTT PL 1000 020440 VTT Distribution (customer and VTT)

The use of the name of the Technical Research Centre of Finland (VTT) in advertising or publication in part of

this report is only permissible by written authorisation from the Technical Research Centre of Finland

RESEARCH REPORT VTT-R-03124-06

2 (24)

Contents 1 Introduction 3

11 Backfill material and its requirements 4

2 The compaction methods 5

21 Shotcrete techniques 5

22 Displacement method 7

23 Vibratory plate method 8

24 Compression method 9

25 Vertical seal walls 10

3 Displacement method - a detailed study 12

31 General properties of the displacement piles 12

32 Reinforcement of the layered fill 14

33 Piling machine 15

34 Driving method 16

35 Vibration method 16

36 Compression method 17

37 Convey of the piles 17

38 Work efficiency 17

39 Cost estimations 18

310 VTTs proposal for the method 20

4 Quality control methods 21

5 Conclusions and proposals for further studies 22

6 References 23

RESEARCH REPORT VTT-R-03124-06

3 (24)

1 Introduction VTT Building and Transport has studied ideas how the repository tunnel backfill can be compacted to the high compaction degree The tunnel backfill material has a very strict requirement for the hydraulic conductivity in long term (k le 1middot10

-10 ms) The aim of the

research was to find suitable method to compact the upper part of the repository tunnel backfill In the beginning a short feasibility study of the possible methods was done After that the research concentrated on the most promising method displacement piling technique The research includes following tasks

compaction piling method what kind of driving technique can be used in piling of horizontal piles

compaction piling what kind of piling materials are possible

compaction piling what are the technical requirements of the construction technique (how long the piles should be etc)

how the method should be developed to make it available in tunnel conditions

how the filling materials should be placed in order to get it as compact as possible in the beginning

a description of compaction method

The VTT working group consisted of people with large experiences in geotechnical and rock engineering technologies as well as concrete technology The members of the working group were Markku Tuhola Jouko Toumlrnqvist Jouko Ritola Kalervo Orantie and Leena Korkiala-Tanttu

The research started with a short feasibility study of the possible compaction techniques It included following compaction techniques

1 shotcrete techniques for placing the materials to the upper part of the tunnel

2 displacement method where some permanent elements is driven into the fill to compact the surroundings

3 vibratory plates

4 compression method

5 vertical seal walls with low local conductivity

A SWOT (SWOT = Strengths Weaknesses Opportunities and Threats) analysis was made on each method which based on the information VTTs experts at the beginning of the project Based on the analysis and Posivas opinion displacement method was chosen to be studied more detailed According to the preliminary plans the working efficiency of the backfilling should be approximately 5 meter of ready filled tunnel per day

RESEARCH REPORT VTT-R-03124-06

4 (24)

11 Backfill material and its requirements

The Posiva working report series report Effect of material parameters on the compactibility of the backfill materials by P Keto P Kuula-Vaumlisaumlnen amp J Ruuskanen (2005) presents the requirements for the backfill material The backfill material should consist of the 30 of bentonite and 70 of crushed rock with maximum grain size of about 10 mm In order to achieve the low hydraulic conductivity requirement the material should be compacted to dry density of 1750-1850 kgm3 (Gunnarsson et al 2006) This means that an average degree of compaction requirement for the backfill material is about 90 According to Proctor compaction test the water content at compaction should be between 11125 The technical properties of the well-compacted filling material are according to Boumlrgesson (2001) and IVO (1990)

compression modulus 1655 MPa

friction angle 1724deg

cohesion 80150 kNm2

More functional requirements of backfill are presented for example in Gunnarsson et al (2004) Hydraulic conductivity should be low in order to prevent pathways for groundwater and radionuclides Swelling pressure is needed to achieve tight contact with tunnel walls and function indicator The target value of swelling pressure is about 200 kPa (Gunnarsson et al 2006) A low compressibility of the backfill material is important due it the upward swelling pressure of the buffer material Other requirements related to technical feasibility should be taken into account in the design of the backfill concept Another problem is also the interaction between the different materials used for engineered barriers Possible harmful effects should be avoided and they are restricting the choice of the materials The backfilling should be done straight after the deposition in order to prevent upward swelling of buffer to the open space above That is the main reason for selection of in situ compaction in inclined layers With this method the space above the hole can be quickly backfilled from floor to roof Also other practical reasons favour the in situ compaction in inclined layers The reasons are following the sensitivity for inflowing water is better and the adequate compaction results can be achieved in conditions when salinity of groundwater does not exceed 10 gl

RESEARCH REPORT VTT-R-03124-06

5 (24)

2 The compaction methods In the study the lower part of the deposition tunnels are expected to be backfilled in horizontal or near horizontal layers The lower part of the tunnel is backfilled and compacted layer by layer to the height of 3032 meter with the compaction techniques similar to the pavement or waste tip The assumption is that the required degree of compaction can be achieved with the methods The length of the area compacted at a time can vary The better quality can be achieved if the maximum backfill length can be used This means that the compaction is more even and as few as possible joint areas emerge A reasonable length of the backfill would be 30 m40 m The lower part of tunnel can be done to the height of about 3 meters (Figure 2) because compaction machines need at least 12 meters space above the topmost surface When estimating the suitability of whole concept also the lower part should be taken into the consideration In the study the suitability of five different backfilling methods of the upper part of the deposition tunnel has been examined Two of the methods can also be applied for the whole tunnel profile

21 Shotcrete techniques

The upper part of the tunnel is filled and compacted in the same time with shotcrete technique or centrifugal spray techniques In both cases the filling should be done in thin layers moving from the bottom to upwards The work is continuous even though done in thin layers The spray application technique can reach dry densities to about 16 tm3 That kind of machinery is used for backfilling of mine tunnels This method is one option to install the material to the upper part of the deposition tunnel and thereafter the rate of compaction is increased for example with displacement technique

4 4 m

Max 3032 m

Shot crete

Length 1030 m

Figure 1 The principle of the shotcrete techniques

RESEARCH REPORT VTT-R-03124-06

6 (24)

The backfill material can be modified together with the development of the machinery to achieve as good compaction quality as possible The bentonite spraying machine should be quite small and the backfill material has to be transported to the tunnel endings with some kind of pumping techniques or belt conveyor

Table 1 SWOT analysis of modified shotcrete techniques

Strengths Basic techniques are known

Does not depend on the shape of the tunnel

Basic machines are available

Filling can be done in quite steep layers

Weaknesses The compaction result is probably under the requirements

May need some additional compaction afterwards

Shotcrete technique needs compression air

The unevenness of the roof may cause problems

Opportunities Compaction can be made in longer laps

Threats Is the compaction result good enough

Can the shotcrete machine work in low and long tunnel endings

How does the material work in the shotcrete machine

Will there be much rebound material

Does the material fix to the previously processed layer

Layered backfill material

1400

3000

3500

2650

1750

R =1750

Figure 2 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

7 (24)

22 Displacement method

The displacement method is an additional method to improve compaction of previously filled material The principle of the method is to drive compress rotate or vibrate (or a mixture of those) stiff piles to the filled material in horizontal direction (Figure 3) The piles displace the filling material and in the mean time the material around compacts Other possibility is to compress a steel pile to the filled material and fill steel pipe later with the backfill material In both cases the piles can not be very long (810 m) and the piling machine needs the total height of the tunnel so also the horizontally layered backfill material fill has to be done in short cuts

The displacement method needs a lot of machinery development because most of the piling machines do use gravitation as the driving force of the pile Drilling rigs and boring jumbos which can work also in horizontal direction are available but they are planned for small pile or anchor diameters

Figure 3 The principle of the displacement method

Table 2 SWOT analysis of displacement method

Strengths Can be used as to achieve higher degrees of compaction The shape of tunnel does not affect to the result

Weaknesses Short working cuts A lot of development is needed for the machinery and method Horizontal directing of the pile needs more development

Opportunities Can be used as an additional compaction method Threats Is the work efficient enough

Compaction is not even in every place of tunnel Reinforcement is needed for the layered filling Will there be problems with the long-term durability of the pile materials The threat of the generation of corrosion gases in long-term

RESEARCH REPORT VTT-R-03124-06

9 (24)

24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

RESEARCH REPORT VTT-R-03124-06

9 (24)

24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

RESEARCH REPORT VTT-R-03124-06

10 (24)

25 Vertical seal walls

A vertical seal wall method can be done in many ways Here are presented two different alternatives how to apply the idea In the first alternative the idea is to compact lower part of the tunnel to final requirement of density The upper part of tunnel is filled with shotcrete spray application or centrifugal blasting spraying method So the compaction of the upper part does not fulfil the required density of the final backfill One working cut can be quite long about 3040 m Once the one cut is filled with backfill material a vertical sealing wall is constructed to the end of the cut The seal wall consists of two concrete walls in the middle of which pure bentonite is pressed through tubes in the outer wall

The idea is to have sealing walls which hydraulic conductivity is very low between cuts So the hydraulic conductivity is not even but varies in different part of tunnel The total conductivity is a function of the conductivity of the lower upper fillings and seal wall The drying of the concrete takes same time which makes the working time of one cut longer The degradation of the concrete may affect the function of the system in long-term

An other alternative is attach injection tubes to the tunnel roof fill the upper part of tunnel with shot crete spray application or centrifugal blasting spraying method and after the construction of a concrete wall to injection mass through the tubes to upper part of the tunnel (Figure 6) In this case the idea of the concrete wall is hinder the hydraulic pressure of the injection mass With this method it is possible to achieve more even compaction result also in the upper part of the tunnel However the bentonite - crushed rock aggregate mixture maybe can be used as injection mass but the maximum grain size has to be checked and also the water content has to be higher so that hydraulic pressure is possible

Concrete wall

One working cut 3040 m

Upper part is filled with shot crete or centrifugal blasting technique

Injection tubes are attached to the roof injection is done through them

Figure 6 The principle of the vertical seal wall

RESEARCH REPORT VTT-R-03124-06

11 (24)

Table 5 SWOT analysis of vertical seal walls

Strengths Simple and efficient method

Not much equipment is needed

Can be done in longer cuts

The contact of the filling material with roof can be secured

Compaction can be secured with sealing walls

Injection can be done later and even couple of shifts

Weaknesses Concrete walls drying takes its time

The composition of injection mass is a problem

the quality of the compaction can not easily controlled

Long-term safety issues

Opportunities Can easily be modified to even more alternatives

Injection method (alt 2) can be blended with other methods

Threats Can bentonite be filled between walls good enough

RESEARCH REPORT VTT-R-03124-06

12 (24)

3 Displacement method - a detailed study

31 General properties of the displacement piles

The length of the piles is 7898 metres and the working shift is 200 mm longer than that The diameter of each pile can be something between 200250 mm In the case of driven piles the cross section can also be squared with an area of 250 x 250 mm

2 The resisting force for Φ

= 220 mm pile can be estimated to be about 5060 kN if the pile is 8 meter long The resisting force has been calculated from the generally known bearing capacity equations (for example RIL 212-1995 Suurpaalutusohje 1995) The bearing capacity theories have been conducted to the cases of vertical piles Thus it is probable that they give too small resisting force

In displacement method it is important that the piles are driven in a mixed order In the beginning about every fourth pile is driven and then the remaining piles are driven in mixed order Figure 7 presents a cross section of a tunnel fill and a principle of the driving sequence

Figure 7 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

13 (24)

The used piles can be shorter (about 5 metre) and then two piles can be joined together with one joint (for example Leimets standard joints for concrete piles) The pile can also be equipped with a designed head part to reduce the resistant force About 1823 piles cross section is needed to reach the target density of 19 tnm3 (table 5) The amount of piles B has been calculated with equation 1

⎟⎟⎠

⎞⎜⎜⎝

⎛minussdot= 1

1

2

ρρ

pile

tunnel

AA

B

where ρ2 target density 19 tm3

ρ1 evaluated density of the filling 16 tm3

Atunnel cross section of the tunnel 467 m2

A pile cross section of a pile m2

Piles can be compressed vibrated drilled or driven into backfill material A stencil is needed because the placements of the piles have to be quite strict Some characteristic values for the piles are presented in table 5 The resisting force is calculated from the bearing capacity equations The weight of the steel pipe piles includes only the weight of the steel pipe

Table 5 Some characteristic values of the piles

Pile material Diameter mm Amount weight kg

(L=10 m)

Resisting force kN (L=10 m)

Steel concrete 220 23 950 52

Steel concrete 250 18 1227 65

Steel concrete square 250 x 250 14 1563 90

Steel pipe 220 23 247 52

Steel pipe 250 18 283 65

The displacement piling disturbs the surround material significantly through displacements and vibration Therefore it is important to find out how the backfill material behaves under the driving process To model this a modified test was conducted in VTTs laboratory The test resembled standard Proctor test procedure but the main interest was to follow how the material behaves The tested material had 30 bentonite 70 crushed rock and water content was 12 After the test the sample was split Figure 8 illustrates a split sample after the test No water was noticed to separate during driving or afterwards Some condensation of the bentonite was noticed from the split sample Yet this condensation is quite uniform and the main reason for it is inadequate mixing The sample has attached very tightly against the

RESEARCH REPORT VTT-R-03124-06

14 (24)

Proctor moulds wall and during the splitting it cracked (Fig8 horizontal crack) The test results suggest that there will not be big problems of the material disturbance during pile driving Yet the material seemed to be quite fragile So there might be small local cracking in the front cutting

Figure 8 A split sample after driving test

32 Reinforcement of the layered fill

The driving vibration or compression of the piles causes displacement in the surrounding fill Thus it is very probable that the previously filled material can collapse down from the facing slope To avoid this the upper part of the layered fill has to be reinforced Reinforcement can either be a glass fibre mat or steel grid Usually glass fibre reinforcements are composites with both glass fibre and polymers While the organic materials are forbidden to use the reinforcement should be made from glass fibre only Pure glass fibre reinforcement is not a standard product but some manufacturers for example Polyfelt GesmbH have a possibility to produce it There is not much experience on the pure glass fibre reinforcements but probably they are slippery and not easy to handle

Reinforcement can also be done with standard steel grids used in road construction The standard steel grid is for example B500H -56-2001500 and the steel type is B500H The steel rods are 5 and 6 mm and the openings are 200 mm and 150 mm respectively The steel

RESEARCH REPORT VTT-R-03124-06

15 (24)

grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

RESEARCH REPORT VTT-R-03124-06

16 (24)

34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

RESEARCH REPORT VTT-R-03124-06

17 (24)

36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

RESEARCH REPORT VTT-R-03124-06

18 (24)

The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

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k a

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ise

the

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oad

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an b

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tted

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h up

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hyd

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ng m

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tion

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l ext

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ons

alm

ost 1

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etre

s T

he c

rane

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be

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ered

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iona

l hig

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E 3

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0 or

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tell

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de y

ou w

ith

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ty a

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rodu

ctiv

ity

func

tion

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he S

PAC

E 5

000

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em o

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uctiv

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ised

to in

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igen

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you

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ting

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r cra

ne T

he S

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E e

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ics

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ed in

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duce

d by

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any

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ve 9

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nted

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ch th

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oms

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E 3

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0 F

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ly th

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syst

em p

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des

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h a

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safe

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on th

at is

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ond

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one

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om

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HIAB085Capacity 9 tmThe

HIA

B 0

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rovi

des

flex

ibili

ty

The

HIA

B 0

85 is

a c

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ane

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each

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o to

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

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Page 3: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

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Contents 1 Introduction 3

11 Backfill material and its requirements 4

2 The compaction methods 5

21 Shotcrete techniques 5

22 Displacement method 7

23 Vibratory plate method 8

24 Compression method 9

25 Vertical seal walls 10

3 Displacement method - a detailed study 12

31 General properties of the displacement piles 12

32 Reinforcement of the layered fill 14

33 Piling machine 15

34 Driving method 16

35 Vibration method 16

36 Compression method 17

37 Convey of the piles 17

38 Work efficiency 17

39 Cost estimations 18

310 VTTs proposal for the method 20

4 Quality control methods 21

5 Conclusions and proposals for further studies 22

6 References 23

RESEARCH REPORT VTT-R-03124-06

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1 Introduction VTT Building and Transport has studied ideas how the repository tunnel backfill can be compacted to the high compaction degree The tunnel backfill material has a very strict requirement for the hydraulic conductivity in long term (k le 1middot10

-10 ms) The aim of the

research was to find suitable method to compact the upper part of the repository tunnel backfill In the beginning a short feasibility study of the possible methods was done After that the research concentrated on the most promising method displacement piling technique The research includes following tasks

compaction piling method what kind of driving technique can be used in piling of horizontal piles

compaction piling what kind of piling materials are possible

compaction piling what are the technical requirements of the construction technique (how long the piles should be etc)

how the method should be developed to make it available in tunnel conditions

how the filling materials should be placed in order to get it as compact as possible in the beginning

a description of compaction method

The VTT working group consisted of people with large experiences in geotechnical and rock engineering technologies as well as concrete technology The members of the working group were Markku Tuhola Jouko Toumlrnqvist Jouko Ritola Kalervo Orantie and Leena Korkiala-Tanttu

The research started with a short feasibility study of the possible compaction techniques It included following compaction techniques

1 shotcrete techniques for placing the materials to the upper part of the tunnel

2 displacement method where some permanent elements is driven into the fill to compact the surroundings

3 vibratory plates

4 compression method

5 vertical seal walls with low local conductivity

A SWOT (SWOT = Strengths Weaknesses Opportunities and Threats) analysis was made on each method which based on the information VTTs experts at the beginning of the project Based on the analysis and Posivas opinion displacement method was chosen to be studied more detailed According to the preliminary plans the working efficiency of the backfilling should be approximately 5 meter of ready filled tunnel per day

RESEARCH REPORT VTT-R-03124-06

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11 Backfill material and its requirements

The Posiva working report series report Effect of material parameters on the compactibility of the backfill materials by P Keto P Kuula-Vaumlisaumlnen amp J Ruuskanen (2005) presents the requirements for the backfill material The backfill material should consist of the 30 of bentonite and 70 of crushed rock with maximum grain size of about 10 mm In order to achieve the low hydraulic conductivity requirement the material should be compacted to dry density of 1750-1850 kgm3 (Gunnarsson et al 2006) This means that an average degree of compaction requirement for the backfill material is about 90 According to Proctor compaction test the water content at compaction should be between 11125 The technical properties of the well-compacted filling material are according to Boumlrgesson (2001) and IVO (1990)

compression modulus 1655 MPa

friction angle 1724deg

cohesion 80150 kNm2

More functional requirements of backfill are presented for example in Gunnarsson et al (2004) Hydraulic conductivity should be low in order to prevent pathways for groundwater and radionuclides Swelling pressure is needed to achieve tight contact with tunnel walls and function indicator The target value of swelling pressure is about 200 kPa (Gunnarsson et al 2006) A low compressibility of the backfill material is important due it the upward swelling pressure of the buffer material Other requirements related to technical feasibility should be taken into account in the design of the backfill concept Another problem is also the interaction between the different materials used for engineered barriers Possible harmful effects should be avoided and they are restricting the choice of the materials The backfilling should be done straight after the deposition in order to prevent upward swelling of buffer to the open space above That is the main reason for selection of in situ compaction in inclined layers With this method the space above the hole can be quickly backfilled from floor to roof Also other practical reasons favour the in situ compaction in inclined layers The reasons are following the sensitivity for inflowing water is better and the adequate compaction results can be achieved in conditions when salinity of groundwater does not exceed 10 gl

RESEARCH REPORT VTT-R-03124-06

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2 The compaction methods In the study the lower part of the deposition tunnels are expected to be backfilled in horizontal or near horizontal layers The lower part of the tunnel is backfilled and compacted layer by layer to the height of 3032 meter with the compaction techniques similar to the pavement or waste tip The assumption is that the required degree of compaction can be achieved with the methods The length of the area compacted at a time can vary The better quality can be achieved if the maximum backfill length can be used This means that the compaction is more even and as few as possible joint areas emerge A reasonable length of the backfill would be 30 m40 m The lower part of tunnel can be done to the height of about 3 meters (Figure 2) because compaction machines need at least 12 meters space above the topmost surface When estimating the suitability of whole concept also the lower part should be taken into the consideration In the study the suitability of five different backfilling methods of the upper part of the deposition tunnel has been examined Two of the methods can also be applied for the whole tunnel profile

21 Shotcrete techniques

The upper part of the tunnel is filled and compacted in the same time with shotcrete technique or centrifugal spray techniques In both cases the filling should be done in thin layers moving from the bottom to upwards The work is continuous even though done in thin layers The spray application technique can reach dry densities to about 16 tm3 That kind of machinery is used for backfilling of mine tunnels This method is one option to install the material to the upper part of the deposition tunnel and thereafter the rate of compaction is increased for example with displacement technique

4 4 m

Max 3032 m

Shot crete

Length 1030 m

Figure 1 The principle of the shotcrete techniques

RESEARCH REPORT VTT-R-03124-06

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The backfill material can be modified together with the development of the machinery to achieve as good compaction quality as possible The bentonite spraying machine should be quite small and the backfill material has to be transported to the tunnel endings with some kind of pumping techniques or belt conveyor

Table 1 SWOT analysis of modified shotcrete techniques

Strengths Basic techniques are known

Does not depend on the shape of the tunnel

Basic machines are available

Filling can be done in quite steep layers

Weaknesses The compaction result is probably under the requirements

May need some additional compaction afterwards

Shotcrete technique needs compression air

The unevenness of the roof may cause problems

Opportunities Compaction can be made in longer laps

Threats Is the compaction result good enough

Can the shotcrete machine work in low and long tunnel endings

How does the material work in the shotcrete machine

Will there be much rebound material

Does the material fix to the previously processed layer

Layered backfill material

1400

3000

3500

2650

1750

R =1750

Figure 2 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

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22 Displacement method

The displacement method is an additional method to improve compaction of previously filled material The principle of the method is to drive compress rotate or vibrate (or a mixture of those) stiff piles to the filled material in horizontal direction (Figure 3) The piles displace the filling material and in the mean time the material around compacts Other possibility is to compress a steel pile to the filled material and fill steel pipe later with the backfill material In both cases the piles can not be very long (810 m) and the piling machine needs the total height of the tunnel so also the horizontally layered backfill material fill has to be done in short cuts

The displacement method needs a lot of machinery development because most of the piling machines do use gravitation as the driving force of the pile Drilling rigs and boring jumbos which can work also in horizontal direction are available but they are planned for small pile or anchor diameters

Figure 3 The principle of the displacement method

Table 2 SWOT analysis of displacement method

Strengths Can be used as to achieve higher degrees of compaction The shape of tunnel does not affect to the result

Weaknesses Short working cuts A lot of development is needed for the machinery and method Horizontal directing of the pile needs more development

Opportunities Can be used as an additional compaction method Threats Is the work efficient enough

Compaction is not even in every place of tunnel Reinforcement is needed for the layered filling Will there be problems with the long-term durability of the pile materials The threat of the generation of corrosion gases in long-term

RESEARCH REPORT VTT-R-03124-06

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24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

RESEARCH REPORT VTT-R-03124-06

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24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

RESEARCH REPORT VTT-R-03124-06

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25 Vertical seal walls

A vertical seal wall method can be done in many ways Here are presented two different alternatives how to apply the idea In the first alternative the idea is to compact lower part of the tunnel to final requirement of density The upper part of tunnel is filled with shotcrete spray application or centrifugal blasting spraying method So the compaction of the upper part does not fulfil the required density of the final backfill One working cut can be quite long about 3040 m Once the one cut is filled with backfill material a vertical sealing wall is constructed to the end of the cut The seal wall consists of two concrete walls in the middle of which pure bentonite is pressed through tubes in the outer wall

The idea is to have sealing walls which hydraulic conductivity is very low between cuts So the hydraulic conductivity is not even but varies in different part of tunnel The total conductivity is a function of the conductivity of the lower upper fillings and seal wall The drying of the concrete takes same time which makes the working time of one cut longer The degradation of the concrete may affect the function of the system in long-term

An other alternative is attach injection tubes to the tunnel roof fill the upper part of tunnel with shot crete spray application or centrifugal blasting spraying method and after the construction of a concrete wall to injection mass through the tubes to upper part of the tunnel (Figure 6) In this case the idea of the concrete wall is hinder the hydraulic pressure of the injection mass With this method it is possible to achieve more even compaction result also in the upper part of the tunnel However the bentonite - crushed rock aggregate mixture maybe can be used as injection mass but the maximum grain size has to be checked and also the water content has to be higher so that hydraulic pressure is possible

Concrete wall

One working cut 3040 m

Upper part is filled with shot crete or centrifugal blasting technique

Injection tubes are attached to the roof injection is done through them

Figure 6 The principle of the vertical seal wall

RESEARCH REPORT VTT-R-03124-06

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Table 5 SWOT analysis of vertical seal walls

Strengths Simple and efficient method

Not much equipment is needed

Can be done in longer cuts

The contact of the filling material with roof can be secured

Compaction can be secured with sealing walls

Injection can be done later and even couple of shifts

Weaknesses Concrete walls drying takes its time

The composition of injection mass is a problem

the quality of the compaction can not easily controlled

Long-term safety issues

Opportunities Can easily be modified to even more alternatives

Injection method (alt 2) can be blended with other methods

Threats Can bentonite be filled between walls good enough

RESEARCH REPORT VTT-R-03124-06

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3 Displacement method - a detailed study

31 General properties of the displacement piles

The length of the piles is 7898 metres and the working shift is 200 mm longer than that The diameter of each pile can be something between 200250 mm In the case of driven piles the cross section can also be squared with an area of 250 x 250 mm

2 The resisting force for Φ

= 220 mm pile can be estimated to be about 5060 kN if the pile is 8 meter long The resisting force has been calculated from the generally known bearing capacity equations (for example RIL 212-1995 Suurpaalutusohje 1995) The bearing capacity theories have been conducted to the cases of vertical piles Thus it is probable that they give too small resisting force

In displacement method it is important that the piles are driven in a mixed order In the beginning about every fourth pile is driven and then the remaining piles are driven in mixed order Figure 7 presents a cross section of a tunnel fill and a principle of the driving sequence

Figure 7 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

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The used piles can be shorter (about 5 metre) and then two piles can be joined together with one joint (for example Leimets standard joints for concrete piles) The pile can also be equipped with a designed head part to reduce the resistant force About 1823 piles cross section is needed to reach the target density of 19 tnm3 (table 5) The amount of piles B has been calculated with equation 1

⎟⎟⎠

⎞⎜⎜⎝

⎛minussdot= 1

1

2

ρρ

pile

tunnel

AA

B

where ρ2 target density 19 tm3

ρ1 evaluated density of the filling 16 tm3

Atunnel cross section of the tunnel 467 m2

A pile cross section of a pile m2

Piles can be compressed vibrated drilled or driven into backfill material A stencil is needed because the placements of the piles have to be quite strict Some characteristic values for the piles are presented in table 5 The resisting force is calculated from the bearing capacity equations The weight of the steel pipe piles includes only the weight of the steel pipe

Table 5 Some characteristic values of the piles

Pile material Diameter mm Amount weight kg

(L=10 m)

Resisting force kN (L=10 m)

Steel concrete 220 23 950 52

Steel concrete 250 18 1227 65

Steel concrete square 250 x 250 14 1563 90

Steel pipe 220 23 247 52

Steel pipe 250 18 283 65

The displacement piling disturbs the surround material significantly through displacements and vibration Therefore it is important to find out how the backfill material behaves under the driving process To model this a modified test was conducted in VTTs laboratory The test resembled standard Proctor test procedure but the main interest was to follow how the material behaves The tested material had 30 bentonite 70 crushed rock and water content was 12 After the test the sample was split Figure 8 illustrates a split sample after the test No water was noticed to separate during driving or afterwards Some condensation of the bentonite was noticed from the split sample Yet this condensation is quite uniform and the main reason for it is inadequate mixing The sample has attached very tightly against the

RESEARCH REPORT VTT-R-03124-06

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Proctor moulds wall and during the splitting it cracked (Fig8 horizontal crack) The test results suggest that there will not be big problems of the material disturbance during pile driving Yet the material seemed to be quite fragile So there might be small local cracking in the front cutting

Figure 8 A split sample after driving test

32 Reinforcement of the layered fill

The driving vibration or compression of the piles causes displacement in the surrounding fill Thus it is very probable that the previously filled material can collapse down from the facing slope To avoid this the upper part of the layered fill has to be reinforced Reinforcement can either be a glass fibre mat or steel grid Usually glass fibre reinforcements are composites with both glass fibre and polymers While the organic materials are forbidden to use the reinforcement should be made from glass fibre only Pure glass fibre reinforcement is not a standard product but some manufacturers for example Polyfelt GesmbH have a possibility to produce it There is not much experience on the pure glass fibre reinforcements but probably they are slippery and not easy to handle

Reinforcement can also be done with standard steel grids used in road construction The standard steel grid is for example B500H -56-2001500 and the steel type is B500H The steel rods are 5 and 6 mm and the openings are 200 mm and 150 mm respectively The steel

RESEARCH REPORT VTT-R-03124-06

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grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

RESEARCH REPORT VTT-R-03124-06

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34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

RESEARCH REPORT VTT-R-03124-06

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36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

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The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

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Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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3132006httpwwwputzmeisterdegbproduktebpautotypenm16asp

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

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085

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

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Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

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Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

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Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

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Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

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Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

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Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

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Page 4: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

3 (24)

1 Introduction VTT Building and Transport has studied ideas how the repository tunnel backfill can be compacted to the high compaction degree The tunnel backfill material has a very strict requirement for the hydraulic conductivity in long term (k le 1middot10

-10 ms) The aim of the

research was to find suitable method to compact the upper part of the repository tunnel backfill In the beginning a short feasibility study of the possible methods was done After that the research concentrated on the most promising method displacement piling technique The research includes following tasks

compaction piling method what kind of driving technique can be used in piling of horizontal piles

compaction piling what kind of piling materials are possible

compaction piling what are the technical requirements of the construction technique (how long the piles should be etc)

how the method should be developed to make it available in tunnel conditions

how the filling materials should be placed in order to get it as compact as possible in the beginning

a description of compaction method

The VTT working group consisted of people with large experiences in geotechnical and rock engineering technologies as well as concrete technology The members of the working group were Markku Tuhola Jouko Toumlrnqvist Jouko Ritola Kalervo Orantie and Leena Korkiala-Tanttu

The research started with a short feasibility study of the possible compaction techniques It included following compaction techniques

1 shotcrete techniques for placing the materials to the upper part of the tunnel

2 displacement method where some permanent elements is driven into the fill to compact the surroundings

3 vibratory plates

4 compression method

5 vertical seal walls with low local conductivity

A SWOT (SWOT = Strengths Weaknesses Opportunities and Threats) analysis was made on each method which based on the information VTTs experts at the beginning of the project Based on the analysis and Posivas opinion displacement method was chosen to be studied more detailed According to the preliminary plans the working efficiency of the backfilling should be approximately 5 meter of ready filled tunnel per day

RESEARCH REPORT VTT-R-03124-06

4 (24)

11 Backfill material and its requirements

The Posiva working report series report Effect of material parameters on the compactibility of the backfill materials by P Keto P Kuula-Vaumlisaumlnen amp J Ruuskanen (2005) presents the requirements for the backfill material The backfill material should consist of the 30 of bentonite and 70 of crushed rock with maximum grain size of about 10 mm In order to achieve the low hydraulic conductivity requirement the material should be compacted to dry density of 1750-1850 kgm3 (Gunnarsson et al 2006) This means that an average degree of compaction requirement for the backfill material is about 90 According to Proctor compaction test the water content at compaction should be between 11125 The technical properties of the well-compacted filling material are according to Boumlrgesson (2001) and IVO (1990)

compression modulus 1655 MPa

friction angle 1724deg

cohesion 80150 kNm2

More functional requirements of backfill are presented for example in Gunnarsson et al (2004) Hydraulic conductivity should be low in order to prevent pathways for groundwater and radionuclides Swelling pressure is needed to achieve tight contact with tunnel walls and function indicator The target value of swelling pressure is about 200 kPa (Gunnarsson et al 2006) A low compressibility of the backfill material is important due it the upward swelling pressure of the buffer material Other requirements related to technical feasibility should be taken into account in the design of the backfill concept Another problem is also the interaction between the different materials used for engineered barriers Possible harmful effects should be avoided and they are restricting the choice of the materials The backfilling should be done straight after the deposition in order to prevent upward swelling of buffer to the open space above That is the main reason for selection of in situ compaction in inclined layers With this method the space above the hole can be quickly backfilled from floor to roof Also other practical reasons favour the in situ compaction in inclined layers The reasons are following the sensitivity for inflowing water is better and the adequate compaction results can be achieved in conditions when salinity of groundwater does not exceed 10 gl

RESEARCH REPORT VTT-R-03124-06

5 (24)

2 The compaction methods In the study the lower part of the deposition tunnels are expected to be backfilled in horizontal or near horizontal layers The lower part of the tunnel is backfilled and compacted layer by layer to the height of 3032 meter with the compaction techniques similar to the pavement or waste tip The assumption is that the required degree of compaction can be achieved with the methods The length of the area compacted at a time can vary The better quality can be achieved if the maximum backfill length can be used This means that the compaction is more even and as few as possible joint areas emerge A reasonable length of the backfill would be 30 m40 m The lower part of tunnel can be done to the height of about 3 meters (Figure 2) because compaction machines need at least 12 meters space above the topmost surface When estimating the suitability of whole concept also the lower part should be taken into the consideration In the study the suitability of five different backfilling methods of the upper part of the deposition tunnel has been examined Two of the methods can also be applied for the whole tunnel profile

21 Shotcrete techniques

The upper part of the tunnel is filled and compacted in the same time with shotcrete technique or centrifugal spray techniques In both cases the filling should be done in thin layers moving from the bottom to upwards The work is continuous even though done in thin layers The spray application technique can reach dry densities to about 16 tm3 That kind of machinery is used for backfilling of mine tunnels This method is one option to install the material to the upper part of the deposition tunnel and thereafter the rate of compaction is increased for example with displacement technique

4 4 m

Max 3032 m

Shot crete

Length 1030 m

Figure 1 The principle of the shotcrete techniques

RESEARCH REPORT VTT-R-03124-06

6 (24)

The backfill material can be modified together with the development of the machinery to achieve as good compaction quality as possible The bentonite spraying machine should be quite small and the backfill material has to be transported to the tunnel endings with some kind of pumping techniques or belt conveyor

Table 1 SWOT analysis of modified shotcrete techniques

Strengths Basic techniques are known

Does not depend on the shape of the tunnel

Basic machines are available

Filling can be done in quite steep layers

Weaknesses The compaction result is probably under the requirements

May need some additional compaction afterwards

Shotcrete technique needs compression air

The unevenness of the roof may cause problems

Opportunities Compaction can be made in longer laps

Threats Is the compaction result good enough

Can the shotcrete machine work in low and long tunnel endings

How does the material work in the shotcrete machine

Will there be much rebound material

Does the material fix to the previously processed layer

Layered backfill material

1400

3000

3500

2650

1750

R =1750

Figure 2 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

7 (24)

22 Displacement method

The displacement method is an additional method to improve compaction of previously filled material The principle of the method is to drive compress rotate or vibrate (or a mixture of those) stiff piles to the filled material in horizontal direction (Figure 3) The piles displace the filling material and in the mean time the material around compacts Other possibility is to compress a steel pile to the filled material and fill steel pipe later with the backfill material In both cases the piles can not be very long (810 m) and the piling machine needs the total height of the tunnel so also the horizontally layered backfill material fill has to be done in short cuts

The displacement method needs a lot of machinery development because most of the piling machines do use gravitation as the driving force of the pile Drilling rigs and boring jumbos which can work also in horizontal direction are available but they are planned for small pile or anchor diameters

Figure 3 The principle of the displacement method

Table 2 SWOT analysis of displacement method

Strengths Can be used as to achieve higher degrees of compaction The shape of tunnel does not affect to the result

Weaknesses Short working cuts A lot of development is needed for the machinery and method Horizontal directing of the pile needs more development

Opportunities Can be used as an additional compaction method Threats Is the work efficient enough

Compaction is not even in every place of tunnel Reinforcement is needed for the layered filling Will there be problems with the long-term durability of the pile materials The threat of the generation of corrosion gases in long-term

RESEARCH REPORT VTT-R-03124-06

9 (24)

24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

RESEARCH REPORT VTT-R-03124-06

9 (24)

24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

RESEARCH REPORT VTT-R-03124-06

10 (24)

25 Vertical seal walls

A vertical seal wall method can be done in many ways Here are presented two different alternatives how to apply the idea In the first alternative the idea is to compact lower part of the tunnel to final requirement of density The upper part of tunnel is filled with shotcrete spray application or centrifugal blasting spraying method So the compaction of the upper part does not fulfil the required density of the final backfill One working cut can be quite long about 3040 m Once the one cut is filled with backfill material a vertical sealing wall is constructed to the end of the cut The seal wall consists of two concrete walls in the middle of which pure bentonite is pressed through tubes in the outer wall

The idea is to have sealing walls which hydraulic conductivity is very low between cuts So the hydraulic conductivity is not even but varies in different part of tunnel The total conductivity is a function of the conductivity of the lower upper fillings and seal wall The drying of the concrete takes same time which makes the working time of one cut longer The degradation of the concrete may affect the function of the system in long-term

An other alternative is attach injection tubes to the tunnel roof fill the upper part of tunnel with shot crete spray application or centrifugal blasting spraying method and after the construction of a concrete wall to injection mass through the tubes to upper part of the tunnel (Figure 6) In this case the idea of the concrete wall is hinder the hydraulic pressure of the injection mass With this method it is possible to achieve more even compaction result also in the upper part of the tunnel However the bentonite - crushed rock aggregate mixture maybe can be used as injection mass but the maximum grain size has to be checked and also the water content has to be higher so that hydraulic pressure is possible

Concrete wall

One working cut 3040 m

Upper part is filled with shot crete or centrifugal blasting technique

Injection tubes are attached to the roof injection is done through them

Figure 6 The principle of the vertical seal wall

RESEARCH REPORT VTT-R-03124-06

11 (24)

Table 5 SWOT analysis of vertical seal walls

Strengths Simple and efficient method

Not much equipment is needed

Can be done in longer cuts

The contact of the filling material with roof can be secured

Compaction can be secured with sealing walls

Injection can be done later and even couple of shifts

Weaknesses Concrete walls drying takes its time

The composition of injection mass is a problem

the quality of the compaction can not easily controlled

Long-term safety issues

Opportunities Can easily be modified to even more alternatives

Injection method (alt 2) can be blended with other methods

Threats Can bentonite be filled between walls good enough

RESEARCH REPORT VTT-R-03124-06

12 (24)

3 Displacement method - a detailed study

31 General properties of the displacement piles

The length of the piles is 7898 metres and the working shift is 200 mm longer than that The diameter of each pile can be something between 200250 mm In the case of driven piles the cross section can also be squared with an area of 250 x 250 mm

2 The resisting force for Φ

= 220 mm pile can be estimated to be about 5060 kN if the pile is 8 meter long The resisting force has been calculated from the generally known bearing capacity equations (for example RIL 212-1995 Suurpaalutusohje 1995) The bearing capacity theories have been conducted to the cases of vertical piles Thus it is probable that they give too small resisting force

In displacement method it is important that the piles are driven in a mixed order In the beginning about every fourth pile is driven and then the remaining piles are driven in mixed order Figure 7 presents a cross section of a tunnel fill and a principle of the driving sequence

Figure 7 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

13 (24)

The used piles can be shorter (about 5 metre) and then two piles can be joined together with one joint (for example Leimets standard joints for concrete piles) The pile can also be equipped with a designed head part to reduce the resistant force About 1823 piles cross section is needed to reach the target density of 19 tnm3 (table 5) The amount of piles B has been calculated with equation 1

⎟⎟⎠

⎞⎜⎜⎝

⎛minussdot= 1

1

2

ρρ

pile

tunnel

AA

B

where ρ2 target density 19 tm3

ρ1 evaluated density of the filling 16 tm3

Atunnel cross section of the tunnel 467 m2

A pile cross section of a pile m2

Piles can be compressed vibrated drilled or driven into backfill material A stencil is needed because the placements of the piles have to be quite strict Some characteristic values for the piles are presented in table 5 The resisting force is calculated from the bearing capacity equations The weight of the steel pipe piles includes only the weight of the steel pipe

Table 5 Some characteristic values of the piles

Pile material Diameter mm Amount weight kg

(L=10 m)

Resisting force kN (L=10 m)

Steel concrete 220 23 950 52

Steel concrete 250 18 1227 65

Steel concrete square 250 x 250 14 1563 90

Steel pipe 220 23 247 52

Steel pipe 250 18 283 65

The displacement piling disturbs the surround material significantly through displacements and vibration Therefore it is important to find out how the backfill material behaves under the driving process To model this a modified test was conducted in VTTs laboratory The test resembled standard Proctor test procedure but the main interest was to follow how the material behaves The tested material had 30 bentonite 70 crushed rock and water content was 12 After the test the sample was split Figure 8 illustrates a split sample after the test No water was noticed to separate during driving or afterwards Some condensation of the bentonite was noticed from the split sample Yet this condensation is quite uniform and the main reason for it is inadequate mixing The sample has attached very tightly against the

RESEARCH REPORT VTT-R-03124-06

14 (24)

Proctor moulds wall and during the splitting it cracked (Fig8 horizontal crack) The test results suggest that there will not be big problems of the material disturbance during pile driving Yet the material seemed to be quite fragile So there might be small local cracking in the front cutting

Figure 8 A split sample after driving test

32 Reinforcement of the layered fill

The driving vibration or compression of the piles causes displacement in the surrounding fill Thus it is very probable that the previously filled material can collapse down from the facing slope To avoid this the upper part of the layered fill has to be reinforced Reinforcement can either be a glass fibre mat or steel grid Usually glass fibre reinforcements are composites with both glass fibre and polymers While the organic materials are forbidden to use the reinforcement should be made from glass fibre only Pure glass fibre reinforcement is not a standard product but some manufacturers for example Polyfelt GesmbH have a possibility to produce it There is not much experience on the pure glass fibre reinforcements but probably they are slippery and not easy to handle

Reinforcement can also be done with standard steel grids used in road construction The standard steel grid is for example B500H -56-2001500 and the steel type is B500H The steel rods are 5 and 6 mm and the openings are 200 mm and 150 mm respectively The steel

RESEARCH REPORT VTT-R-03124-06

15 (24)

grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

RESEARCH REPORT VTT-R-03124-06

16 (24)

34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

RESEARCH REPORT VTT-R-03124-06

17 (24)

36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

RESEARCH REPORT VTT-R-03124-06

18 (24)

The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

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3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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RESEARCH REPORT VTT-R-03124-06

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11 Backfill material and its requirements

The Posiva working report series report Effect of material parameters on the compactibility of the backfill materials by P Keto P Kuula-Vaumlisaumlnen amp J Ruuskanen (2005) presents the requirements for the backfill material The backfill material should consist of the 30 of bentonite and 70 of crushed rock with maximum grain size of about 10 mm In order to achieve the low hydraulic conductivity requirement the material should be compacted to dry density of 1750-1850 kgm3 (Gunnarsson et al 2006) This means that an average degree of compaction requirement for the backfill material is about 90 According to Proctor compaction test the water content at compaction should be between 11125 The technical properties of the well-compacted filling material are according to Boumlrgesson (2001) and IVO (1990)

compression modulus 1655 MPa

friction angle 1724deg

cohesion 80150 kNm2

More functional requirements of backfill are presented for example in Gunnarsson et al (2004) Hydraulic conductivity should be low in order to prevent pathways for groundwater and radionuclides Swelling pressure is needed to achieve tight contact with tunnel walls and function indicator The target value of swelling pressure is about 200 kPa (Gunnarsson et al 2006) A low compressibility of the backfill material is important due it the upward swelling pressure of the buffer material Other requirements related to technical feasibility should be taken into account in the design of the backfill concept Another problem is also the interaction between the different materials used for engineered barriers Possible harmful effects should be avoided and they are restricting the choice of the materials The backfilling should be done straight after the deposition in order to prevent upward swelling of buffer to the open space above That is the main reason for selection of in situ compaction in inclined layers With this method the space above the hole can be quickly backfilled from floor to roof Also other practical reasons favour the in situ compaction in inclined layers The reasons are following the sensitivity for inflowing water is better and the adequate compaction results can be achieved in conditions when salinity of groundwater does not exceed 10 gl

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2 The compaction methods In the study the lower part of the deposition tunnels are expected to be backfilled in horizontal or near horizontal layers The lower part of the tunnel is backfilled and compacted layer by layer to the height of 3032 meter with the compaction techniques similar to the pavement or waste tip The assumption is that the required degree of compaction can be achieved with the methods The length of the area compacted at a time can vary The better quality can be achieved if the maximum backfill length can be used This means that the compaction is more even and as few as possible joint areas emerge A reasonable length of the backfill would be 30 m40 m The lower part of tunnel can be done to the height of about 3 meters (Figure 2) because compaction machines need at least 12 meters space above the topmost surface When estimating the suitability of whole concept also the lower part should be taken into the consideration In the study the suitability of five different backfilling methods of the upper part of the deposition tunnel has been examined Two of the methods can also be applied for the whole tunnel profile

21 Shotcrete techniques

The upper part of the tunnel is filled and compacted in the same time with shotcrete technique or centrifugal spray techniques In both cases the filling should be done in thin layers moving from the bottom to upwards The work is continuous even though done in thin layers The spray application technique can reach dry densities to about 16 tm3 That kind of machinery is used for backfilling of mine tunnels This method is one option to install the material to the upper part of the deposition tunnel and thereafter the rate of compaction is increased for example with displacement technique

4 4 m

Max 3032 m

Shot crete

Length 1030 m

Figure 1 The principle of the shotcrete techniques

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The backfill material can be modified together with the development of the machinery to achieve as good compaction quality as possible The bentonite spraying machine should be quite small and the backfill material has to be transported to the tunnel endings with some kind of pumping techniques or belt conveyor

Table 1 SWOT analysis of modified shotcrete techniques

Strengths Basic techniques are known

Does not depend on the shape of the tunnel

Basic machines are available

Filling can be done in quite steep layers

Weaknesses The compaction result is probably under the requirements

May need some additional compaction afterwards

Shotcrete technique needs compression air

The unevenness of the roof may cause problems

Opportunities Compaction can be made in longer laps

Threats Is the compaction result good enough

Can the shotcrete machine work in low and long tunnel endings

How does the material work in the shotcrete machine

Will there be much rebound material

Does the material fix to the previously processed layer

Layered backfill material

1400

3000

3500

2650

1750

R =1750

Figure 2 The cross section of the repository tunnel and layered backfill

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22 Displacement method

The displacement method is an additional method to improve compaction of previously filled material The principle of the method is to drive compress rotate or vibrate (or a mixture of those) stiff piles to the filled material in horizontal direction (Figure 3) The piles displace the filling material and in the mean time the material around compacts Other possibility is to compress a steel pile to the filled material and fill steel pipe later with the backfill material In both cases the piles can not be very long (810 m) and the piling machine needs the total height of the tunnel so also the horizontally layered backfill material fill has to be done in short cuts

The displacement method needs a lot of machinery development because most of the piling machines do use gravitation as the driving force of the pile Drilling rigs and boring jumbos which can work also in horizontal direction are available but they are planned for small pile or anchor diameters

Figure 3 The principle of the displacement method

Table 2 SWOT analysis of displacement method

Strengths Can be used as to achieve higher degrees of compaction The shape of tunnel does not affect to the result

Weaknesses Short working cuts A lot of development is needed for the machinery and method Horizontal directing of the pile needs more development

Opportunities Can be used as an additional compaction method Threats Is the work efficient enough

Compaction is not even in every place of tunnel Reinforcement is needed for the layered filling Will there be problems with the long-term durability of the pile materials The threat of the generation of corrosion gases in long-term

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24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

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24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

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25 Vertical seal walls

A vertical seal wall method can be done in many ways Here are presented two different alternatives how to apply the idea In the first alternative the idea is to compact lower part of the tunnel to final requirement of density The upper part of tunnel is filled with shotcrete spray application or centrifugal blasting spraying method So the compaction of the upper part does not fulfil the required density of the final backfill One working cut can be quite long about 3040 m Once the one cut is filled with backfill material a vertical sealing wall is constructed to the end of the cut The seal wall consists of two concrete walls in the middle of which pure bentonite is pressed through tubes in the outer wall

The idea is to have sealing walls which hydraulic conductivity is very low between cuts So the hydraulic conductivity is not even but varies in different part of tunnel The total conductivity is a function of the conductivity of the lower upper fillings and seal wall The drying of the concrete takes same time which makes the working time of one cut longer The degradation of the concrete may affect the function of the system in long-term

An other alternative is attach injection tubes to the tunnel roof fill the upper part of tunnel with shot crete spray application or centrifugal blasting spraying method and after the construction of a concrete wall to injection mass through the tubes to upper part of the tunnel (Figure 6) In this case the idea of the concrete wall is hinder the hydraulic pressure of the injection mass With this method it is possible to achieve more even compaction result also in the upper part of the tunnel However the bentonite - crushed rock aggregate mixture maybe can be used as injection mass but the maximum grain size has to be checked and also the water content has to be higher so that hydraulic pressure is possible

Concrete wall

One working cut 3040 m

Upper part is filled with shot crete or centrifugal blasting technique

Injection tubes are attached to the roof injection is done through them

Figure 6 The principle of the vertical seal wall

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Table 5 SWOT analysis of vertical seal walls

Strengths Simple and efficient method

Not much equipment is needed

Can be done in longer cuts

The contact of the filling material with roof can be secured

Compaction can be secured with sealing walls

Injection can be done later and even couple of shifts

Weaknesses Concrete walls drying takes its time

The composition of injection mass is a problem

the quality of the compaction can not easily controlled

Long-term safety issues

Opportunities Can easily be modified to even more alternatives

Injection method (alt 2) can be blended with other methods

Threats Can bentonite be filled between walls good enough

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3 Displacement method - a detailed study

31 General properties of the displacement piles

The length of the piles is 7898 metres and the working shift is 200 mm longer than that The diameter of each pile can be something between 200250 mm In the case of driven piles the cross section can also be squared with an area of 250 x 250 mm

2 The resisting force for Φ

= 220 mm pile can be estimated to be about 5060 kN if the pile is 8 meter long The resisting force has been calculated from the generally known bearing capacity equations (for example RIL 212-1995 Suurpaalutusohje 1995) The bearing capacity theories have been conducted to the cases of vertical piles Thus it is probable that they give too small resisting force

In displacement method it is important that the piles are driven in a mixed order In the beginning about every fourth pile is driven and then the remaining piles are driven in mixed order Figure 7 presents a cross section of a tunnel fill and a principle of the driving sequence

Figure 7 The cross section of the repository tunnel and layered backfill

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The used piles can be shorter (about 5 metre) and then two piles can be joined together with one joint (for example Leimets standard joints for concrete piles) The pile can also be equipped with a designed head part to reduce the resistant force About 1823 piles cross section is needed to reach the target density of 19 tnm3 (table 5) The amount of piles B has been calculated with equation 1

⎟⎟⎠

⎞⎜⎜⎝

⎛minussdot= 1

1

2

ρρ

pile

tunnel

AA

B

where ρ2 target density 19 tm3

ρ1 evaluated density of the filling 16 tm3

Atunnel cross section of the tunnel 467 m2

A pile cross section of a pile m2

Piles can be compressed vibrated drilled or driven into backfill material A stencil is needed because the placements of the piles have to be quite strict Some characteristic values for the piles are presented in table 5 The resisting force is calculated from the bearing capacity equations The weight of the steel pipe piles includes only the weight of the steel pipe

Table 5 Some characteristic values of the piles

Pile material Diameter mm Amount weight kg

(L=10 m)

Resisting force kN (L=10 m)

Steel concrete 220 23 950 52

Steel concrete 250 18 1227 65

Steel concrete square 250 x 250 14 1563 90

Steel pipe 220 23 247 52

Steel pipe 250 18 283 65

The displacement piling disturbs the surround material significantly through displacements and vibration Therefore it is important to find out how the backfill material behaves under the driving process To model this a modified test was conducted in VTTs laboratory The test resembled standard Proctor test procedure but the main interest was to follow how the material behaves The tested material had 30 bentonite 70 crushed rock and water content was 12 After the test the sample was split Figure 8 illustrates a split sample after the test No water was noticed to separate during driving or afterwards Some condensation of the bentonite was noticed from the split sample Yet this condensation is quite uniform and the main reason for it is inadequate mixing The sample has attached very tightly against the

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Proctor moulds wall and during the splitting it cracked (Fig8 horizontal crack) The test results suggest that there will not be big problems of the material disturbance during pile driving Yet the material seemed to be quite fragile So there might be small local cracking in the front cutting

Figure 8 A split sample after driving test

32 Reinforcement of the layered fill

The driving vibration or compression of the piles causes displacement in the surrounding fill Thus it is very probable that the previously filled material can collapse down from the facing slope To avoid this the upper part of the layered fill has to be reinforced Reinforcement can either be a glass fibre mat or steel grid Usually glass fibre reinforcements are composites with both glass fibre and polymers While the organic materials are forbidden to use the reinforcement should be made from glass fibre only Pure glass fibre reinforcement is not a standard product but some manufacturers for example Polyfelt GesmbH have a possibility to produce it There is not much experience on the pure glass fibre reinforcements but probably they are slippery and not easy to handle

Reinforcement can also be done with standard steel grids used in road construction The standard steel grid is for example B500H -56-2001500 and the steel type is B500H The steel rods are 5 and 6 mm and the openings are 200 mm and 150 mm respectively The steel

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grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

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34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

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36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

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The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

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Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

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Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

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4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

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5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

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6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

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7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 16

3132006httpwwwputzmeisterdegbproduktebpautotypenm16asp

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

Page 2 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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085

Co

lum

n c

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tre

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

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Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

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Page 6: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

5 (24)

2 The compaction methods In the study the lower part of the deposition tunnels are expected to be backfilled in horizontal or near horizontal layers The lower part of the tunnel is backfilled and compacted layer by layer to the height of 3032 meter with the compaction techniques similar to the pavement or waste tip The assumption is that the required degree of compaction can be achieved with the methods The length of the area compacted at a time can vary The better quality can be achieved if the maximum backfill length can be used This means that the compaction is more even and as few as possible joint areas emerge A reasonable length of the backfill would be 30 m40 m The lower part of tunnel can be done to the height of about 3 meters (Figure 2) because compaction machines need at least 12 meters space above the topmost surface When estimating the suitability of whole concept also the lower part should be taken into the consideration In the study the suitability of five different backfilling methods of the upper part of the deposition tunnel has been examined Two of the methods can also be applied for the whole tunnel profile

21 Shotcrete techniques

The upper part of the tunnel is filled and compacted in the same time with shotcrete technique or centrifugal spray techniques In both cases the filling should be done in thin layers moving from the bottom to upwards The work is continuous even though done in thin layers The spray application technique can reach dry densities to about 16 tm3 That kind of machinery is used for backfilling of mine tunnels This method is one option to install the material to the upper part of the deposition tunnel and thereafter the rate of compaction is increased for example with displacement technique

4 4 m

Max 3032 m

Shot crete

Length 1030 m

Figure 1 The principle of the shotcrete techniques

RESEARCH REPORT VTT-R-03124-06

6 (24)

The backfill material can be modified together with the development of the machinery to achieve as good compaction quality as possible The bentonite spraying machine should be quite small and the backfill material has to be transported to the tunnel endings with some kind of pumping techniques or belt conveyor

Table 1 SWOT analysis of modified shotcrete techniques

Strengths Basic techniques are known

Does not depend on the shape of the tunnel

Basic machines are available

Filling can be done in quite steep layers

Weaknesses The compaction result is probably under the requirements

May need some additional compaction afterwards

Shotcrete technique needs compression air

The unevenness of the roof may cause problems

Opportunities Compaction can be made in longer laps

Threats Is the compaction result good enough

Can the shotcrete machine work in low and long tunnel endings

How does the material work in the shotcrete machine

Will there be much rebound material

Does the material fix to the previously processed layer

Layered backfill material

1400

3000

3500

2650

1750

R =1750

Figure 2 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

7 (24)

22 Displacement method

The displacement method is an additional method to improve compaction of previously filled material The principle of the method is to drive compress rotate or vibrate (or a mixture of those) stiff piles to the filled material in horizontal direction (Figure 3) The piles displace the filling material and in the mean time the material around compacts Other possibility is to compress a steel pile to the filled material and fill steel pipe later with the backfill material In both cases the piles can not be very long (810 m) and the piling machine needs the total height of the tunnel so also the horizontally layered backfill material fill has to be done in short cuts

The displacement method needs a lot of machinery development because most of the piling machines do use gravitation as the driving force of the pile Drilling rigs and boring jumbos which can work also in horizontal direction are available but they are planned for small pile or anchor diameters

Figure 3 The principle of the displacement method

Table 2 SWOT analysis of displacement method

Strengths Can be used as to achieve higher degrees of compaction The shape of tunnel does not affect to the result

Weaknesses Short working cuts A lot of development is needed for the machinery and method Horizontal directing of the pile needs more development

Opportunities Can be used as an additional compaction method Threats Is the work efficient enough

Compaction is not even in every place of tunnel Reinforcement is needed for the layered filling Will there be problems with the long-term durability of the pile materials The threat of the generation of corrosion gases in long-term

RESEARCH REPORT VTT-R-03124-06

9 (24)

24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

RESEARCH REPORT VTT-R-03124-06

9 (24)

24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

RESEARCH REPORT VTT-R-03124-06

10 (24)

25 Vertical seal walls

A vertical seal wall method can be done in many ways Here are presented two different alternatives how to apply the idea In the first alternative the idea is to compact lower part of the tunnel to final requirement of density The upper part of tunnel is filled with shotcrete spray application or centrifugal blasting spraying method So the compaction of the upper part does not fulfil the required density of the final backfill One working cut can be quite long about 3040 m Once the one cut is filled with backfill material a vertical sealing wall is constructed to the end of the cut The seal wall consists of two concrete walls in the middle of which pure bentonite is pressed through tubes in the outer wall

The idea is to have sealing walls which hydraulic conductivity is very low between cuts So the hydraulic conductivity is not even but varies in different part of tunnel The total conductivity is a function of the conductivity of the lower upper fillings and seal wall The drying of the concrete takes same time which makes the working time of one cut longer The degradation of the concrete may affect the function of the system in long-term

An other alternative is attach injection tubes to the tunnel roof fill the upper part of tunnel with shot crete spray application or centrifugal blasting spraying method and after the construction of a concrete wall to injection mass through the tubes to upper part of the tunnel (Figure 6) In this case the idea of the concrete wall is hinder the hydraulic pressure of the injection mass With this method it is possible to achieve more even compaction result also in the upper part of the tunnel However the bentonite - crushed rock aggregate mixture maybe can be used as injection mass but the maximum grain size has to be checked and also the water content has to be higher so that hydraulic pressure is possible

Concrete wall

One working cut 3040 m

Upper part is filled with shot crete or centrifugal blasting technique

Injection tubes are attached to the roof injection is done through them

Figure 6 The principle of the vertical seal wall

RESEARCH REPORT VTT-R-03124-06

11 (24)

Table 5 SWOT analysis of vertical seal walls

Strengths Simple and efficient method

Not much equipment is needed

Can be done in longer cuts

The contact of the filling material with roof can be secured

Compaction can be secured with sealing walls

Injection can be done later and even couple of shifts

Weaknesses Concrete walls drying takes its time

The composition of injection mass is a problem

the quality of the compaction can not easily controlled

Long-term safety issues

Opportunities Can easily be modified to even more alternatives

Injection method (alt 2) can be blended with other methods

Threats Can bentonite be filled between walls good enough

RESEARCH REPORT VTT-R-03124-06

12 (24)

3 Displacement method - a detailed study

31 General properties of the displacement piles

The length of the piles is 7898 metres and the working shift is 200 mm longer than that The diameter of each pile can be something between 200250 mm In the case of driven piles the cross section can also be squared with an area of 250 x 250 mm

2 The resisting force for Φ

= 220 mm pile can be estimated to be about 5060 kN if the pile is 8 meter long The resisting force has been calculated from the generally known bearing capacity equations (for example RIL 212-1995 Suurpaalutusohje 1995) The bearing capacity theories have been conducted to the cases of vertical piles Thus it is probable that they give too small resisting force

In displacement method it is important that the piles are driven in a mixed order In the beginning about every fourth pile is driven and then the remaining piles are driven in mixed order Figure 7 presents a cross section of a tunnel fill and a principle of the driving sequence

Figure 7 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

13 (24)

The used piles can be shorter (about 5 metre) and then two piles can be joined together with one joint (for example Leimets standard joints for concrete piles) The pile can also be equipped with a designed head part to reduce the resistant force About 1823 piles cross section is needed to reach the target density of 19 tnm3 (table 5) The amount of piles B has been calculated with equation 1

⎟⎟⎠

⎞⎜⎜⎝

⎛minussdot= 1

1

2

ρρ

pile

tunnel

AA

B

where ρ2 target density 19 tm3

ρ1 evaluated density of the filling 16 tm3

Atunnel cross section of the tunnel 467 m2

A pile cross section of a pile m2

Piles can be compressed vibrated drilled or driven into backfill material A stencil is needed because the placements of the piles have to be quite strict Some characteristic values for the piles are presented in table 5 The resisting force is calculated from the bearing capacity equations The weight of the steel pipe piles includes only the weight of the steel pipe

Table 5 Some characteristic values of the piles

Pile material Diameter mm Amount weight kg

(L=10 m)

Resisting force kN (L=10 m)

Steel concrete 220 23 950 52

Steel concrete 250 18 1227 65

Steel concrete square 250 x 250 14 1563 90

Steel pipe 220 23 247 52

Steel pipe 250 18 283 65

The displacement piling disturbs the surround material significantly through displacements and vibration Therefore it is important to find out how the backfill material behaves under the driving process To model this a modified test was conducted in VTTs laboratory The test resembled standard Proctor test procedure but the main interest was to follow how the material behaves The tested material had 30 bentonite 70 crushed rock and water content was 12 After the test the sample was split Figure 8 illustrates a split sample after the test No water was noticed to separate during driving or afterwards Some condensation of the bentonite was noticed from the split sample Yet this condensation is quite uniform and the main reason for it is inadequate mixing The sample has attached very tightly against the

RESEARCH REPORT VTT-R-03124-06

14 (24)

Proctor moulds wall and during the splitting it cracked (Fig8 horizontal crack) The test results suggest that there will not be big problems of the material disturbance during pile driving Yet the material seemed to be quite fragile So there might be small local cracking in the front cutting

Figure 8 A split sample after driving test

32 Reinforcement of the layered fill

The driving vibration or compression of the piles causes displacement in the surrounding fill Thus it is very probable that the previously filled material can collapse down from the facing slope To avoid this the upper part of the layered fill has to be reinforced Reinforcement can either be a glass fibre mat or steel grid Usually glass fibre reinforcements are composites with both glass fibre and polymers While the organic materials are forbidden to use the reinforcement should be made from glass fibre only Pure glass fibre reinforcement is not a standard product but some manufacturers for example Polyfelt GesmbH have a possibility to produce it There is not much experience on the pure glass fibre reinforcements but probably they are slippery and not easy to handle

Reinforcement can also be done with standard steel grids used in road construction The standard steel grid is for example B500H -56-2001500 and the steel type is B500H The steel rods are 5 and 6 mm and the openings are 200 mm and 150 mm respectively The steel

RESEARCH REPORT VTT-R-03124-06

15 (24)

grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

RESEARCH REPORT VTT-R-03124-06

16 (24)

34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

RESEARCH REPORT VTT-R-03124-06

17 (24)

36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

RESEARCH REPORT VTT-R-03124-06

18 (24)

The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

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3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 7: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

6 (24)

The backfill material can be modified together with the development of the machinery to achieve as good compaction quality as possible The bentonite spraying machine should be quite small and the backfill material has to be transported to the tunnel endings with some kind of pumping techniques or belt conveyor

Table 1 SWOT analysis of modified shotcrete techniques

Strengths Basic techniques are known

Does not depend on the shape of the tunnel

Basic machines are available

Filling can be done in quite steep layers

Weaknesses The compaction result is probably under the requirements

May need some additional compaction afterwards

Shotcrete technique needs compression air

The unevenness of the roof may cause problems

Opportunities Compaction can be made in longer laps

Threats Is the compaction result good enough

Can the shotcrete machine work in low and long tunnel endings

How does the material work in the shotcrete machine

Will there be much rebound material

Does the material fix to the previously processed layer

Layered backfill material

1400

3000

3500

2650

1750

R =1750

Figure 2 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

7 (24)

22 Displacement method

The displacement method is an additional method to improve compaction of previously filled material The principle of the method is to drive compress rotate or vibrate (or a mixture of those) stiff piles to the filled material in horizontal direction (Figure 3) The piles displace the filling material and in the mean time the material around compacts Other possibility is to compress a steel pile to the filled material and fill steel pipe later with the backfill material In both cases the piles can not be very long (810 m) and the piling machine needs the total height of the tunnel so also the horizontally layered backfill material fill has to be done in short cuts

The displacement method needs a lot of machinery development because most of the piling machines do use gravitation as the driving force of the pile Drilling rigs and boring jumbos which can work also in horizontal direction are available but they are planned for small pile or anchor diameters

Figure 3 The principle of the displacement method

Table 2 SWOT analysis of displacement method

Strengths Can be used as to achieve higher degrees of compaction The shape of tunnel does not affect to the result

Weaknesses Short working cuts A lot of development is needed for the machinery and method Horizontal directing of the pile needs more development

Opportunities Can be used as an additional compaction method Threats Is the work efficient enough

Compaction is not even in every place of tunnel Reinforcement is needed for the layered filling Will there be problems with the long-term durability of the pile materials The threat of the generation of corrosion gases in long-term

RESEARCH REPORT VTT-R-03124-06

9 (24)

24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

RESEARCH REPORT VTT-R-03124-06

9 (24)

24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

RESEARCH REPORT VTT-R-03124-06

10 (24)

25 Vertical seal walls

A vertical seal wall method can be done in many ways Here are presented two different alternatives how to apply the idea In the first alternative the idea is to compact lower part of the tunnel to final requirement of density The upper part of tunnel is filled with shotcrete spray application or centrifugal blasting spraying method So the compaction of the upper part does not fulfil the required density of the final backfill One working cut can be quite long about 3040 m Once the one cut is filled with backfill material a vertical sealing wall is constructed to the end of the cut The seal wall consists of two concrete walls in the middle of which pure bentonite is pressed through tubes in the outer wall

The idea is to have sealing walls which hydraulic conductivity is very low between cuts So the hydraulic conductivity is not even but varies in different part of tunnel The total conductivity is a function of the conductivity of the lower upper fillings and seal wall The drying of the concrete takes same time which makes the working time of one cut longer The degradation of the concrete may affect the function of the system in long-term

An other alternative is attach injection tubes to the tunnel roof fill the upper part of tunnel with shot crete spray application or centrifugal blasting spraying method and after the construction of a concrete wall to injection mass through the tubes to upper part of the tunnel (Figure 6) In this case the idea of the concrete wall is hinder the hydraulic pressure of the injection mass With this method it is possible to achieve more even compaction result also in the upper part of the tunnel However the bentonite - crushed rock aggregate mixture maybe can be used as injection mass but the maximum grain size has to be checked and also the water content has to be higher so that hydraulic pressure is possible

Concrete wall

One working cut 3040 m

Upper part is filled with shot crete or centrifugal blasting technique

Injection tubes are attached to the roof injection is done through them

Figure 6 The principle of the vertical seal wall

RESEARCH REPORT VTT-R-03124-06

11 (24)

Table 5 SWOT analysis of vertical seal walls

Strengths Simple and efficient method

Not much equipment is needed

Can be done in longer cuts

The contact of the filling material with roof can be secured

Compaction can be secured with sealing walls

Injection can be done later and even couple of shifts

Weaknesses Concrete walls drying takes its time

The composition of injection mass is a problem

the quality of the compaction can not easily controlled

Long-term safety issues

Opportunities Can easily be modified to even more alternatives

Injection method (alt 2) can be blended with other methods

Threats Can bentonite be filled between walls good enough

RESEARCH REPORT VTT-R-03124-06

12 (24)

3 Displacement method - a detailed study

31 General properties of the displacement piles

The length of the piles is 7898 metres and the working shift is 200 mm longer than that The diameter of each pile can be something between 200250 mm In the case of driven piles the cross section can also be squared with an area of 250 x 250 mm

2 The resisting force for Φ

= 220 mm pile can be estimated to be about 5060 kN if the pile is 8 meter long The resisting force has been calculated from the generally known bearing capacity equations (for example RIL 212-1995 Suurpaalutusohje 1995) The bearing capacity theories have been conducted to the cases of vertical piles Thus it is probable that they give too small resisting force

In displacement method it is important that the piles are driven in a mixed order In the beginning about every fourth pile is driven and then the remaining piles are driven in mixed order Figure 7 presents a cross section of a tunnel fill and a principle of the driving sequence

Figure 7 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

13 (24)

The used piles can be shorter (about 5 metre) and then two piles can be joined together with one joint (for example Leimets standard joints for concrete piles) The pile can also be equipped with a designed head part to reduce the resistant force About 1823 piles cross section is needed to reach the target density of 19 tnm3 (table 5) The amount of piles B has been calculated with equation 1

⎟⎟⎠

⎞⎜⎜⎝

⎛minussdot= 1

1

2

ρρ

pile

tunnel

AA

B

where ρ2 target density 19 tm3

ρ1 evaluated density of the filling 16 tm3

Atunnel cross section of the tunnel 467 m2

A pile cross section of a pile m2

Piles can be compressed vibrated drilled or driven into backfill material A stencil is needed because the placements of the piles have to be quite strict Some characteristic values for the piles are presented in table 5 The resisting force is calculated from the bearing capacity equations The weight of the steel pipe piles includes only the weight of the steel pipe

Table 5 Some characteristic values of the piles

Pile material Diameter mm Amount weight kg

(L=10 m)

Resisting force kN (L=10 m)

Steel concrete 220 23 950 52

Steel concrete 250 18 1227 65

Steel concrete square 250 x 250 14 1563 90

Steel pipe 220 23 247 52

Steel pipe 250 18 283 65

The displacement piling disturbs the surround material significantly through displacements and vibration Therefore it is important to find out how the backfill material behaves under the driving process To model this a modified test was conducted in VTTs laboratory The test resembled standard Proctor test procedure but the main interest was to follow how the material behaves The tested material had 30 bentonite 70 crushed rock and water content was 12 After the test the sample was split Figure 8 illustrates a split sample after the test No water was noticed to separate during driving or afterwards Some condensation of the bentonite was noticed from the split sample Yet this condensation is quite uniform and the main reason for it is inadequate mixing The sample has attached very tightly against the

RESEARCH REPORT VTT-R-03124-06

14 (24)

Proctor moulds wall and during the splitting it cracked (Fig8 horizontal crack) The test results suggest that there will not be big problems of the material disturbance during pile driving Yet the material seemed to be quite fragile So there might be small local cracking in the front cutting

Figure 8 A split sample after driving test

32 Reinforcement of the layered fill

The driving vibration or compression of the piles causes displacement in the surrounding fill Thus it is very probable that the previously filled material can collapse down from the facing slope To avoid this the upper part of the layered fill has to be reinforced Reinforcement can either be a glass fibre mat or steel grid Usually glass fibre reinforcements are composites with both glass fibre and polymers While the organic materials are forbidden to use the reinforcement should be made from glass fibre only Pure glass fibre reinforcement is not a standard product but some manufacturers for example Polyfelt GesmbH have a possibility to produce it There is not much experience on the pure glass fibre reinforcements but probably they are slippery and not easy to handle

Reinforcement can also be done with standard steel grids used in road construction The standard steel grid is for example B500H -56-2001500 and the steel type is B500H The steel rods are 5 and 6 mm and the openings are 200 mm and 150 mm respectively The steel

RESEARCH REPORT VTT-R-03124-06

15 (24)

grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

RESEARCH REPORT VTT-R-03124-06

16 (24)

34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

RESEARCH REPORT VTT-R-03124-06

17 (24)

36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

RESEARCH REPORT VTT-R-03124-06

18 (24)

The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

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3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 8: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

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22 Displacement method

The displacement method is an additional method to improve compaction of previously filled material The principle of the method is to drive compress rotate or vibrate (or a mixture of those) stiff piles to the filled material in horizontal direction (Figure 3) The piles displace the filling material and in the mean time the material around compacts Other possibility is to compress a steel pile to the filled material and fill steel pipe later with the backfill material In both cases the piles can not be very long (810 m) and the piling machine needs the total height of the tunnel so also the horizontally layered backfill material fill has to be done in short cuts

The displacement method needs a lot of machinery development because most of the piling machines do use gravitation as the driving force of the pile Drilling rigs and boring jumbos which can work also in horizontal direction are available but they are planned for small pile or anchor diameters

Figure 3 The principle of the displacement method

Table 2 SWOT analysis of displacement method

Strengths Can be used as to achieve higher degrees of compaction The shape of tunnel does not affect to the result

Weaknesses Short working cuts A lot of development is needed for the machinery and method Horizontal directing of the pile needs more development

Opportunities Can be used as an additional compaction method Threats Is the work efficient enough

Compaction is not even in every place of tunnel Reinforcement is needed for the layered filling Will there be problems with the long-term durability of the pile materials The threat of the generation of corrosion gases in long-term

RESEARCH REPORT VTT-R-03124-06

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24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

RESEARCH REPORT VTT-R-03124-06

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24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

RESEARCH REPORT VTT-R-03124-06

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25 Vertical seal walls

A vertical seal wall method can be done in many ways Here are presented two different alternatives how to apply the idea In the first alternative the idea is to compact lower part of the tunnel to final requirement of density The upper part of tunnel is filled with shotcrete spray application or centrifugal blasting spraying method So the compaction of the upper part does not fulfil the required density of the final backfill One working cut can be quite long about 3040 m Once the one cut is filled with backfill material a vertical sealing wall is constructed to the end of the cut The seal wall consists of two concrete walls in the middle of which pure bentonite is pressed through tubes in the outer wall

The idea is to have sealing walls which hydraulic conductivity is very low between cuts So the hydraulic conductivity is not even but varies in different part of tunnel The total conductivity is a function of the conductivity of the lower upper fillings and seal wall The drying of the concrete takes same time which makes the working time of one cut longer The degradation of the concrete may affect the function of the system in long-term

An other alternative is attach injection tubes to the tunnel roof fill the upper part of tunnel with shot crete spray application or centrifugal blasting spraying method and after the construction of a concrete wall to injection mass through the tubes to upper part of the tunnel (Figure 6) In this case the idea of the concrete wall is hinder the hydraulic pressure of the injection mass With this method it is possible to achieve more even compaction result also in the upper part of the tunnel However the bentonite - crushed rock aggregate mixture maybe can be used as injection mass but the maximum grain size has to be checked and also the water content has to be higher so that hydraulic pressure is possible

Concrete wall

One working cut 3040 m

Upper part is filled with shot crete or centrifugal blasting technique

Injection tubes are attached to the roof injection is done through them

Figure 6 The principle of the vertical seal wall

RESEARCH REPORT VTT-R-03124-06

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Table 5 SWOT analysis of vertical seal walls

Strengths Simple and efficient method

Not much equipment is needed

Can be done in longer cuts

The contact of the filling material with roof can be secured

Compaction can be secured with sealing walls

Injection can be done later and even couple of shifts

Weaknesses Concrete walls drying takes its time

The composition of injection mass is a problem

the quality of the compaction can not easily controlled

Long-term safety issues

Opportunities Can easily be modified to even more alternatives

Injection method (alt 2) can be blended with other methods

Threats Can bentonite be filled between walls good enough

RESEARCH REPORT VTT-R-03124-06

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3 Displacement method - a detailed study

31 General properties of the displacement piles

The length of the piles is 7898 metres and the working shift is 200 mm longer than that The diameter of each pile can be something between 200250 mm In the case of driven piles the cross section can also be squared with an area of 250 x 250 mm

2 The resisting force for Φ

= 220 mm pile can be estimated to be about 5060 kN if the pile is 8 meter long The resisting force has been calculated from the generally known bearing capacity equations (for example RIL 212-1995 Suurpaalutusohje 1995) The bearing capacity theories have been conducted to the cases of vertical piles Thus it is probable that they give too small resisting force

In displacement method it is important that the piles are driven in a mixed order In the beginning about every fourth pile is driven and then the remaining piles are driven in mixed order Figure 7 presents a cross section of a tunnel fill and a principle of the driving sequence

Figure 7 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

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The used piles can be shorter (about 5 metre) and then two piles can be joined together with one joint (for example Leimets standard joints for concrete piles) The pile can also be equipped with a designed head part to reduce the resistant force About 1823 piles cross section is needed to reach the target density of 19 tnm3 (table 5) The amount of piles B has been calculated with equation 1

⎟⎟⎠

⎞⎜⎜⎝

⎛minussdot= 1

1

2

ρρ

pile

tunnel

AA

B

where ρ2 target density 19 tm3

ρ1 evaluated density of the filling 16 tm3

Atunnel cross section of the tunnel 467 m2

A pile cross section of a pile m2

Piles can be compressed vibrated drilled or driven into backfill material A stencil is needed because the placements of the piles have to be quite strict Some characteristic values for the piles are presented in table 5 The resisting force is calculated from the bearing capacity equations The weight of the steel pipe piles includes only the weight of the steel pipe

Table 5 Some characteristic values of the piles

Pile material Diameter mm Amount weight kg

(L=10 m)

Resisting force kN (L=10 m)

Steel concrete 220 23 950 52

Steel concrete 250 18 1227 65

Steel concrete square 250 x 250 14 1563 90

Steel pipe 220 23 247 52

Steel pipe 250 18 283 65

The displacement piling disturbs the surround material significantly through displacements and vibration Therefore it is important to find out how the backfill material behaves under the driving process To model this a modified test was conducted in VTTs laboratory The test resembled standard Proctor test procedure but the main interest was to follow how the material behaves The tested material had 30 bentonite 70 crushed rock and water content was 12 After the test the sample was split Figure 8 illustrates a split sample after the test No water was noticed to separate during driving or afterwards Some condensation of the bentonite was noticed from the split sample Yet this condensation is quite uniform and the main reason for it is inadequate mixing The sample has attached very tightly against the

RESEARCH REPORT VTT-R-03124-06

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Proctor moulds wall and during the splitting it cracked (Fig8 horizontal crack) The test results suggest that there will not be big problems of the material disturbance during pile driving Yet the material seemed to be quite fragile So there might be small local cracking in the front cutting

Figure 8 A split sample after driving test

32 Reinforcement of the layered fill

The driving vibration or compression of the piles causes displacement in the surrounding fill Thus it is very probable that the previously filled material can collapse down from the facing slope To avoid this the upper part of the layered fill has to be reinforced Reinforcement can either be a glass fibre mat or steel grid Usually glass fibre reinforcements are composites with both glass fibre and polymers While the organic materials are forbidden to use the reinforcement should be made from glass fibre only Pure glass fibre reinforcement is not a standard product but some manufacturers for example Polyfelt GesmbH have a possibility to produce it There is not much experience on the pure glass fibre reinforcements but probably they are slippery and not easy to handle

Reinforcement can also be done with standard steel grids used in road construction The standard steel grid is for example B500H -56-2001500 and the steel type is B500H The steel rods are 5 and 6 mm and the openings are 200 mm and 150 mm respectively The steel

RESEARCH REPORT VTT-R-03124-06

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grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

RESEARCH REPORT VTT-R-03124-06

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34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

RESEARCH REPORT VTT-R-03124-06

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36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

RESEARCH REPORT VTT-R-03124-06

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The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

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Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

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Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

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4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

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5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

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6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

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7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

Page 2 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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13APPENDIX 1(33)
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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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085

Co

lum

n c

lose

to

cen

tre

On

Hia

b cr

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wit

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

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Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

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Page 9: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

9 (24)

24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

RESEARCH REPORT VTT-R-03124-06

9 (24)

24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

RESEARCH REPORT VTT-R-03124-06

10 (24)

25 Vertical seal walls

A vertical seal wall method can be done in many ways Here are presented two different alternatives how to apply the idea In the first alternative the idea is to compact lower part of the tunnel to final requirement of density The upper part of tunnel is filled with shotcrete spray application or centrifugal blasting spraying method So the compaction of the upper part does not fulfil the required density of the final backfill One working cut can be quite long about 3040 m Once the one cut is filled with backfill material a vertical sealing wall is constructed to the end of the cut The seal wall consists of two concrete walls in the middle of which pure bentonite is pressed through tubes in the outer wall

The idea is to have sealing walls which hydraulic conductivity is very low between cuts So the hydraulic conductivity is not even but varies in different part of tunnel The total conductivity is a function of the conductivity of the lower upper fillings and seal wall The drying of the concrete takes same time which makes the working time of one cut longer The degradation of the concrete may affect the function of the system in long-term

An other alternative is attach injection tubes to the tunnel roof fill the upper part of tunnel with shot crete spray application or centrifugal blasting spraying method and after the construction of a concrete wall to injection mass through the tubes to upper part of the tunnel (Figure 6) In this case the idea of the concrete wall is hinder the hydraulic pressure of the injection mass With this method it is possible to achieve more even compaction result also in the upper part of the tunnel However the bentonite - crushed rock aggregate mixture maybe can be used as injection mass but the maximum grain size has to be checked and also the water content has to be higher so that hydraulic pressure is possible

Concrete wall

One working cut 3040 m

Upper part is filled with shot crete or centrifugal blasting technique

Injection tubes are attached to the roof injection is done through them

Figure 6 The principle of the vertical seal wall

RESEARCH REPORT VTT-R-03124-06

11 (24)

Table 5 SWOT analysis of vertical seal walls

Strengths Simple and efficient method

Not much equipment is needed

Can be done in longer cuts

The contact of the filling material with roof can be secured

Compaction can be secured with sealing walls

Injection can be done later and even couple of shifts

Weaknesses Concrete walls drying takes its time

The composition of injection mass is a problem

the quality of the compaction can not easily controlled

Long-term safety issues

Opportunities Can easily be modified to even more alternatives

Injection method (alt 2) can be blended with other methods

Threats Can bentonite be filled between walls good enough

RESEARCH REPORT VTT-R-03124-06

12 (24)

3 Displacement method - a detailed study

31 General properties of the displacement piles

The length of the piles is 7898 metres and the working shift is 200 mm longer than that The diameter of each pile can be something between 200250 mm In the case of driven piles the cross section can also be squared with an area of 250 x 250 mm

2 The resisting force for Φ

= 220 mm pile can be estimated to be about 5060 kN if the pile is 8 meter long The resisting force has been calculated from the generally known bearing capacity equations (for example RIL 212-1995 Suurpaalutusohje 1995) The bearing capacity theories have been conducted to the cases of vertical piles Thus it is probable that they give too small resisting force

In displacement method it is important that the piles are driven in a mixed order In the beginning about every fourth pile is driven and then the remaining piles are driven in mixed order Figure 7 presents a cross section of a tunnel fill and a principle of the driving sequence

Figure 7 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

13 (24)

The used piles can be shorter (about 5 metre) and then two piles can be joined together with one joint (for example Leimets standard joints for concrete piles) The pile can also be equipped with a designed head part to reduce the resistant force About 1823 piles cross section is needed to reach the target density of 19 tnm3 (table 5) The amount of piles B has been calculated with equation 1

⎟⎟⎠

⎞⎜⎜⎝

⎛minussdot= 1

1

2

ρρ

pile

tunnel

AA

B

where ρ2 target density 19 tm3

ρ1 evaluated density of the filling 16 tm3

Atunnel cross section of the tunnel 467 m2

A pile cross section of a pile m2

Piles can be compressed vibrated drilled or driven into backfill material A stencil is needed because the placements of the piles have to be quite strict Some characteristic values for the piles are presented in table 5 The resisting force is calculated from the bearing capacity equations The weight of the steel pipe piles includes only the weight of the steel pipe

Table 5 Some characteristic values of the piles

Pile material Diameter mm Amount weight kg

(L=10 m)

Resisting force kN (L=10 m)

Steel concrete 220 23 950 52

Steel concrete 250 18 1227 65

Steel concrete square 250 x 250 14 1563 90

Steel pipe 220 23 247 52

Steel pipe 250 18 283 65

The displacement piling disturbs the surround material significantly through displacements and vibration Therefore it is important to find out how the backfill material behaves under the driving process To model this a modified test was conducted in VTTs laboratory The test resembled standard Proctor test procedure but the main interest was to follow how the material behaves The tested material had 30 bentonite 70 crushed rock and water content was 12 After the test the sample was split Figure 8 illustrates a split sample after the test No water was noticed to separate during driving or afterwards Some condensation of the bentonite was noticed from the split sample Yet this condensation is quite uniform and the main reason for it is inadequate mixing The sample has attached very tightly against the

RESEARCH REPORT VTT-R-03124-06

14 (24)

Proctor moulds wall and during the splitting it cracked (Fig8 horizontal crack) The test results suggest that there will not be big problems of the material disturbance during pile driving Yet the material seemed to be quite fragile So there might be small local cracking in the front cutting

Figure 8 A split sample after driving test

32 Reinforcement of the layered fill

The driving vibration or compression of the piles causes displacement in the surrounding fill Thus it is very probable that the previously filled material can collapse down from the facing slope To avoid this the upper part of the layered fill has to be reinforced Reinforcement can either be a glass fibre mat or steel grid Usually glass fibre reinforcements are composites with both glass fibre and polymers While the organic materials are forbidden to use the reinforcement should be made from glass fibre only Pure glass fibre reinforcement is not a standard product but some manufacturers for example Polyfelt GesmbH have a possibility to produce it There is not much experience on the pure glass fibre reinforcements but probably they are slippery and not easy to handle

Reinforcement can also be done with standard steel grids used in road construction The standard steel grid is for example B500H -56-2001500 and the steel type is B500H The steel rods are 5 and 6 mm and the openings are 200 mm and 150 mm respectively The steel

RESEARCH REPORT VTT-R-03124-06

15 (24)

grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

RESEARCH REPORT VTT-R-03124-06

16 (24)

34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

RESEARCH REPORT VTT-R-03124-06

17 (24)

36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

RESEARCH REPORT VTT-R-03124-06

18 (24)

The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 16

3132006httpwwwputzmeisterdegbproduktebpautotypenm16asp

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

Page 2 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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085

Co

lum

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tre

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

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Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

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Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

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Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

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Page 10: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

9 (24)

24 Compression method

A compression method bases on the facility which is attached to the tunnel walls The facility includes 36 press plates which press and compact the filled material together with vibration The filled material is fed in tubes which penetrate the plates Another possibility is to use the belt conveyer for moving the filling material The compaction and filling is done to the whole tunnel cross section The work is done in thin nearly vertical layers from bottom to top (Figure 5) The press plates have to be formed following the shape of the tunnel The compression is done with hydraulic compression force and vibration

The method is efficient and it has one working stage The problem is that there is no ready machinery so much effort is needed to develop the facility The tunnel boring machine (TBM) can be used as a base machine while it can press itself against the walls of the tunnel

4 4 m

The filling feeding

Facility is fixed by compressing it

against tunnel walls

The material is compressd and

vibrated with separate plates

Figure 5 The principle of the compression method

Table 4 SWOT analysis of compression method

Strengths Efficient method

One working stage

Weaknesses Much effort is needed to the development of the machinery

Opportunities One method one working stage

Threats Can the press plates be formed to the total tunnel cross section

Is it possible to develop a facility good enough

RESEARCH REPORT VTT-R-03124-06

10 (24)

25 Vertical seal walls

A vertical seal wall method can be done in many ways Here are presented two different alternatives how to apply the idea In the first alternative the idea is to compact lower part of the tunnel to final requirement of density The upper part of tunnel is filled with shotcrete spray application or centrifugal blasting spraying method So the compaction of the upper part does not fulfil the required density of the final backfill One working cut can be quite long about 3040 m Once the one cut is filled with backfill material a vertical sealing wall is constructed to the end of the cut The seal wall consists of two concrete walls in the middle of which pure bentonite is pressed through tubes in the outer wall

The idea is to have sealing walls which hydraulic conductivity is very low between cuts So the hydraulic conductivity is not even but varies in different part of tunnel The total conductivity is a function of the conductivity of the lower upper fillings and seal wall The drying of the concrete takes same time which makes the working time of one cut longer The degradation of the concrete may affect the function of the system in long-term

An other alternative is attach injection tubes to the tunnel roof fill the upper part of tunnel with shot crete spray application or centrifugal blasting spraying method and after the construction of a concrete wall to injection mass through the tubes to upper part of the tunnel (Figure 6) In this case the idea of the concrete wall is hinder the hydraulic pressure of the injection mass With this method it is possible to achieve more even compaction result also in the upper part of the tunnel However the bentonite - crushed rock aggregate mixture maybe can be used as injection mass but the maximum grain size has to be checked and also the water content has to be higher so that hydraulic pressure is possible

Concrete wall

One working cut 3040 m

Upper part is filled with shot crete or centrifugal blasting technique

Injection tubes are attached to the roof injection is done through them

Figure 6 The principle of the vertical seal wall

RESEARCH REPORT VTT-R-03124-06

11 (24)

Table 5 SWOT analysis of vertical seal walls

Strengths Simple and efficient method

Not much equipment is needed

Can be done in longer cuts

The contact of the filling material with roof can be secured

Compaction can be secured with sealing walls

Injection can be done later and even couple of shifts

Weaknesses Concrete walls drying takes its time

The composition of injection mass is a problem

the quality of the compaction can not easily controlled

Long-term safety issues

Opportunities Can easily be modified to even more alternatives

Injection method (alt 2) can be blended with other methods

Threats Can bentonite be filled between walls good enough

RESEARCH REPORT VTT-R-03124-06

12 (24)

3 Displacement method - a detailed study

31 General properties of the displacement piles

The length of the piles is 7898 metres and the working shift is 200 mm longer than that The diameter of each pile can be something between 200250 mm In the case of driven piles the cross section can also be squared with an area of 250 x 250 mm

2 The resisting force for Φ

= 220 mm pile can be estimated to be about 5060 kN if the pile is 8 meter long The resisting force has been calculated from the generally known bearing capacity equations (for example RIL 212-1995 Suurpaalutusohje 1995) The bearing capacity theories have been conducted to the cases of vertical piles Thus it is probable that they give too small resisting force

In displacement method it is important that the piles are driven in a mixed order In the beginning about every fourth pile is driven and then the remaining piles are driven in mixed order Figure 7 presents a cross section of a tunnel fill and a principle of the driving sequence

Figure 7 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

13 (24)

The used piles can be shorter (about 5 metre) and then two piles can be joined together with one joint (for example Leimets standard joints for concrete piles) The pile can also be equipped with a designed head part to reduce the resistant force About 1823 piles cross section is needed to reach the target density of 19 tnm3 (table 5) The amount of piles B has been calculated with equation 1

⎟⎟⎠

⎞⎜⎜⎝

⎛minussdot= 1

1

2

ρρ

pile

tunnel

AA

B

where ρ2 target density 19 tm3

ρ1 evaluated density of the filling 16 tm3

Atunnel cross section of the tunnel 467 m2

A pile cross section of a pile m2

Piles can be compressed vibrated drilled or driven into backfill material A stencil is needed because the placements of the piles have to be quite strict Some characteristic values for the piles are presented in table 5 The resisting force is calculated from the bearing capacity equations The weight of the steel pipe piles includes only the weight of the steel pipe

Table 5 Some characteristic values of the piles

Pile material Diameter mm Amount weight kg

(L=10 m)

Resisting force kN (L=10 m)

Steel concrete 220 23 950 52

Steel concrete 250 18 1227 65

Steel concrete square 250 x 250 14 1563 90

Steel pipe 220 23 247 52

Steel pipe 250 18 283 65

The displacement piling disturbs the surround material significantly through displacements and vibration Therefore it is important to find out how the backfill material behaves under the driving process To model this a modified test was conducted in VTTs laboratory The test resembled standard Proctor test procedure but the main interest was to follow how the material behaves The tested material had 30 bentonite 70 crushed rock and water content was 12 After the test the sample was split Figure 8 illustrates a split sample after the test No water was noticed to separate during driving or afterwards Some condensation of the bentonite was noticed from the split sample Yet this condensation is quite uniform and the main reason for it is inadequate mixing The sample has attached very tightly against the

RESEARCH REPORT VTT-R-03124-06

14 (24)

Proctor moulds wall and during the splitting it cracked (Fig8 horizontal crack) The test results suggest that there will not be big problems of the material disturbance during pile driving Yet the material seemed to be quite fragile So there might be small local cracking in the front cutting

Figure 8 A split sample after driving test

32 Reinforcement of the layered fill

The driving vibration or compression of the piles causes displacement in the surrounding fill Thus it is very probable that the previously filled material can collapse down from the facing slope To avoid this the upper part of the layered fill has to be reinforced Reinforcement can either be a glass fibre mat or steel grid Usually glass fibre reinforcements are composites with both glass fibre and polymers While the organic materials are forbidden to use the reinforcement should be made from glass fibre only Pure glass fibre reinforcement is not a standard product but some manufacturers for example Polyfelt GesmbH have a possibility to produce it There is not much experience on the pure glass fibre reinforcements but probably they are slippery and not easy to handle

Reinforcement can also be done with standard steel grids used in road construction The standard steel grid is for example B500H -56-2001500 and the steel type is B500H The steel rods are 5 and 6 mm and the openings are 200 mm and 150 mm respectively The steel

RESEARCH REPORT VTT-R-03124-06

15 (24)

grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

RESEARCH REPORT VTT-R-03124-06

16 (24)

34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

RESEARCH REPORT VTT-R-03124-06

17 (24)

36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

RESEARCH REPORT VTT-R-03124-06

18 (24)

The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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3132006httpwwwputzmeisterdegbproduktebpautotypenm16asp

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

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085

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

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Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

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Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

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Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

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Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

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Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

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Page 11: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

10 (24)

25 Vertical seal walls

A vertical seal wall method can be done in many ways Here are presented two different alternatives how to apply the idea In the first alternative the idea is to compact lower part of the tunnel to final requirement of density The upper part of tunnel is filled with shotcrete spray application or centrifugal blasting spraying method So the compaction of the upper part does not fulfil the required density of the final backfill One working cut can be quite long about 3040 m Once the one cut is filled with backfill material a vertical sealing wall is constructed to the end of the cut The seal wall consists of two concrete walls in the middle of which pure bentonite is pressed through tubes in the outer wall

The idea is to have sealing walls which hydraulic conductivity is very low between cuts So the hydraulic conductivity is not even but varies in different part of tunnel The total conductivity is a function of the conductivity of the lower upper fillings and seal wall The drying of the concrete takes same time which makes the working time of one cut longer The degradation of the concrete may affect the function of the system in long-term

An other alternative is attach injection tubes to the tunnel roof fill the upper part of tunnel with shot crete spray application or centrifugal blasting spraying method and after the construction of a concrete wall to injection mass through the tubes to upper part of the tunnel (Figure 6) In this case the idea of the concrete wall is hinder the hydraulic pressure of the injection mass With this method it is possible to achieve more even compaction result also in the upper part of the tunnel However the bentonite - crushed rock aggregate mixture maybe can be used as injection mass but the maximum grain size has to be checked and also the water content has to be higher so that hydraulic pressure is possible

Concrete wall

One working cut 3040 m

Upper part is filled with shot crete or centrifugal blasting technique

Injection tubes are attached to the roof injection is done through them

Figure 6 The principle of the vertical seal wall

RESEARCH REPORT VTT-R-03124-06

11 (24)

Table 5 SWOT analysis of vertical seal walls

Strengths Simple and efficient method

Not much equipment is needed

Can be done in longer cuts

The contact of the filling material with roof can be secured

Compaction can be secured with sealing walls

Injection can be done later and even couple of shifts

Weaknesses Concrete walls drying takes its time

The composition of injection mass is a problem

the quality of the compaction can not easily controlled

Long-term safety issues

Opportunities Can easily be modified to even more alternatives

Injection method (alt 2) can be blended with other methods

Threats Can bentonite be filled between walls good enough

RESEARCH REPORT VTT-R-03124-06

12 (24)

3 Displacement method - a detailed study

31 General properties of the displacement piles

The length of the piles is 7898 metres and the working shift is 200 mm longer than that The diameter of each pile can be something between 200250 mm In the case of driven piles the cross section can also be squared with an area of 250 x 250 mm

2 The resisting force for Φ

= 220 mm pile can be estimated to be about 5060 kN if the pile is 8 meter long The resisting force has been calculated from the generally known bearing capacity equations (for example RIL 212-1995 Suurpaalutusohje 1995) The bearing capacity theories have been conducted to the cases of vertical piles Thus it is probable that they give too small resisting force

In displacement method it is important that the piles are driven in a mixed order In the beginning about every fourth pile is driven and then the remaining piles are driven in mixed order Figure 7 presents a cross section of a tunnel fill and a principle of the driving sequence

Figure 7 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

13 (24)

The used piles can be shorter (about 5 metre) and then two piles can be joined together with one joint (for example Leimets standard joints for concrete piles) The pile can also be equipped with a designed head part to reduce the resistant force About 1823 piles cross section is needed to reach the target density of 19 tnm3 (table 5) The amount of piles B has been calculated with equation 1

⎟⎟⎠

⎞⎜⎜⎝

⎛minussdot= 1

1

2

ρρ

pile

tunnel

AA

B

where ρ2 target density 19 tm3

ρ1 evaluated density of the filling 16 tm3

Atunnel cross section of the tunnel 467 m2

A pile cross section of a pile m2

Piles can be compressed vibrated drilled or driven into backfill material A stencil is needed because the placements of the piles have to be quite strict Some characteristic values for the piles are presented in table 5 The resisting force is calculated from the bearing capacity equations The weight of the steel pipe piles includes only the weight of the steel pipe

Table 5 Some characteristic values of the piles

Pile material Diameter mm Amount weight kg

(L=10 m)

Resisting force kN (L=10 m)

Steel concrete 220 23 950 52

Steel concrete 250 18 1227 65

Steel concrete square 250 x 250 14 1563 90

Steel pipe 220 23 247 52

Steel pipe 250 18 283 65

The displacement piling disturbs the surround material significantly through displacements and vibration Therefore it is important to find out how the backfill material behaves under the driving process To model this a modified test was conducted in VTTs laboratory The test resembled standard Proctor test procedure but the main interest was to follow how the material behaves The tested material had 30 bentonite 70 crushed rock and water content was 12 After the test the sample was split Figure 8 illustrates a split sample after the test No water was noticed to separate during driving or afterwards Some condensation of the bentonite was noticed from the split sample Yet this condensation is quite uniform and the main reason for it is inadequate mixing The sample has attached very tightly against the

RESEARCH REPORT VTT-R-03124-06

14 (24)

Proctor moulds wall and during the splitting it cracked (Fig8 horizontal crack) The test results suggest that there will not be big problems of the material disturbance during pile driving Yet the material seemed to be quite fragile So there might be small local cracking in the front cutting

Figure 8 A split sample after driving test

32 Reinforcement of the layered fill

The driving vibration or compression of the piles causes displacement in the surrounding fill Thus it is very probable that the previously filled material can collapse down from the facing slope To avoid this the upper part of the layered fill has to be reinforced Reinforcement can either be a glass fibre mat or steel grid Usually glass fibre reinforcements are composites with both glass fibre and polymers While the organic materials are forbidden to use the reinforcement should be made from glass fibre only Pure glass fibre reinforcement is not a standard product but some manufacturers for example Polyfelt GesmbH have a possibility to produce it There is not much experience on the pure glass fibre reinforcements but probably they are slippery and not easy to handle

Reinforcement can also be done with standard steel grids used in road construction The standard steel grid is for example B500H -56-2001500 and the steel type is B500H The steel rods are 5 and 6 mm and the openings are 200 mm and 150 mm respectively The steel

RESEARCH REPORT VTT-R-03124-06

15 (24)

grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

RESEARCH REPORT VTT-R-03124-06

16 (24)

34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

RESEARCH REPORT VTT-R-03124-06

17 (24)

36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

RESEARCH REPORT VTT-R-03124-06

18 (24)

The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

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3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 12: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

11 (24)

Table 5 SWOT analysis of vertical seal walls

Strengths Simple and efficient method

Not much equipment is needed

Can be done in longer cuts

The contact of the filling material with roof can be secured

Compaction can be secured with sealing walls

Injection can be done later and even couple of shifts

Weaknesses Concrete walls drying takes its time

The composition of injection mass is a problem

the quality of the compaction can not easily controlled

Long-term safety issues

Opportunities Can easily be modified to even more alternatives

Injection method (alt 2) can be blended with other methods

Threats Can bentonite be filled between walls good enough

RESEARCH REPORT VTT-R-03124-06

12 (24)

3 Displacement method - a detailed study

31 General properties of the displacement piles

The length of the piles is 7898 metres and the working shift is 200 mm longer than that The diameter of each pile can be something between 200250 mm In the case of driven piles the cross section can also be squared with an area of 250 x 250 mm

2 The resisting force for Φ

= 220 mm pile can be estimated to be about 5060 kN if the pile is 8 meter long The resisting force has been calculated from the generally known bearing capacity equations (for example RIL 212-1995 Suurpaalutusohje 1995) The bearing capacity theories have been conducted to the cases of vertical piles Thus it is probable that they give too small resisting force

In displacement method it is important that the piles are driven in a mixed order In the beginning about every fourth pile is driven and then the remaining piles are driven in mixed order Figure 7 presents a cross section of a tunnel fill and a principle of the driving sequence

Figure 7 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

13 (24)

The used piles can be shorter (about 5 metre) and then two piles can be joined together with one joint (for example Leimets standard joints for concrete piles) The pile can also be equipped with a designed head part to reduce the resistant force About 1823 piles cross section is needed to reach the target density of 19 tnm3 (table 5) The amount of piles B has been calculated with equation 1

⎟⎟⎠

⎞⎜⎜⎝

⎛minussdot= 1

1

2

ρρ

pile

tunnel

AA

B

where ρ2 target density 19 tm3

ρ1 evaluated density of the filling 16 tm3

Atunnel cross section of the tunnel 467 m2

A pile cross section of a pile m2

Piles can be compressed vibrated drilled or driven into backfill material A stencil is needed because the placements of the piles have to be quite strict Some characteristic values for the piles are presented in table 5 The resisting force is calculated from the bearing capacity equations The weight of the steel pipe piles includes only the weight of the steel pipe

Table 5 Some characteristic values of the piles

Pile material Diameter mm Amount weight kg

(L=10 m)

Resisting force kN (L=10 m)

Steel concrete 220 23 950 52

Steel concrete 250 18 1227 65

Steel concrete square 250 x 250 14 1563 90

Steel pipe 220 23 247 52

Steel pipe 250 18 283 65

The displacement piling disturbs the surround material significantly through displacements and vibration Therefore it is important to find out how the backfill material behaves under the driving process To model this a modified test was conducted in VTTs laboratory The test resembled standard Proctor test procedure but the main interest was to follow how the material behaves The tested material had 30 bentonite 70 crushed rock and water content was 12 After the test the sample was split Figure 8 illustrates a split sample after the test No water was noticed to separate during driving or afterwards Some condensation of the bentonite was noticed from the split sample Yet this condensation is quite uniform and the main reason for it is inadequate mixing The sample has attached very tightly against the

RESEARCH REPORT VTT-R-03124-06

14 (24)

Proctor moulds wall and during the splitting it cracked (Fig8 horizontal crack) The test results suggest that there will not be big problems of the material disturbance during pile driving Yet the material seemed to be quite fragile So there might be small local cracking in the front cutting

Figure 8 A split sample after driving test

32 Reinforcement of the layered fill

The driving vibration or compression of the piles causes displacement in the surrounding fill Thus it is very probable that the previously filled material can collapse down from the facing slope To avoid this the upper part of the layered fill has to be reinforced Reinforcement can either be a glass fibre mat or steel grid Usually glass fibre reinforcements are composites with both glass fibre and polymers While the organic materials are forbidden to use the reinforcement should be made from glass fibre only Pure glass fibre reinforcement is not a standard product but some manufacturers for example Polyfelt GesmbH have a possibility to produce it There is not much experience on the pure glass fibre reinforcements but probably they are slippery and not easy to handle

Reinforcement can also be done with standard steel grids used in road construction The standard steel grid is for example B500H -56-2001500 and the steel type is B500H The steel rods are 5 and 6 mm and the openings are 200 mm and 150 mm respectively The steel

RESEARCH REPORT VTT-R-03124-06

15 (24)

grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

RESEARCH REPORT VTT-R-03124-06

16 (24)

34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

RESEARCH REPORT VTT-R-03124-06

17 (24)

36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

RESEARCH REPORT VTT-R-03124-06

18 (24)

The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 13: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

12 (24)

3 Displacement method - a detailed study

31 General properties of the displacement piles

The length of the piles is 7898 metres and the working shift is 200 mm longer than that The diameter of each pile can be something between 200250 mm In the case of driven piles the cross section can also be squared with an area of 250 x 250 mm

2 The resisting force for Φ

= 220 mm pile can be estimated to be about 5060 kN if the pile is 8 meter long The resisting force has been calculated from the generally known bearing capacity equations (for example RIL 212-1995 Suurpaalutusohje 1995) The bearing capacity theories have been conducted to the cases of vertical piles Thus it is probable that they give too small resisting force

In displacement method it is important that the piles are driven in a mixed order In the beginning about every fourth pile is driven and then the remaining piles are driven in mixed order Figure 7 presents a cross section of a tunnel fill and a principle of the driving sequence

Figure 7 The cross section of the repository tunnel and layered backfill

RESEARCH REPORT VTT-R-03124-06

13 (24)

The used piles can be shorter (about 5 metre) and then two piles can be joined together with one joint (for example Leimets standard joints for concrete piles) The pile can also be equipped with a designed head part to reduce the resistant force About 1823 piles cross section is needed to reach the target density of 19 tnm3 (table 5) The amount of piles B has been calculated with equation 1

⎟⎟⎠

⎞⎜⎜⎝

⎛minussdot= 1

1

2

ρρ

pile

tunnel

AA

B

where ρ2 target density 19 tm3

ρ1 evaluated density of the filling 16 tm3

Atunnel cross section of the tunnel 467 m2

A pile cross section of a pile m2

Piles can be compressed vibrated drilled or driven into backfill material A stencil is needed because the placements of the piles have to be quite strict Some characteristic values for the piles are presented in table 5 The resisting force is calculated from the bearing capacity equations The weight of the steel pipe piles includes only the weight of the steel pipe

Table 5 Some characteristic values of the piles

Pile material Diameter mm Amount weight kg

(L=10 m)

Resisting force kN (L=10 m)

Steel concrete 220 23 950 52

Steel concrete 250 18 1227 65

Steel concrete square 250 x 250 14 1563 90

Steel pipe 220 23 247 52

Steel pipe 250 18 283 65

The displacement piling disturbs the surround material significantly through displacements and vibration Therefore it is important to find out how the backfill material behaves under the driving process To model this a modified test was conducted in VTTs laboratory The test resembled standard Proctor test procedure but the main interest was to follow how the material behaves The tested material had 30 bentonite 70 crushed rock and water content was 12 After the test the sample was split Figure 8 illustrates a split sample after the test No water was noticed to separate during driving or afterwards Some condensation of the bentonite was noticed from the split sample Yet this condensation is quite uniform and the main reason for it is inadequate mixing The sample has attached very tightly against the

RESEARCH REPORT VTT-R-03124-06

14 (24)

Proctor moulds wall and during the splitting it cracked (Fig8 horizontal crack) The test results suggest that there will not be big problems of the material disturbance during pile driving Yet the material seemed to be quite fragile So there might be small local cracking in the front cutting

Figure 8 A split sample after driving test

32 Reinforcement of the layered fill

The driving vibration or compression of the piles causes displacement in the surrounding fill Thus it is very probable that the previously filled material can collapse down from the facing slope To avoid this the upper part of the layered fill has to be reinforced Reinforcement can either be a glass fibre mat or steel grid Usually glass fibre reinforcements are composites with both glass fibre and polymers While the organic materials are forbidden to use the reinforcement should be made from glass fibre only Pure glass fibre reinforcement is not a standard product but some manufacturers for example Polyfelt GesmbH have a possibility to produce it There is not much experience on the pure glass fibre reinforcements but probably they are slippery and not easy to handle

Reinforcement can also be done with standard steel grids used in road construction The standard steel grid is for example B500H -56-2001500 and the steel type is B500H The steel rods are 5 and 6 mm and the openings are 200 mm and 150 mm respectively The steel

RESEARCH REPORT VTT-R-03124-06

15 (24)

grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

RESEARCH REPORT VTT-R-03124-06

16 (24)

34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

RESEARCH REPORT VTT-R-03124-06

17 (24)

36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

RESEARCH REPORT VTT-R-03124-06

18 (24)

The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

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3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 14: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

13 (24)

The used piles can be shorter (about 5 metre) and then two piles can be joined together with one joint (for example Leimets standard joints for concrete piles) The pile can also be equipped with a designed head part to reduce the resistant force About 1823 piles cross section is needed to reach the target density of 19 tnm3 (table 5) The amount of piles B has been calculated with equation 1

⎟⎟⎠

⎞⎜⎜⎝

⎛minussdot= 1

1

2

ρρ

pile

tunnel

AA

B

where ρ2 target density 19 tm3

ρ1 evaluated density of the filling 16 tm3

Atunnel cross section of the tunnel 467 m2

A pile cross section of a pile m2

Piles can be compressed vibrated drilled or driven into backfill material A stencil is needed because the placements of the piles have to be quite strict Some characteristic values for the piles are presented in table 5 The resisting force is calculated from the bearing capacity equations The weight of the steel pipe piles includes only the weight of the steel pipe

Table 5 Some characteristic values of the piles

Pile material Diameter mm Amount weight kg

(L=10 m)

Resisting force kN (L=10 m)

Steel concrete 220 23 950 52

Steel concrete 250 18 1227 65

Steel concrete square 250 x 250 14 1563 90

Steel pipe 220 23 247 52

Steel pipe 250 18 283 65

The displacement piling disturbs the surround material significantly through displacements and vibration Therefore it is important to find out how the backfill material behaves under the driving process To model this a modified test was conducted in VTTs laboratory The test resembled standard Proctor test procedure but the main interest was to follow how the material behaves The tested material had 30 bentonite 70 crushed rock and water content was 12 After the test the sample was split Figure 8 illustrates a split sample after the test No water was noticed to separate during driving or afterwards Some condensation of the bentonite was noticed from the split sample Yet this condensation is quite uniform and the main reason for it is inadequate mixing The sample has attached very tightly against the

RESEARCH REPORT VTT-R-03124-06

14 (24)

Proctor moulds wall and during the splitting it cracked (Fig8 horizontal crack) The test results suggest that there will not be big problems of the material disturbance during pile driving Yet the material seemed to be quite fragile So there might be small local cracking in the front cutting

Figure 8 A split sample after driving test

32 Reinforcement of the layered fill

The driving vibration or compression of the piles causes displacement in the surrounding fill Thus it is very probable that the previously filled material can collapse down from the facing slope To avoid this the upper part of the layered fill has to be reinforced Reinforcement can either be a glass fibre mat or steel grid Usually glass fibre reinforcements are composites with both glass fibre and polymers While the organic materials are forbidden to use the reinforcement should be made from glass fibre only Pure glass fibre reinforcement is not a standard product but some manufacturers for example Polyfelt GesmbH have a possibility to produce it There is not much experience on the pure glass fibre reinforcements but probably they are slippery and not easy to handle

Reinforcement can also be done with standard steel grids used in road construction The standard steel grid is for example B500H -56-2001500 and the steel type is B500H The steel rods are 5 and 6 mm and the openings are 200 mm and 150 mm respectively The steel

RESEARCH REPORT VTT-R-03124-06

15 (24)

grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

RESEARCH REPORT VTT-R-03124-06

16 (24)

34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

RESEARCH REPORT VTT-R-03124-06

17 (24)

36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

RESEARCH REPORT VTT-R-03124-06

18 (24)

The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

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3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 15: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

14 (24)

Proctor moulds wall and during the splitting it cracked (Fig8 horizontal crack) The test results suggest that there will not be big problems of the material disturbance during pile driving Yet the material seemed to be quite fragile So there might be small local cracking in the front cutting

Figure 8 A split sample after driving test

32 Reinforcement of the layered fill

The driving vibration or compression of the piles causes displacement in the surrounding fill Thus it is very probable that the previously filled material can collapse down from the facing slope To avoid this the upper part of the layered fill has to be reinforced Reinforcement can either be a glass fibre mat or steel grid Usually glass fibre reinforcements are composites with both glass fibre and polymers While the organic materials are forbidden to use the reinforcement should be made from glass fibre only Pure glass fibre reinforcement is not a standard product but some manufacturers for example Polyfelt GesmbH have a possibility to produce it There is not much experience on the pure glass fibre reinforcements but probably they are slippery and not easy to handle

Reinforcement can also be done with standard steel grids used in road construction The standard steel grid is for example B500H -56-2001500 and the steel type is B500H The steel rods are 5 and 6 mm and the openings are 200 mm and 150 mm respectively The steel

RESEARCH REPORT VTT-R-03124-06

15 (24)

grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

RESEARCH REPORT VTT-R-03124-06

16 (24)

34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

RESEARCH REPORT VTT-R-03124-06

17 (24)

36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

RESEARCH REPORT VTT-R-03124-06

18 (24)

The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 16: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

15 (24)

grids can be bent to follow the shape of the slope even during the manufacture Steel grids are manufactured in Finland by Tammet Oy and Pintos Oy The opening of the grids has to be designed to meet the requirements of the filling material

It is also possible that piling disturbs the upper part of the tunnel fill and local collapses happen Local collapses will cause loosening of the tunnel fill material and its falling onto the tunnel floor The loosen material is very difficult to recompact The test piling will show if this is a problem A method to solve this problem is to use reinforcement on the surface of the fill Even plastic reinforcements could be used because they can be taken away after the piling is ready

33 Piling machine

The base of the piling machine depends on the power transmission method If driven or vibrated piles are used drilling jumbos can be used as the base machine The reason why drilling jumbos are better than conventional piling machines is that they are already designed to be used in tunnels so there will be not problems with the size of the machine There are many possible drilling jumbo bases that can be used Suitable jumbos are for example Atlas Copcos Boomer Tamrocks Axera T08 or Normets Himec 9915 B The drilling rigs have to be taken away and replaced with much stiffer rigs for the piles The average weight of the pile depends on its material diameter and length (table 5)

If compression or rotation is used the base of the piling machine should be heavier than in the case of driving Then a better choose for the base is to use tunnel boring machine (TBM) A reason to choose TBM is that it can compress itself to the walls of the tunnel so the force needed for the compression can be reached easier One method to reduce the resisting force would be to add vibration too

One important part of the machinery is the structure of the rig The length of the pile is about 10 metres and its weight depends on the pile material For the concrete pile the weight is about 9501230 kg The weight of the power transmission tool (hammer) is about the same Thus the rig has to be quite big and stiff The rig can be a little lighter if shorter extendable piles are used Figure 9 illustrates the piling method with all components

About 8 hellip 10 m

Reinforcement ndash glass fibre or steel grid

Horizontal rsquopilesrsquo steel pipes or concrete L = 78 m98 mPile placement

stencil

21

Removable driving tool

Separate carriage to bring piles with lifter like

Hiab 085

Drilling machine base with pile rig stencil removable stroking

tool (or drilling machine) and reeler

Figure 9 Displacement piling method

RESEARCH REPORT VTT-R-03124-06

16 (24)

34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

RESEARCH REPORT VTT-R-03124-06

17 (24)

36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

RESEARCH REPORT VTT-R-03124-06

18 (24)

The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

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3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 17: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

16 (24)

34 Driving method

The easiest way to evoke driving force is to use a hydraulic hammer Originally hydraulic hammers have been developed for demolition proposes That is why they normally use small hams and high strike speed A suitable hydraulic hammer could be Rammers S27 or S29 These hammers are quite heavy (530830 kg) and long 1518 m The driving force of the hydraulic hammer is so quick that it will break concrete pile unless a cushion is used Steel pipe piles can be driving without big problems This phenomenon would favour a sharp wedge steel pile which could be filled with clay afterwards

Unistos tube piston hammer type (TPH) is a prototype product of hydraulic hammer Its great advantage is that the driving force resembles to the normally used piling force The speed of the stroke is smaller and the force is bigger than in Rammers hammer So there will not be problems with the breakage of the piles So far the TPH can drive pile diameters up to 190 mms but in the future the measures can be widen to larger piles The piles can be driven in horizontal direction and also concrete piles can be used

The handling and driving of steel pipe piles would easier if the piles could be filled after the driving Filling can be done either with ready bentonite blocks or with screw press The end of the pile has a cap and the filling is started from there The screw press both pushes and compacts the filling material into the pile The hydraulic screw press can be for example Putzmeisters M36 BSF3616H or BSF2615H machine (wwwputzmeisterde) The filling material has to be optimized for the screw press because the maximum grain size has to be less or equal to 6 mm It is possible that the piles do not need any caps after filling To save time the filling can be done in the same time as piles are driven So no extra time is needed

The piles can also be prefilled In that case the rig and driving machine have to be much stronger The prefilling can be done either in the main tunnel or above ground During filling it would be easier to turn the pile to the vertical direction fill it with thin layers which are compacted with hammer like in Proctor test When the pile is full it will be sealed with a steel cap A prefilled pile with bentonite - crushed rock fill is even heaver than a concrete pile Another problem with prefilled piles is that the filling can separate and detach from the pile walls during driving These all reasons prefer to the postfilling of the pile

35 Vibration method

The vibration method can also been used Vibration is nowadays used often in the driving of sheet piles The Movax sheet piler takes a side grip of the sheet pile and vibrates it to the earth (wwwunistofi) If in the end more striking is needed it can be done from the top of the sheet pile The Movax sheet piler is designed to vibrate thin objects like sheet piles but also round objects can be vibrated The vibration can be done in horizontal direction The advantage of the vibration is that it compacts the surroundings of the pile more efficiently than pure driving or compression Another advantage of the Movax sheet piler is that grips the pile from the side Thus the rig structure can be lighter In the vibration method the vibrating force has to be fixed carefully to avoid overcompaction and empty spaces in the tunnel roof

RESEARCH REPORT VTT-R-03124-06

17 (24)

36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

RESEARCH REPORT VTT-R-03124-06

18 (24)

The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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3132006httpwwwputzmeisterdegbproduktebpautotypenm16asp

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

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085

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

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Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

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Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

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Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

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Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

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Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 18: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

17 (24)

36 Compression method

Compression method together with rotation can also been used For example Junttan has rotaty heads which could be used Junttans drilling machine Pm20 JD15 could be used if it is modified to suit to the tunnel Compression method needs larger counterweight than driving method So the piling machines base must be heavier Alternatively a tunnel boring machine TBM which can be pressed against tunnel walls could be used as a base machine

37 Convey of the piles

Normally two third part of the piling work consists on the handling of the piles and the driving is only one third parts To make pile handling as quick as possible much attention should also been paid on the smooth convey of the piles Piles of one working shift are transferred to the tunnel with a separate trailer The trailer is nosed from rear with a terminal tractor like for example Kalmar TTX-162 Its width is 25 metres and lifting capacity is 25 000 kg The trailer can have a lifter (for example Hiab 085) which can lift the pile near to the piling machines rig On possibility is to have a special reeler in the end of rig to suction the pile to the rig According to Yrjouml Raunisto (Unisto Oy) there are many possible techniques to do the conveying All parts and methods are already available but they have be united and designed in a new way This needs co-operation with machine manufacturers

38 Work efficiency

The efficiency of the pile driving was modelled by using GRLweap - program GRLweap bases on the shock wave theory The input data included pile hammer data soil and pile material properties The modelling was done for the steel pipe (φ = 220mm length = 10 m) and used hammer type was Unistos THP 12 000 hammer The material properties of the backfill material were varied Much higher friction angle (40deg) was used instead of the measured one (17deg24deg) because the material seems to have a high matrix suction The backfill materials resisting force (or failure load) was estimated by using bearing capacity equations with three different pile lengths One modelling was done with pure cohesion and the other one with pure friction Table 6 presents the results of the modelling According to the calculations it takes 456 hours to drive 23 steel pipe piles if there are 100 hits minute When the handling time of the piles is taken into account the total pile driving time can be estimated to be 68 hours

Table 6 Time needed for displacement piling in tunnel backfill process

Bearing capacity

Failure load kN

Max stress in steel

MPa

Max speed of the ham ms

Average driving time of a 10 m pile min

Cohesion 150 kPa 51201 251259 6 118

Friction angle 40deg 204404 250259 6 156

RESEARCH REPORT VTT-R-03124-06

18 (24)

The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

Page 2 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

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3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 19: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

18 (24)

The target speed of the backfilling is five metres per day The efficiency of the total backfill process is estimated in the table 7 for a section of about 10 m The figures include the time needed to convey machines and equipments out and in to repository tunnel The most difficult thing is to estimate the time needed for the layered filling The layered filling method is known to be possible but so far its details have not been designed The thickness of the layers has been estimated as well as the angle of the slope aso This makes the time estimations uncertain The total time needed for the backfilling of one section varies from 40 h50 h This equals to five metre of finished backfilled tunnel per one day if the work is done in three working shifts So the target speed five meters per day can probably be reached

Table 7 Time needed for different work phases in tunnel backfill process

Work phase Layers Working efficiency (unitsh) Duration (d)

Demolition of the tunnel structures 2

Layered backfilling with continuous compaction control method 1013 04505 2533

Backfilling of the upper part with rocket (or shot crete) technics - 1029 m3h 7

Displacement method (driving) + postfilling of piles 68

Sum 4050

39 Cost estimations

The cost estimation includes both the cost of the piling and the cost of the backfilling of the tunnel Neither does it include the cost of the development of the machinery or convey systems The cost estimation for 10 m of steel pipe piling is presented in Table 8 The piles are one length piles (10 m) without joints and they are assumed to be post-filled with bentonite - crushed rock mixture All the unit costs correspond to the price level of November 2005 and they are based on the discussions with Antti Kaartokallio (Ekokem-palvelut Oy ndash benotnite- crushed rock mixture) and Juha Vunneli (YIT Rakennus Oy piling) The total cost estimation of horizontal steel pipe piling per one tunnel metre is 4 055 euro (Table 8) The cost estimation of the precast concrete piles is presented in Table 9 If steel concrete piles are used no post-filling is needed With one length precast concrete piles the total cost per tunnel metre is 2 978 euro

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 20: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

19 (24)

Table 8 Cost estimation for 10 m of post-filled steel pipe piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Bentonite - crushed rock pile filling material tn 142 82 1 170

Steel pile material (φ 250mm d 10 mm)

m 18 10 m 58 10 440

Piling work m 18 10 m 21 3 780 Steel grid material amp

installation m2 50 7 350

Postfilling work m 18 10 m 7 1 260

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of the backfilling 2800 2800

Sum euro 10 m 40 546 Sum euro 1 tunnel metre 4 055

Table 9 Cost estimation for 10 m of precast concrete piling

Material or work Units Amount Unit cost (eurounit) Total (euro)

Concrete piles material (250 x 250 mm

2 d 10 mm)

m 14 10 m 20 2 800

Piling work m 14 10 m 22 3 080 Steel grid material amp

installation m2 50 7 350

Bentonite - crushed rock material horizontal

tn (target density 19

tnm3) 176 82 14 432

Bentonite - crushed rock material inclined

tn (target density 16

tnm3) 77 82 6 314

Construction and compaction of backfilling 2800 2 800

Sum euro 10 m 29 776 Sum euro 1 tunnel metre 2 978

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 16

3132006httpwwwputzmeisterdegbproduktebpautotypenm16asp

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

Page 2 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 21: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

20 (24)

Cost estimation can be compared with the reference structure of an ideal situation of a layered structure where the lower part of the tunnel has been filled with horizontal layers and the upper part with inclined layers (Table 10) The target density of the calculation has been 19 tnm3 The structures cost estimation bases on the cost data from Antti Kaartokallio (Ekokem-palvelut Oy) The extra cost for the steel pipe piling is 1 541 eurotunnel metre and for precast concrete piling 464 eurotunnel metre The biggest cost of steel piling is the pile material

Table 10 Cost estimation for a reference structure of a layered bentonite - crushed rock mixture tunnel metre

Material or work Units Amount Unit cost (eurounit)

Total (euro)

Bentonite - crushed rock material (horizontal and

inclined)

tn

(target density 19 tnm3)

270 82 22 140

Construction and compaction of backfilling 3000 3000

Sum euro 10 m 25 140

Sum euro 1 tunnel metre 2 514

The extra cost of the steel piling euro tunnel metre is 1 541

The extra cost of the concrete piling euro tunnel metre is 464

310 VTTs proposal for the method

The pile driving method and the used machine depends on many things The choice of the methods and materials has been based on their reliability availability and efficiency VTTs proposal of the previously presented methods is following

1 steel grid reinforcement to the layered fill

2 unfilled steel pipe piles with a base cap

3 light boring jumbo as the base machine with one to two rigs

4 driving of the piles with Unistos tube piston hammer TPH

5 bentonite - crushed rock filling of the steel pipes with a screw press

6 convey method of the piles has to be designed separately

The choice of the methods and materials has been based on their reliability availability and efficiency

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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13APPENDIX 3
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Accepted set by RTEajr

085

Co

lum

n c

lose

to

cen

tre

On

Hia

b cr

anes

wit

h ra

ck a

nd p

inio

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g th

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re a

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his

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me

outr

each

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th s

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ise

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oad

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tion

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l ext

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ons

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ost 1

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etre

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iona

l hig

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ith

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he S

PAC

E 5

000

syst

em o

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you

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ting

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ne T

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ics

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duce

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s ag

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Val

ve 9

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ane

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HIAB085Capacity 9 tmThe

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des

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ibili

ty

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HIA

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ane

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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13APPENDIX 5(22)
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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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13APPENDIX 6(55)
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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 22: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

21 (24)

4 Quality control methods The quality of the tunnel compaction is not easy to prove Yet there are some indirect methods to control the filling and its compaction The simplest method is to follow all the time how much filling material has been used per each tunnel metre The density of the tunnel backfill can be measured horizontally with radiometric method

The quality of the filled layer compaction is recommended to be followed from the continuous compaction control method which can be verified by volumetric tests or falling weight test methods

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 16

3132006httpwwwputzmeisterdegbproduktebpautotypenm16asp

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

Page 2 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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085

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 23: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

22 (24)

5 Conclusions and proposals for further studies The compaction study concentrated on the displacement method with piles The displacement method is an additional way to improve the density of the tunnel backfill Yet it is quite expensive method The reference structure with the ideal target density costs about 2510 eurometre The extra cost for the post-filled steel pipe piling is about 1 540 euro tunnel metre and for precast concrete piling 460 euro tunnel metre The displacement method is possible to execute and probably will meat the work efficiency targets (five metresday) However the method needs more development of the production method and equipment The most important issues to be developed are

1 the rig which will be added to the driving jumbo basement

2 a removable hydraulic hammer together with the choose of the piling material

3 steel pipe filling method

4 the lifter and conveying machine for the piles including reeler

5 the reinforcement of the layered fill

The proposals for further studies are following

the development of the shotcrete or rocket method to improve the original density of the filling together with the optimization of the backfill material

the development of the piling machine together with manufactures like Normet Junttan Unisto Oy (or alternatively Tamrock)

the development of the driving method and choosing of the pile material

if steel pipes are used postfilling process of the pipes after driving

the conveying method

the development of the backfill reinforcement and its design

testing of the method

assessment of long-term safety of suggested materials amp the concept

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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085

Co

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oad

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ost 1

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you

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ting

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HIAB085Capacity 9 tmThe

HIA

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rovi

des

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ibili

ty

The

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a c

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ane

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 24: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

23 (24)

6 References Adam D Memodandum Backfilling and closure of the deep repository Compaction aspects amp recommendations Moumldling June 2005 28 pages

Backfilling of the Deep Repository Assessment of backfill concepts Posiva Oy Eurajoki Working Report 2003-77

Boumlrgesson L 2001 Aumlspouml Hard Rock Laboratory Compilation of laboratory data for buffer and backfill materials in the Prototype repository SKB IPR-01-34 SKB (Svensk Kaumlrnbraumlnslehantering AB)

Discussion with Yrjouml Raunisto the manager director of Unisto Oy on the 24th of August 2005 in Haumlmeenlinna

Gunnarsson D Boumlrgesson L Keto P Tolppanen P amp Hansen J 2004

Gunnarsson D Keto P Johannesson L-E amp Sellin P 2006 Backfilling of the Deep Repository Assessment of backfill concepts Assessment of backfill materials amp methods Posiva Oy Eurajoki Working Report 2005-XX (IN PROGRESS)

IVO 1990 Haumlrkoumlnen H Palmu J Anttila P 1990 Ydinjaumltteiden loppusijoitustillan taumlyteainekokeet Vaumlliraportti 2311990 DLB1-G310-0078

Keto P Kuula-Vaumlisaumlnen P and Ruuskanen J Effect of material parameters on the compactibility of the backfill materials Posiva working report series report 2005

RIL 212 - 1995 Suurpaalutusohje 1995 SPO-95 Suomen Rakennusinsinoumloumlrien Liitto RIL ry 199

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 16

3132006httpwwwputzmeisterdegbproduktebpautotypenm16asp

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

Page 2 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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085

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 25: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

RESEARCH REPORT VTT-R-03124-06

24 (24)

7 APPENDIX APPENDIX 1 Product information screw press and concrete pumps httpwwwputzmeisterdegbproduktebpautotypendefaultasp

APPENDIX 2 Product information Movax sheet pilers and TPH tube piston hammer wwwunistofi

APPENDIX 3 Product information of locking pile joints wwwleimetfi

APPENDIX 4 Product information of lifters httpwwwhiabcomloadercranes

APPENDIX 5 Product information Kalmar terminal tractor httpwwwkalmarindcom

APPENDIX 6 Product information Boomer boring jumbos httpwwwatlascopcocom

APPENDIX 7 Product information Axeras boring jumbos httpwwwsmcsandvikcom

APPENDIX 8 Product information Normets boring jumbos and lifters httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 16

3132006httpwwwputzmeisterdegbproduktebpautotypenm16asp

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

Page 2 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 26: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 16

The small versatile concrete pump BSF 1609 with S-tube M 16 boom with Z-fold being advantageous for this reach and 100 mm delivery line

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 16 M 16 164 130 81 41 3 Z

Pump Type Output msup3h

Pressure bar

Cylinder-Oslash mm

Strokes min Hopper

BSF 1609 H BSF 09 H 90 78 110x63 26 RS 900

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 16

3132006httpwwwputzmeisterdegbproduktebpautotypenm16asp

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Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

Page 2 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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085

Co

lum

n c

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to

cen

tre

On

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anes

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 27: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

Produkte Product range

Truck mounted concrete pumpsTechnologyTypesM 16M 20M 24-3M 24-4M 28M 31M 32M 36M 38M 42M 42-5M 46-5M 47-5M 52M 58-4M 58-5M 6x

Used machinesContact Marketing

Putzmeister Concrete Pumps

Truck-Mounted Concrete Pump M 36

Modern Placing Boom Technology - Mobility on the tightest of space

What do you expect from a truck-mounted concrete pump that - lets say - should deal with 75 of your daily work The pump should have sufficient net and vertical reach At the same time it must be compact and manoevrable The placing boom ought to be flexible so that it can also master most difficult operations such as for example work below electrical power lines or for getting to points of placement with poor access

The M 36 is just such an all-round concrete pump

Animations (Macromedia Flash Player required)

This pump with its performance data can deal with a very large part of your applications And also the pumps own requirements for the job - such as for example the space requirement at the construction site - distinguish it as the universal concrete pump The M 36 is the result of many years of experience gained by successful pump service carrying out everyday difficult and demanding operations

Unfold the M 36 Concreting with the M 36 Fold the M 36 Concreting ceilings with the M 36

Boom Type Vertical reach m

Horizontal reach m

Depth of reach m

Unfolding height m

No of arms Folding

M 36 M 36Z 356 317 237 87 4 Z

Pump Type Outputmsup3h

Pressurebar

Cylinder-Oslash mm

Strokes min Hopper

BRF 3609 H BRF 09 H 90 78 110x63 26 RC 700

BRF 3614 H BRF 14 H 14088 70112 130x80 2717 RC 700

BRF 3616 H BRF 16 H 160108 85130 140x80 3121 RC 700

BRF 3616 H LS BRF 16 H LS 160 85 125x80 26 RC 700

BSF 3609 H BSF 09 H 90 78 110x63 26 RS 900

BSF 3614 H BSF 14 H 14088 70112 130x80 2717 RS 900

BSF 3616 H BSF 16 H 160108 85130 140x80 3121 RS 900

BSF 3616 H LS BSF 16 H LS 160 85 125x80 26 RS 900 M

Data Rod-side Head-side Performance data is max theor The accessories shown are partly extras Right to make amendments reserved

If you would like to get more information please send us a mail to marketingpmwde

|News |Products |Company |Site reports |ServiceContact |Academy |Search

Page 1 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

Page 2 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 28: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

Datenschutzhinweis | Impressum | Verkaufs- und Lieferbedingungen Privacy Statement | Contributors | Terms and Conditions of Sale and Delivery

Copyright copy 1998-2004 Putzmeister AG site changed on 040204 Contact pkipmwde

Page 2 of 2Putzmeister AG - Concrete Pumps M 36

3132006httpwwwputzmeisterdegbproduktebpautotypenm36asp

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MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 29: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

MOVAX -Revolutionary Piling concept Movax product lines are highly innovative excavator accessodriving Movax concept offers savings on total investments mfunctionality and higher productivity compared with all otherconcepts NEW - Movax AUTO B - 4th generation full automatic steerinand enhanced successor of 12 AUTO AUTO I AUTO II (ROBAUTO III NEW - Revolutionary Movax PRODUCT will be launced in INTPARIS

Movax Side-Grip vibrator

Movax TPH multipurpose hammer

Auto Steering for excavator

Accessories for Movax

Page 1 of 1Unisto Oy

3132006httpwwwunistofiincludepagephpcurrent=index

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Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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085

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n c

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to

cen

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On

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k N

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ise

the

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oad

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an b

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h up

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tion

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l ext

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ons

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ost 1

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etre

s T

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rane

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ered

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iona

l hig

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ith

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PAC

E 5

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igen

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you

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ting

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r cra

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ics

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ed in

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any

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ve 9

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HIAB085Capacity 9 tmThe

HIA

B 0

85 p

rovi

des

flex

ibili

ty

The

HIA

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85 is

a c

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ane

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each

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o to

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

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SPRAYING

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Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 30: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

Pile joint

The locking elements of Leimet pile joints are manufactured of high-quality steel Pile joints are under continuous quality control and testing

The joint is fixed to the pile in the factory during the concrete casting process so that the locking pins are perpendicular against the pile axis A casting guide ensures the correct alignment of the joint on the pile

The use of Leimet joints makes it possible to manufacture the piles in correct transport lengths and splice them on the building site into spliced piles of required length and flexural stiffness

The Leimet pile joint is locked with a clamping locking pin The joint is locked by inserting the pin into the locking block

Page 1 of 1

3132006httpwwwleimetfiengpaalujatkoshtml

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+5

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20281

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 2Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsproduct_groupaspid=rocket+boomer+104

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 31: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

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PB-085-EN-EU_CMYKqxd 05-05-31 0843 Sida 2

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Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

Page 1 of 1Atlas Copco

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 32: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

Min 4150 Max 13715

HIAB 085 Basic data

DisclaimerHiab cranes has been built to meet the highest standards of safety and service life and has been thoroughly tested Strength calculations for this model have

been carried out in accordance with DIN 15018 Hiabrsquos certified Quality Assurance System complies with the ISO 9001 Some of the items in our literature

may be extra equipment Certain applications may require an official permitWe reserve the right to change technical specifications without prior notice

Hiab cranes produced for EU-countries are CE-marked and comply with the European Standard EN 12999

1716151413121110

9876543210

-1-2-3-4-5-6-7-8-9

-10-11-12-13 m

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 m

3000 kg

1730 kg1100 kg

570 kg760 kg

370 kg

450 kg

2480

85

2100

BD

-085

-EN

-EU

_050

818

HIAB 085 E-5

Technical data 085-2 085 D-3 085 D-5 085 E-3 085 E-5

Max lifting capacity (kNm) 83 81 69 81 68

Outreach - hydralic extensions (m) 76 96 137 96 137

Outreach - manual extensions (m) - - - - -

Outreach lifting capacity standard (m kg) 20 4000 21 3800 22 3000 19 4000 22 3000

35 2400 37 2250 38 1800 39 2140 40 1730

55 1520 56 1410 58 1100 57 1400 58 1100

74 1120 75 1020 77 760 75 1020 77 760

- 94 800 96 560 95 800 96 570

- - 116 440 - 116 450

- - 136 370 - 136 370

Slewing angle 400ordm 400ordm 400ordm 400ordm 400ordm

Height in folded position (mm) 2100 2100 2100 2100 2100

Width in folded position (mm) 2480 2480 2480 2480 2480

Installation space needed (mm) 695 695 - 795 795 695 - 795 795

Weight - standard without stabilizers (kg) 1060 1180 1385 1195 1400

Weight - stabilizer equipment (kg) 145 - 300 145 - 300 145 - 300 145 - 300 145 - 300

BD 085 EN EU_2sidqxd 05 08 17 1057 Sida 2

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Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 33: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

Terminal tractors in ports and terminals Kalmar terminal tractors can be easily adapted to meet the various needs of cargo handling in ports and terminals They can handle semitrailers terminal trailers for containers and roll trailers with goosenecks For RoRo handling Kalmar heavy duty tractors have a high tractive effort to easily climb steep ramps and perform tight turns on slippery decks

Model Number

Drive Number of gears (F+R)

Power Torquer (kW-rpm) (kN-rpm)

Tires

Lifting capacity ( kg)

Turning radius (mm)

Lenght Width (mm)

Weight (kg)

Typical Application

ST122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

25000

6580 mm

5644x2624

6800

Distribution centers of various kinds warehousing distribution centres road legal trailer moving

PT122

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000 - as option)

5280 mm

4689x2591

6600

Container terminal operation often with bumcar trailers

Ottawa 50

4x2 4F+1R

129kW-2200 800Nm-1500

1100-R225

5th Wheel Table capacity 32 000 (Lifting 5th Wheel capacity 28 000)

6020 mm

4597x2464

6576

Container terminal operation

TTX-182

4x2 4F+4R

174kW-2300 854Nm-1400

1100-20

25000 (32000 as option)

5900 mm

5200 x 2500

9500

Trailer pulling in terminals + industrial applications

TRX-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

1100-20

32000

6300 mm

5200 x 2500

10300

Heavy RoRo - roll-trailers -self elevating trailers + industrial applications

TRL-182

4x4 8F+8R (with range change)

174kW-2300 854Nm-1400

31560 R225

25000 (32000 as option)

6300 mm

5200 x 2500

10500

RoRo Mega Jumbo trailers

TRX-242

4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1100-20

32000

7625 mm

5500 x 2500

13050

Very heavy RoRo -self elevating trailers+industrial applications

Page 1 of 2Kalmar Industries

3132006httpwww2kalmarindcomshowphpid=1020801

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TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

Page 2 of 2Kalmar Industries

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

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) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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13APPENDIX 8(12)
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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Page 34: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

TRX-252 4x4 6F+3R

246kW1600-2100 1674Nm-1000-1400

1200- R24 32000 9000 mm 6390 x 2800 15000 Super heavy RoRo -industrial applications + MTS (multi-trailer systems)

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3132006httpwww2kalmarindcomshowphpid=1020801

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

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Accepted set by RTEajr
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Marked set by RTEajr
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Completed set by RTEajr

) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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13APPENDIX 8(12)
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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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Cancelled set by RTEajr
Page 35: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 5

Products Applications Media English Select Search

Mustang 5

Now with pendulum crawler tracks

The Mustang 5 is a medium-sized drill rig with a feed and lifting capacity of 490 kN

Like the Model 4 the Model 5 is basically provided for rotary and rota-percussive drilling However if intended for application that use medium-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the rig is supplied with high-performance medium-sized drifters

The Model 5 is also ideally suited for jet grouting applications on narrow drill sites and can easily be fitted with pre-designed jet grouting kits for different column heights

The Model 5 comes in several versions

5-T1 A frame-mounted version mainly used for vertical drilling and designed for medium-sized trucks Like the 4-T1 version it is often sold and customized in co-operation with our clients 5-F1 A crawler version which like the 5-T1 version is mainly used for vertical drilling but is easier to move into position and transport 5-F4 A more complete crawler version with articulated boom The standard 42m stroke feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility ndash minipile driving tie-back anchoring and road embankment drilling 5-P4 With the oscillated crawler the mobility has improved conciderably and all the benefits of the 5-F4 are all there

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

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13APPENDIX 6(55)
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Accepted set by RTEajr
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Marked set by RTEajr

Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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13APPENDIX 7(12)
RTEajr
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Accepted set by RTEajr
RTEajr
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Marked set by RTEajr
RTEajr
Note
Completed set by RTEajr

) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
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13APPENDIX 8(12)
RTEajr
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Accepted set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
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Marked set by RTEajr
RTEajr
Note
Accepted set by RTEajr

optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
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RTEajr
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13APPENDIX 8(22)
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Accepted set by RTEajr
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Accepted set by RTEajr
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Rejected set by RTEajr
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Cancelled set by RTEajr
Page 36: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 281

Products Applications Media English Select Search

Rocket Boomer 281

One-boom rig A high capacity fully equipped single-boom tunnelling rig for small sized tunnels and mine production For high speed drilling in cross sections up to 31 msup2 Equipped with protective roof or operators cabin

Main specification RB 281

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 281 with COP 1238 1432 and COP 1638 versions Specifications available on request For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838ME

Drilling system DCS 18-280

Weight 9 300 kg

Length (with BMH 2840) 11 700 mm

Width 1 700 mm

Turning radius 4 4002 800 mm

Rocket Boomer 281 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation Photo Archive

M amp C magazine

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

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Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

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Accepted set by RTEajr
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Marked set by RTEajr
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Completed set by RTEajr

) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

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NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
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13APPENDIX 8(12)
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Accepted set by RTEajr
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Accepted set by RTEajr
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optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

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13APPENDIX 8(22)
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Marked set by RTEajr
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Accepted set by RTEajr
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Accepted set by RTEajr
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Page 37: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer 104

Products Applications Media English Select Search

Rocket Boomer 104 A high capacity small-sized drill rig for cross sections from 6 to 20 msup2 This fully equipped single-boom rig is specifically designed for narrow vein mining Boomer 104 can be equipped with either a protective roof or operators cabin One-boom rig

Main specification RB 104

Detailed specifications Click on the text below to view the pdf file

Other versions Boomer 104 with COP 1238 COP 1532 and COP 1638 versions Specifications available on request Options With Cabin For more information

Please contact your local Atlas Copco company

Boom 1 x BUT 4

Rock drill 1 x COP 1838ME

Drilling system DCS 18-104

Weight 12 500 kg

Length (with BMH 2831) 9 710 mm

Width 1 220 mm

Turning radius 4 4002 539 mm

Rocket Boomer 104 with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock drilling tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

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You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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13APPENDIX 6(55)
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Accepted set by RTEajr
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Marked set by RTEajr

Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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13APPENDIX 7(12)
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Completed set by RTEajr

) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

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13APPENDIX 7(22)
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Marked set by RTEajr

NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
Text Box
13APPENDIX 8(12)
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Accepted set by RTEajr

optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
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RTEajr
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13APPENDIX 8(22)
RTEajr
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Marked set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Accepted set by RTEajr
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Accepted set by RTEajr
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Rejected set by RTEajr
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Cancelled set by RTEajr
Page 38: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

You are here Products On Line Ground Engineering Multi-purpose Drill Rigs Mustang 9

Products Applications Media English Select Search

Mustang 9

This is a heavy-duty rig with a feedlifting capacity of 90 kN It is designed for difficult worksite conditions that pose a real challenge to the experience of the driller and the endurance of the equipment

If intended for applications that use large-sized OD or DEPS drilling equipment or the top hammer version of ODEX or similar systems the Model 9 is supplied with high-performance medium-sized or heavy-duty drifters Like the Model 5this Mustang is ideally suited for jet grouting applications and is easily fitted with pre-designed jet grouting kits

The Model 9 is available in the following versions

9-T1 A frame mounted version mainly used for vertical drilling but designed for large heavy-duty trucks 9-F1 The basic crawler version with the same kinematics and features as all Mustang T1 versions This crawler version can optionally be fitted with an excavator turntable between the base frame and crawler It is then in its basic form called the 9-E1 9-F4 A more complete crawler version with articulated boom The standard 42 m feed can be tilted to a range of different vertical and horizontal positions enabling the rig to be used for applications that require maximum flexibility -- minipile driving tie-back anchoring and road embankment drilling with large diameter deep holes 9-H5 A heavy-duty boom and crawler version of the 9-F4 with the same flexibility but fitted with a longer stroke feed that is of great benefit in minipile and jet-grouting applications

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Mustang+9

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You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

RTEajr
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13APPENDIX 6(55)
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Marked set by RTEajr

Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

RTEajr
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13APPENDIX 7(12)
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Completed set by RTEajr

) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

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13APPENDIX 7(22)
RTEajr
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Accepted set by RTEajr
RTEajr
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Marked set by RTEajr

NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
Text Box
13APPENDIX 8(12)
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Accepted set by RTEajr

optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
Inserted Text
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13APPENDIX 8(22)
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Marked set by RTEajr
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Accepted set by RTEajr
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Accepted set by RTEajr
RTEajr
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Rejected set by RTEajr
RTEajr
Note
Cancelled set by RTEajr
Page 39: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

You are here Products On Line Blast Hole Drilling Rigs Boomer - face drilling rigs Rocket Boomer S1

Products Applications Media English Select Search

Rocket Boomer S1

One-boom rig A direct controlled hydraulic tunnelling and mining rig for low roof heights For cross sections up to 29 msup2

Main specification RB S1 L

Detailed specifications Click on the text below to view the pdf file

For more information Please contact your local Atlas Copco company

Boom 1 x BUT 28

Rock drill 1 x COP 1838MECOP 1838HF

Drilling system DCS 18 - S1 L

Weight 12 500 kg

Length (with BMH 2837) 13 450 mm

Width 2 480 mm

Turning radius 5 6002 900 mm

Rocket Boomer S1 L with COP 1838 rock drill

Application Read about

Drifting and Tunnelling applications Underground Mining applications

Click on picture to enlarge

Related Rock Drilling Tools Hydraulic Rock Drills

Related links Rock drill simulation

Photo Archive

M amp C magazine

Page 1 of 1Atlas Copco

3132006httpsg01atlascopcocomSGSiteProductsProduct_GroupaspId=Rocket20Boomer20S1

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13APPENDIX 6(55)
RTEajr
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Accepted set by RTEajr
RTEajr
Note
Marked set by RTEajr

Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

RTEajr
Text Box
13APPENDIX 7(12)
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Completed set by RTEajr

) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

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13APPENDIX 7(22)
RTEajr
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Accepted set by RTEajr
RTEajr
Note
Marked set by RTEajr

NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
Text Box
13APPENDIX 8(12)
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Accepted set by RTEajr

optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
Inserted Text
RTEajr
Text Box
13APPENDIX 8(22)
RTEajr
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Marked set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
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Accepted set by RTEajr
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Rejected set by RTEajr
RTEajr
Note
Cancelled set by RTEajr
Page 40: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

Hammers S-series

Metric units

Us units

MOST PRODUCTIVE IN THE WORLD

Reliable design Fast and hard hitting hammers Easy maintenance The hammer for the rental business

PiccoloC S 21C S 22C S 23NC

S 25NC

S 27C S 29C

Working weight kg 80 130140 200220 300315 425430 590600 830820Impact energy j 130 175 280 450 730 1000 1450

Impact rate bpm 900-1600

750-2400

450-1800

400-2000

600-1800

500-1300

500-1000

Acceptable oil flowlmin

15-25 20-50 20-70 25-100 50-150 60-150 60-120

Carrier minimumPressure ) bar

130-160 145-175 130-160 150-195 150-190 130-180 175-200

85 dB(A) levelDistance from

hammer m

10-14 3-5

20-3010-14

20-307-10

25-408-14

30-5016-22

30-5016-22

30-5012-22

Carrier weightlimit tonnes

08-18 13-32 25-45 30-65 50-85 7-12 9-15

PiccoloC S 21C S P22C S 23 NC S 25 NC S 27C S 29CWorking weight lb 180 290310 440490 660680 9409501300132018301810

Impact energyftlb

150 200 350 500 750 1000 1600

Impact rate bpm 900-1600 750-2400

450-1800

400-2000 600-1800 500-1300 500-1000

Acceptable oil flowgalmin

4-7 5-13 5-19 7-26 13-40 16-40 16-32

Carrier minimumPressure ) psi

1770-2200

2130-2490

1910-2350

2200-28502200-26501910-26502550-2930

85 dB(A) levelDistance from

hammer ft

33-45 10-16

65-10033-45

65-10023-33

80-13026-45

100-16553-70

100-16553-70

100-16553-70

Carrier weightlimit lb

1760-4000

2900-7000

5500-9900

6600-14300

11000-18700

15400-27000

20000-33000

Page 1 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

RTEajr
Text Box
13APPENDIX 7(12)
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Completed set by RTEajr

) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

RTEajr
Text Box
13APPENDIX 7(22)
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Marked set by RTEajr

NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
Text Box
13APPENDIX 8(12)
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Accepted set by RTEajr

optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
Inserted Text
RTEajr
Text Box
13APPENDIX 8(22)
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Rejected set by RTEajr
RTEajr
Note
Cancelled set by RTEajr
Page 41: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

) Minimum working pressure required from the carrier depends on the amount of oil that flows through the hammer This technical data is indicative only and subject to change without notice

Site map | Contact us | Top of page | Comment this page copy Legal terms Sandvik Mining and Construction Latest update 28112005 095627

Page 2 of 2ProductsBreaking and Demolition equipmentHammers S-series

3132006httpwwwsmcsandvikcomSandvik0120InternetGlobalse02824nsfAlldocsProducts5CBrea

RTEajr
Text Box
13APPENDIX 7(22)
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Marked set by RTEajr

NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
Text Box
13APPENDIX 8(12)
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Accepted set by RTEajr

optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
Inserted Text
RTEajr
Text Box
13APPENDIX 8(22)
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Rejected set by RTEajr
RTEajr
Note
Cancelled set by RTEajr
Page 42: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

NORMET CORPORATIONNEWS and PRESSPRODUCTS

NORMET RBO

LIFTING

Utilift - Low Reach Liftmobiles

Himec - High Reach Liftmobiles

CHARGING

SCALING

SPRAYING

HAULAGE

CUSTOMER SERVICESBUSINESS PROMOTIONREPRESENTATIVES

MAILFORM SITEMAP Print Version

Search

Last update December 16 2005

Himec - High Reach Liftmobiles

Himecs result from a long-term interaction of Normets engineers with European tunnel construction customers and experts This has generated holistic understanding of customers lifting and access equipment needs both in hard and soft rock environments The broad selection of Himecs enables medium to heavy class lifting loads and working coverages for practically any tunnel profile The great variety of platforms configurationsand standard options provides the perfect match with actual lifting applications The new platform-load-sensing system and other built-in manlifting safety comply with newest safety rules and regulation Himecs are also CE-approved

Himecs are furnished with the famous Normet mining carrier

Himec 9905 BT

with twin lift booms is suitable forlifting amp installing works in large section tunnels The Installation olight steel supports net bolts drainages etc are the most typiclifting tasks but the 2 x 500 kg lifting capacity a 117 m reach an16 m lateral coverage from one set-up make it a very versatile product for any necessary lifting

work in large section tunnels

The Normet Variomec system is also comprised of a high-reach liftmobile configuration The lifting and driving characteristics of the Variomec liftmobile are identical to Himec 1905 B

Dimensions picture (2064kB)

Himec 1905 B

and 1125 B mechanize lifting in medium and large profile tunnelinworks Their medium range 500 klifting load and 95 or 12 m max platform height helps miners reacup to 115 or 14 m high roofs An

App 8 (12)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
Text Box
13APPENDIX 8(12)
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Accepted set by RTEajr

optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
Inserted Text
RTEajr
Text Box
13APPENDIX 8(22)
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Rejected set by RTEajr
RTEajr
Note
Cancelled set by RTEajr
Page 43: Compaction methods of the tunnel backfill material - Posiva · Compaction methods of the tunnel backfill material ... Compaction methods of the tunnel backfill ... a removable hydraulic

optional electric driven power pacenables a clean working environment free of harmful diesel fumes

Himec 9915 B and 9910 B REX

uses the heavy duty Normet Superboom and work platform capable of lifting loads of 1500 kgand 1000 kg respectively The 24m boom extension enables maintaining the platform distancefrom the face during its entire vertical travel Max 90 m platforheight allows a working reach up 11 m The working area of the basic 9915 B - platform is 24 m x240 m2 but the hydraulically extendable 9910 B REX-platform provides variable area up to 240

480 m2 Platform rotation permits lining up parallel to the face when slewing the boom through a 6deg slewing range A large working area of theplatform allows simultaneous work by operators thus making the productfavourable for manual charging of large tunnel faces High lifting load andlarge coverage have made it popular for installing ventilation and other heavy equipment The ultimately stable construction permits use for sampling measuring surveying roof bolting and other installations

Himec 9915 BA

makes use of Normet Superboom and Archlift platform to mechanize theinstallation of steel supports Precision hydraulics on the Archlift robotic- arm-grapple help pick up the 1200 kg steel support from underneath

lift it up position it precisely and maintain its position until fixed The max1500 kg platform lifting capacity makes this liftmobile useful for most manlifting and heavy installation works underground Screenkit is its most typical standard lifting option

Normet Corporation bull Ahmolantie 6 FIN-74510 PELTOSALMI FINLAND Tel +358-17-83 241 Fax +358-17-823 606 bull infonormetfi

App 8 (22)Normet - Himec - High Reach Liftmobiles

3132006httpwwwnormetfiPRODUCTSLIFTINGHimec_-_High_Reach_Liftmobiles

RTEajr
Inserted Text
RTEajr
Text Box
13APPENDIX 8(22)
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Marked set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Accepted set by RTEajr
RTEajr
Note
Rejected set by RTEajr
RTEajr
Note
Cancelled set by RTEajr