VS Systeme 3D

8/11/2019 VS Systeme 3D

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10/2012

PFEIFER VS Systems3D

approved by the building authorities

PFEIFER

SEIL- UND HEBETECHNIK

GMBH

DR.-KARL-LENZ-STRASSE 66

87700 MEMMINGENTEL. Support 0 83 31-937-345

Sales 0 83 31-937-312

FAX 0 83 31-937-342

E-MAIL [email protected]

INTERNET www.pfeifer.de

Symmetrical,economical prefabricatedpart connections;prepare to be thrilled

forces

Rdd


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Tensile stress ZRdpossible to plan

Approved by the buildingauthorities

No requirement forring beams or tie rods

Can sustain constrainingforces

Transverse forces VRd IIin parallel direction

technically approved

Solid, static transverse

force model through 2or more loops

Especially high

transmission of transverseforces through shear interlockin VSSlim Box/Plus Box

Tested and approved forwall thicknesses from

100 mm

Table of contents

VSSlim Box/VSPlus Box 6 7

Installation instructions for VSSlim Box System/VSPlus Box System 8 11

Joint filling with VSPAGELGROUT 12 13

VS

ISI SYSTEM

3D

14 15Installation instructions, VSISI SYSTEM3D 16 20

VS software 21

VS PAGELjoint compound / grout 22 23

VSFDS Joint Pressure Formwork 24 27

2010 Copyright, PFEIFER, 87700 Memmingen / Technical modifications and errors excepted. Status 10/2012


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3

Vertical transverse force VRd tolerated fromwall thicknesses of 100 mm (VS Slim Box)

Dimensional model includes wall

thicknesses and concrete strength

Force transfer even in case of fire

Your VS

System advantages National technical approval

Symmetrical box and rail profiles NON-directional installation

Even less mortar needed withVS-ISI System3D

3D interaction model permitsoverlapping in all load directions

No protruding cross-sections on the rails and/or rear sidesof boxes

Unmistakeable blue clip mark

No additional static measures needed

Optimum profile for optimum connection

Solve all joining requirements with a few product variants

NEW


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General

building

regulations

approvalDIBT

General

building

regulations

approvalDIBT

VS-System3D Slim + ISI theslimline high-performance athlete

for wall elements

Advantages of VSBox Systems

Advantages of VSISI System3D

User-defined spacing dependingon static requirements

Ultra-simple and logistically-optimised provisioning andscheduling

Maximum design resistancescan be implemented

Can be used for walls from100 mm (VSSlim Box)

Simple installation becausenon-directional

No additional formworkmeasures required profilesform the whole joint profile

Optimised joint geometries less mortar needed

Low error potential(no formwork)

Flexible joint filling with grout andjointing mortar

Symmetrical loop arrangement simple ISI

General

building

regulations

approvalDIBT


5/28

5


Softwa

re

Full range of applications high design resistancesfor all loading directions

High force-bearing capacitiesdue to better load-bearingmodel

Tested andapproved for thin-nest wall elementsfrom 100 mm

Advantage thanks to comprehensive verification

Advantage for the designer

Advantage in the quality

Convenient handling due todeliveries of all VSproductsin stackable hardcover card-board boxes which protect

from damage Constant Made in Germany"

quality through semi-automated production

Continuous flow sheetsteelprofiles without manyperforations with associated risk of leakage

Trial107

c

Building safety throughtechnical approvals

For outdoor units andindoor units

Can be used in fireprevention walls

Professional software for simple dimensioningas free of charge customer service

Testforce[kN]

Joint expansion [mm]

Figure 16 Expansion [mm] of the joint (opening width)indicated by the average value of the four horizontal IWA

!


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forces

dR

Order no. Type Dimensions in mm Colour clip Packing

unit/ea.

Weight approx.

kg/ea.b l h d L SL B

05.035.080 VSSlim Box 50 180 20 3 192 80 60 blue 400 0.40

05.032.100 VSPlus Box 80 220 25 3 217 100 60 blue 250 0.45

The PFEIFER VSSlim Box andVSPlus Box serve as connection ofwall-like concrete precast parts.They can transmit forces in all threedirections on the connecting jointsand consist of a sturdy steel sheetbox suitable for building applica-tions which contains the foldout,flexible wire rope connecting loops.Wall joints can be manufactured costeffectively, easily and safely. The

PFEIFER VSSlim BoxPFEIFER VSPlus BoxItem no. 05.035

Item no. 05.032

For connections in precast part constructionwith mainly static loads: Tensile forces Parallel and vertical transverse forces

Ordering example for 4000 PFEIFER VSPlus Boxes:

4000 PFEIFER VSPlus Boxes order no. 05.032.100

Materials:Box: Galvanised steelSteel wire rope:High-strength,galvanisedSteel ferrulesCover: Tape

VSSlim Box enables connectionsfrom a thickness of 100 mm.

The very good flow characteristicsand self-compacting VSPAGELgrout fills the joint.

The VSFDS air tube formworkenables especially fast and effectivecasting.

General

building

regulations

approvalDIBT

General

building

regulations

approvalDIBT

Reinforcement technology

VSSlim BoxVSPlus Box

VSSlim

Box

/VSPlusBox



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B St 500 S 12 mm

=VS-Slim-Box=VS-Plus-Box

20

35/40

35/40

20/2510

70/90 15/25

min 100/min140

= Slim Box VS

= Plus Box VS

Figure 1:The VSSlim/Plus Systemconsists of the VSSlim Boxor the VSPlus Box and thecorresponding VSPAGELgrout

General installation instructions

for the approved VSSlim BoxSystem and VSPlus Box System

Application notesThe PFEIFER VSSlim Box and VSPlus Box Systems are suitable for theconnection of steel reinforced concrete precast walls of concrete qualityC30/37 and better. The components of the system are the VSSlim Box/PlusBox and the corresponding VSPAGELgrout (Figure 1). The system is onlythis effective if used in this combination.

The VS-Slim/Plus-Box can be used for connections according toFigures 2 5.

The wall connection is durable from wall thicknesses of d = 10 cm (VS SlimBox) and d = 14 cm (VSPlus Box) for influences from all three directions(3D)and for influences from mainly predominantly static loads (Fig. 7). Theminimum joint geometry is shown in Fig. 6.

With regard to this, please also observe the complementary instructions in thetechnical approval.

DimensioningThe concrete precast parts of steel-reinforced concrete to be joined mustbe dimensioned by the responsibledesigner according to DIN EN 1992-1-1in a minimum concrete quality ofC30/37. Connections with the VSSlimBox/Plus Box System are consideredas reinforced joint with design resist-ances for tensile and transverse forces.Appropriate design resistances are list-ed in Tables 1 and 2. For dimensioning

the connection, the evidence of com-pliance for each load direction must

then be conducted individually. It must

be noted that, in addition to the tensileforce acting from outside, the tensileforces resulting from the acting trans-verse forces must also be taken intoaccount.

If no external tensile force should beapplied, a simplified analysis via aninteraction diagram (Figure 8) inaccordance with the approval can beused. The acting expansion forcesthen need to be validated.

Crack widths due to constraint forcesmust be limited (DIN EN 1992-1-1).

Table 1: Design resistance of VSSlim Box System

Wallthick-ness[cm]

Design resistancesVertical transverse force

VRd,[kN/m]

Designresistances

Parallel trans-verse force

VRd,[kN/Box]

DesignresistancesTensile forcezRd[kN/Box]

C 30/37 C35/45 C 40/50 C 45/55 All concretequalities

All concretequalities

101) 4.5 5.2 5.5 5.9 27 18121) 7.0 8.0 8.5 9.1 27 1814 9.7 11.1 11.9 12.6 27 1816 12.7 14.4 15.5 16.5 27 1818 15.9 18.1 19.4 20.7 27 1820 19.3 21.9 23.5 25.1 27 1822 22.8 26.0 27.9 29.7 27 18

24 26.6 30.3 32.5 34.6 27 181)Transverse force carrying capacity VRd,first formed from a joint/element length of 1m

Figure 2:Butt joint

Figure 3:Angle joint

Figure 4:T-shaped

joint

Figure 5:Wall-to-column

precast part

Figure 6: Joint geometry

forces

R

Figure 7: Transverse force,parallel and vertical to thejoint and tensile force



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correlation shown in the diagram (Fig. 8).

Tensile forces on the VSloops

Individual tensile force components that act in the direction of the wire ropeloop resulting from the different load directions (Table 3). The sum of theseindividual components and any possible external tensile force that is acting(total tensile force) is verified on the basis of the tensile force resistance zRd ofthe VSSlim Boxes/Plus Boxes in accordance with Table 1 (VSSlim Box) orTable 2 (VSPlus Box).

Table 3: Tensile components

Stresses of

parallel transverse

force VEd,II

Vertical transverse

force VEd,

External

tensile force

Tensile forcecomponent

VS-SlimzEd,VII= 0,75 VEd,II

VS-PluszEd,VII= 0,7 VEd,II

zEd,V= 0,25 VEd, zEd,N

Verification of the total tensile force:

n zRdzEd,VII+ zEd, V+ zEd,N

n [Box/m] : Number of VSSlim Boxes/PlusBoxes per meter of joint

ZRd [kN/Box] : Design resistance of tensile forceper VSSlim Box/Plus Box in accordancewith Appendix 8, Table 1

zEd,N[kN/m] : External tensile force acting per meter ofjoint

zEd,VII[kN/m] : Expansion force from parallel transverseforce per meter of joint

zEd,V[kN/m] : Expansion force from vertical transverse

0

5

1013,3

9

15

20

2527

30

35

40

45

0,0% 33,3% 66,7% 100,0%

vRd, (% von Tabelle 1/2)

VRd,II

(KN/B

ox)

=VSSlim-Box=VSPlus-Box

Caution:Please aware that there is a shearforce vEd,IIpermeter and another single shearforce, vEd,II.In this situation thecalculation is made with singel forces per box!

Table 2: Design resistance of VSPlus Box System

Wallthick-ness[cm]

Design resistanceVertical transverse force

VRd,[kN/m]

Designresistance

Parallel trans-verse force

VRd,[kN/Box]

Designresistance

Tensile forcezRd[kN/Box]

C 30/37 C35/45 C 40/50 C 45/55 All concretequalities

All concretequalities

141) 6.2 7.1 7.6 8.1 40 18161) 8.9 10.1 10.9 11.6 40 1818 11.9 13.5 14.5 15.5 40 1820 15.0 17.1 18.4 19.6 40 1822 18.4 21.0 22.5 24.0 40 18

24 22.0 25.0 26.9 28.6 40 181)Transverse force design resistance VRd,first forms from a joint/element

length of 1m

Verification procedureTransverse force parallel to the joint

For transverse forces parallel to the joint, the joint reinforced with the VSSlim Box/Plus Box may be used for the carrying capacity limit state of thedesign resistance of the transverse force parallel to the joint V Rd,IIin

accordance with Table 1 (VS

Slim Box) or Table 2 (VS

Plus Box).

vEd, II1,0

vRd, II

VEd,II [kN/box]: Transverse force acting parallel perVSSlim Box/Plus Box

VRd,II [kN/box]: Design resistanceof the parallel transverseforce per box

vRd,II= n VRd,IIVEd,II= Transverse force parallel to the joint per box

vEd,II= Transverse force vertical to the joint per meter

Transverse force vertical to the joint

For transverse forces vertical to the joint reinforced with the VSSlim/Plus Box,the dimensioning values VRd,depending on the component thickness and theconcrete strength class must be applied for the limit state of the carrying capa-city in accordance with Table 1 (VSSlim Box) or Table 2 (VSPlus Box).

vEd,1,0

vRd,

VEd,[kN/m]: Transverse force acting vertically per meter ofjoint length

VRd,[kN/m]: Design resistance of vertical transverseforce per meter of the joint

Expansion forces resulting from stresses vertical to the joint These tensileforces can either be absorbed by the VSrope loops or by accordingly

arranged additional reinforcement or other constructive measures and verified.The possibilities for providing evidence of the tensile forces are shown in thefollowing.

Combined parallel and vertical transverse forces

On simultaneous action of transverse forces vertically and parallel to the joint,the interaction of the transverse forces must be verified using the interaction



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0These installation instructions provide factual information.The data of the technical approval must be observed inany case!

force per meter of joint

Special case: Constructive measures for absorbing the tensile forces

The VSrope loops are not used for the transmission and redirection oftensile forces, but the total of the tensile forces zEdis assigned suitable tensilemembers or other constructive measures. These can be tensile members(e.g. ring beams) or other constructive measures (fixed columns, frictionalforces in full-size raised wall elements etc.). The tensile forces resulting fromthe individual load directions are listed in Table 4.


Stresses ofvertical transverse force

VEd,

Externaltensile force

Tensile force component zEd,V= 0.25 VEd, zEd,N

Resulting total tensile force: zEd = zEd, V+ zEd,N

zEd [kN/m] : Total tensile force per meter of joint

zEd,N [kN/m] : External tensile force actingper meter of joint

zEd,V[kN/m] : Expansion force from vertical trans-verse force per meter of joint

Deflection of the wire rope

In case of thin elements a deflection of the wire rope in the precast elementis possible if the VSSlim Box System is used.Please find further information about minimum thickness and additionalreinforcement in the approval for the VS Slim Box System.A deflection of the wire rope in our VSPlus Box System is not permitted.

ReinforcementA reinforcement (Figs. 6 and 9) in thereinforced concrete precast part mustbe used for the VSSlim Box/PlusBox Systems. If a corresponding rein-forcement is already provided for oth-

er static reasons, this can be takeninto account.

Stirrup reinforcement

A stirrup with a of 8 mm thatforms an overlap with the wire ropeloop must be provided per wire ropeloop and must be anchored in theconcrete precast part (Fig. 9). Thenecessary anchoring lengths andconcrete covers must be fixed by theresponsible designer acc. to the cho-sen concrete quality. As an alterna-tive to these stirr ups, it is also possi-

ble to mount a mesh cap Q257A.Surface reinforcement

Additional reinforcement and surfacereinforcement are not covered by theapproval and must be defined by therelevant planners according to the static conditions.

Constructive reinforcement

It is recommended to guide the surface reinforcement into the side flanks tothe right and left of the joint in order to protect it constructively from damage.

In addition, two rebars diam. 10 mm at the edge are also recommended.

Joint reinforcement

Before filling the joint, steel reinforcement bars must be inser ted in the 12 mmdiameter in the vicinity of the loop overlapping (Figs. 1113, 1516) over thebar entire height of the joint. This reinforcement bar is statically absolutely

10

40B St 500 S-12

62/70

10

B St 500 S-12

92/100

20B St 500 S-12

82/90

Figure 10 Figure 11

Figure 12 Figure 13

120

180/220

180/220

min 150

min 150

Mesh Q 188

Stirrup BSt 500 S 8 mm

LongitudinalbarBSt 500 S 10 mm

Figure 9essential as it is used to absorb tensile forces that occur in the joint.

Construction joints

Control joint = 20 mm (Fig. 11)Minimum joint = 10 mm (Fig. 13)

Maximum joint = 40 mm (Fig. 12)

Tolerances

The VSSlim Box/Plus Box connection works as an overlapping joint. Forthis, each of the loops must lie within cer tain tolerances in ver tical and hori-zontal directions.

In the vertical direction the loops must normally be mounted without offset insuch a way that they make contact with one another and are superposeddirectly above one another (Fig. 15). This can be obtained with the samearrangement of the boxes from the base point of the construction units to be

joined together with one another.

B St 500 12 mm

max 20

B St 500 12 mm

Figure 14 Figure 15

The figures show the VSPlus Box. These are to beused analogously for the VSSlim Box!!



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A maximum vertical tolerance of 20 mm is allowed (Fig. 16).

Information on fire prevention

According to DIN 4102-4:1994-03, Section 3.1.3, the minimum dimension isspecified as u = 25 mm. In this case,

this data refers especially to the ver ti-cal reinforcement that is at risk of

buckling or to reinforcements where itis notpossible to rearrange the load.

According to DIN 4102, Table 1, thecritical temperature above which thenominal strength of the B500 A/Bstarts to reduce is:Tcrit.= 500 C.

The VSsystem can be evaluated aspre-stressed steel bands with reducedutilisation. The required concrete cov-er is referred to a critical temperature of Tcrit.= 500 C. At the same time, itshould be noted that, according to DIN 4102-4, the previously determinedminimum axis spacings u do not have to be increased by a value u.

As a consequence, a fire resistance period of 90 minutes results for thefollowing minimum wall thicknesses, for example (Figure 16):

d* = loop width + 2 concrete cover =VSSlim Box: 60 mm + 2 (25 mm + 0 mm) = 110 mm

VSPlus Box: 70 mm + 2 (25 mm + 0 mm) = 120**/140 mm

* Assumption: The loops do not lie in the vicinity of the openings!** Minimum wall thickness (static) is 140 mm!

Producing the reinforced concreteprecast parts

Most of the wall elements are concreted on formwork tables. A trapezoidalledge is fixed on the frontal vertical end of the wall elements (Fig. 17). The

dimensions of the trapezoidal timbers are indicated in Figure 18. It is importantto place the bearing concrete layer thickness in a central position.

When mounting the VSSlim Box/Plus Box into the formwork, the rope end mustbe threaded into the reinforcement as straight as possible. The rope end anchor-ings must be arranged at less than 90 to the joint (Fig. 21). The fixing of the loopson the mesh reinforcement prevents the loops from slipping.

After that, the boxes are nailed in a simple way by beginning at the lower point

Your advantages in using the softwareAutomatic verification of the connection

Generation of a full arithmetical verification

Automatic quantity determination for a completeproject for mortar and VSproducts

Integrated fire prevention verification

Project management

DXF export

Software for dimensioningFree-of-charge dimensioning software is available to the user for simpledimensioning of the approved PFEIFER VSproducts. This can quickly andefficiently calculate all applications that occur in practice. Complete reinforcedwall systems, for example, but also standard joints can be calculated withoutgreat effort by simply entering geometry and loads.

Software

NEU!NEW

35/40

70/9050/80

Figure 17 Figure 18

Figure 19 Figure 20

60/7025 25**Figure 16

of the construction unit or are glued with hot adhesive to the steel formwork.Always make sure that the boxes are arranged on the same height.

After removing the formwork

After stripping out the formwork, the flexible covering tape is simply removedby pulling it off (Fig. 19). After that, the inside of the VSSlim Box/Plus Box isfree and the rope loops are visible. The rope loop can easily be tilted out witha tool to avoid injuries (Fig. 20). The wire rope loop must stick out vertically

from the construction unit (Fig. 21) and, after tilting out, must spring back intothis position when mounting the construction units. To do this, the loop ishooked into the integrated fixing of the steel sheet box (Fig. 22). This is

important for guaranteeing perfect loop overlapping. The wall constructionunits are now ready for final mounting on the construction site.

Mounting the precast parts

The joints, the VSSlim Box/Plus Box and the loops must be clean and freefrom soiling or separating humidification.

The wall construction units are set into the permissible connection type on page 8(Fig. 2 to Fig. 5) either on a mortar bed or also on underlaid plates with differentheights The construction units must be leveled in such a way that the positionand the height correspond with each other. Normally, the joint of the constructionunits has an opening width of 20 mm and must lie within the maximum toler-

Figure 21 Figure 22

Note: The weakest point of a channel joint of wall

construction units is always the joint casting. Onlywhen the joints are faultless and fully cast andappropriate sealing of the jointing concrete is assuredcan the channel joints transmit the specified forceswithout any problem.



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PFEIFER VSrail systems have anoptimised profile without adverserecess bodies. Thus a thixotrope, ver-tical mortar can be used here, even inthe joint. The great advantage here isthat only very little formwork is need-ed. Particularly on large constructionsites with many meters of joints, thistechnology offers substantial savings.

The optimum joint material for every application

VSP PAGELCASTING MORTARFlexibly and firmly anchored in thejoint without formwork

Less preliminary work necessary

Mixing and feeding possiblein one step

Pump conveying to the joint

This high-strength and extremely free-ly flowing grout flows perfectly into

the recesses of the PFEIFER VSBoxSystems. As a result, there are noload reducing discontinuities. Incombination with the PFEIFERVSFDS air tube form (pages 26-29),this grout offers the possibility of fast,secure and extremely high-qualityjoint casting. The material can also beprocessed with VSrail systems.

VSPAGELGROUTHigh penetration power

Simple handling

Greater design resistance

No pump necessary

Even low numbers of joints canbe filled economically



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Permanentlyelastic jointsealing


FDS jointcompres-sion form

Fixedshutteringboard

Fixedshuttering

board

Spongerubber

Spongerubber

Compri-band foamcord

Perma-nentlyelasticjoint

sealing

VSPAGEL

Information and tipsThe characteristics of the casting mortar/grout in the joint play a significant role inproducing a positive connection betweenconcrete sections and the PFEIFER VSsystem elements. The specially developed

VS

PAGEL

GROUT has proved its suita-bility in extensive trials in combinationwith the PFEIFER VSSlim Box/Plus BoxSystem. Technical approvals have beengranted for this grout.

Grout characteristics Highly free-flowing for at least

90 minutes

Shrinkage-compensated

Frost and salt-resistant

Can be pumped with mixing and feed pumps

Corrosion-resistant

Production certified to DIN ISO 9001

Supplied as a bagged product (bags of 25kg)

Mixing VS PAGELGROUTVSPAGELGROUT is supplied ready mixed and only needs to be mixedwith water according to the printed PAGELmixing instructions. The materialis then immediately ready for use.

Casting the jointThe grout is poured in continuously until the desired level (max. 3.54m) isreached. The formwork must be able to absorb the stress that arises fromthis.

Compacting is not necessary. Degassing by poking with the reinforced con-crete steel bar or the fitting of a vibrator is, however, recommended. The

grout bonds very quickly and allows rapid continuation of work. After thecorresponding bonding times, the joint can be loaded to the permittedscope.

Joint shuttering variants1. Board formwork

In order to fill concrete panel joints flush with VSPAGELGROUT, a shutteringboard (Fig. 23) must be inserted from both sides. It is recommended here provide

Joint filling using VSPAGELGROUT for VSSlim Box / VSPlus Box

Figure24

Figure25

Figure26

Figure23

the shuttering boards with foam rubberIf the shuttering boards are correctly fixedand it is assured that the grout material cannot escape, the joint can be filled asdescribed in the section entitled Filling the joint. After the material has hard-ened the formwork can be removed, cleaned and reused.

2. Mortar lead

An additional variant enables the sealing of the joint flanks with the thixotrope

VS-P PAGELCASTING MORTAR (Fig. 24). Af ter this mortar has hardened,the core area of the joint can then be filled with the VSPAGELGROUT and ahigher efficiency of the systems can be realised.

3. VSFDS air tube form

The air tube form consists of two 4 m-long air tubes. These are very slightlypumped and pressed into the joint slot, so that the casting space of the loopsis not adversely affected. After the air tube is applied over the entire jointheight, the air tubes are brought to the nominal pressure and the joint issealed Fig. 25. Now the joint can be cast from above across the entire heightof 3.54 m. After the grout has hardened, the air pressure can be released andthe air tube removed. After cleaning, it can be used again. Please also ob-serve the detailed installation instructions on page 28.

4. Sealed compriband

A further possibility of casting the joints with VSPAGELGROUT is the variantshown in the sketch in Fig. 26. Here, a defined foam cord/compriband is insertedin the joint before the casting and then a permanently elastic joint sealing in-stalled.

After the joint sealing has completely hardened on both sides, the grout canbe used without additional formwork measures. However, the stresses thatoccur during casting must be taken into account here. These should be de-

termined by the construction company and the appropriate casting sectionsselected so that any squeezing out of the joint seal ing is prevented.

Amount of VSPAGELGROUT requiredThe VSsoftware (see pages 30-31) calculates the mortar volume for theselected joint to be cast based on the actual amounts and dimensions of theproject entered, it outputs the number of bags for the project and, on request,creates a fax request for PAGEL.

For approximate calculations of the completely filled joints, the following tableis used where an average casting consumption per running meter is specifiedbased on 3.5 m high walls.

Caution: When the air tube form or precompressed tapesare pressed into the lateral joints without adversely affec-

ting the casting space, the effective lateral concrete coverfor the rails and for the rope loop is reduced. The residualcross-section must be at least 14 cm (VS-Plus-Box)respectively 10 cm (VS-Slim-Box).

Caution: The VSPAGELGROUT is manufactured andbrought onto the market by PAGELSpezialbeton GmbH &Co. KG in Essen. Appropriate handling of the grout must,

therefore, be carried out according to the manufacturer's

data only.

Table 4: Casting volume for a standard joint (20 mm)

Wall thickness [cm]

10 12 14 16 18 20 22 24

VSSlim Box System 7.4 7.8 8.2 8.6 9.0 9.4 9.78 10.2

VSPlus Box System 12.2 12.6 13.0 13.4 13.8 14.1

Amount in l/m; approx. 2 kg material are required per l;

The volume of grout is decisively influenced by the number of boxes.

The maximum possible number of boxes per m is used here.



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4

General

building

regulations

approvalDIBT

PFEIFER VSISI System3Dforget rail direction ISI always fits!

Softwa

re

Non-directional installation

Loop spacings always fit

Practical

Symmetry

Minimum mortar use Highest carrying capacities

Efficiency

Design resistances inevery direction

3D forces

Force transmission

forces

Construction-orientated profileswith no loose plastic elements

National technical approval

Quality

Minimum mortar use Maximum safety

Practice-orientatedgrouting system

Innovation

Lookforthe

bluemarkand

forgetthearrow!



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VS-ISI-System3D

PFEIFER-VS-ISI-20PFEIFER-VS-ISI-50

Artikel-Nr. 05.030.236.20

Artikel-Nr. 05.027.236.50

For wall and column connections inprecast part construction with mainlystatic loads: Vertical and parallel transverse force

Tensile forcesThe PFEIFER VSISI System3Dcreatesload bearing connections between pre-cast wall panels and columns and wall-wall connections. Parallel and vertical

transverse forces with respect to thejoin and tensile strength are regulatedby the national technical approval au-

thorities.

VSPAGELgrout and the plasticVSP PAGELjoint filling mortar areavailable to users as joint fillingmaterials in accordance with approval.

VSPAGELgrout is a self compact-ing, free flowing grout. With the help ofjoint formwork it is possible to grout anentire storey of a building.

The VSP PAGELCASTING MORTARis a thixotrope casting mortar that,once in the joint, remains solidly inplace without the need for costlyformwork measures.

Materials:Rail: Galvanised sheet steelSteel wire rope: Highly tensile,galvanisedCover: Tape

Sample order: 840 m joint with the PFEIFER VSISI System3Dconsisting of700 PFEIFER VSISI 20, order no. 05.030.236.20700 PFEIFER VSISI 50, order no. 05.027.236.50

General

building

regulations

approvalDIBT

Order no. Type Dimensions in mm Number of

loops

Packing

unit/ea.

Weight approx.

kg/ea.b0 b1 b2 h l SL L a n B d

05.030.236.20 VS-ISI-20 50 70 20 1180 80 227 236 118 60 3 5 100 1,18

05.027.236.50 VS-ISI-50 50 65 80 50 1180 80 227 236 118 60 3 5 60 1,66

05.027.968 Replacement tape for cut-to-length rails 50 m-long roll, silver-grey, 96 mm wide

The grouting channel can be economically extended withoutloops using VS-ISI empty profiles.

These can be cut to size individually using an angle grinder.

Additional formwork is then no longer necessary.

Ref.No. (Reference number): 05.030.000 (Typ VS-20/000)05.027.000 (Typ VS-50/000)

!

Additional

approval!


VS-ISI-System3D

VS-ISI-20

VS-ISI-50



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Application notesThe PFEIFER VSISI system3D(Figure 1) is designed for the connection ofsteel reinforced concrete precast wall elements or steel reinforced concretewalls and columns. The VSPAGELGROUT or theVSP PAGELCAST-

ING MORTAR with elastic characteristics for filling the joint are available tothe user in accordance with the building authority approval.

From component thicknesses of 140mm the connections are approved formainly staticimpacts from all three directions (3D)(Figs. 2 and 3). In thecase of a right-angle joint (Figs. 5 and 6), the thickness of the jointed wallcan be reduced to 100 mm.The PFEIFER VSISI System3Dcan be used according to Figure 4 7.

General installation instructions forthe approved VSISI System3D

Admissible load direction tensile forces and transversal shear force paralleland vertical to the joint.

Figure 3Figure 2

Figure 1

73

65

50

50

20

20

90

min 140

min 37,5min 37,5

5

a

25mm

5

a

25mm

Figure 8

Back anchoringStirrup B 500A/B, 8 mmAnchoring acc. toDIN EN 1992-1-1

Longitudinal barBSt 500 S, 12 mm

min 140

20

50

min 37,5 min 37,5

65

50

5 a 25 mm

5 a 25 mm

Figure 9:Joint geometry with VSISI System

Longitudinal barBSt 500 S, 10 mm

LongitudinalbarBSt 500 S, 10 mm

LongitudinalbarBSt 500 S, 12 mm

Figure 6:Angle jointRegulationdetail

Figure 7

These installation instructions provide factual information.

They cannot replace the text of the technical approval. In caseof doubt, the instructions in the technical approval apply.

!

Figure 4: Wall butt joint Figure 5:T-shapedjointRegulationdetail



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17

DimensioningThe concrete precast parts of steel-reinforced concrete to be joined mustbe dimensioned by the responsible designer according to DIN EN 1992-1-1 ina minimum concrete quality of C30/37. Connections made with the VSISI

System3Dare seen as reinforced joints with design resistances for tensile andtransversal shear forces. Appropriate design resistances are listed in Tables 1.When dimensioning the connection, verification must then be conducted sepa-rately for each load direction. It is important here to ensure that tensile forcesacting from the outside and the resultant tensile forces from the acting trans-verse forces are taken into account.

If no external tensile force should be applied, a simplified analysis via aninteraction diagram in accordance with the approval can be used. The actingexpansion forces then need to be validated.

Crack widths due to outdoor constraint stresses should be limited(DIN EN 1992-1-1).

Table 1: Design resistances VSISI

Wall

thick-ness[cm]

Design resistance

Vertical transverse force vRd, [kN/m]

Design

resistanceTransverse

force, parallelvRd, II[kN/m]

Design

resistanceTensile force

Rd[kN/m]

C 30/37 C 35/45 C 40/50 C 45/55

14 9,7 11,1 11,9 12,6 70 48 36 28

15 11,2 12,7 13,7 14,5 70 48 36 28

16 12,7 14,4 15,5 16,5 70 48 36 28

17 14,2 16,2 17,4 18,6 70 48 36 28

18 15,9 18,1 19,4 20,7 70 48 36 28

19 17,5 20,0 21,4 22,8 70 48 36 28

20 19,3 21,9 23,5 25,1 70 48 36 28

21 21,0 24,0 25,7 27,4 70 48 36 28

22 22,8 26,0 27,9 29,7 70 48 36 28

23 24,7 28,1 30,2 32,2 70 48 36 28

24 26,6 30,3 32,5 34,6 70 48 36 28

25 28,5 32,5 34,9 37,2 70 48 36 28

26 30,5 34,8 37,3 37,5 70 48 36 28

27 32,5 37,1 37,5 37,5 70 48 36 28

28 34,6 37,5 37,5 37,5 70 48 36 28

29 36,7 37,5 37,5 37,5 70 48 36 28

30 37,5 37,5 37,5 37,5 70 48 36 28

blue Dimensioning values when using VSPAGEL GROUT

red Dimensioning values when using VSP PAGEL CASTING MORTAR

Verification proceduresTransverse force parallel to the joint

The design resistance of the shearing force parallel to joint VRd.,II accordingto Table 1 can be used as the limit state for the carrying capacity of the shear-

ing force parallel to the joint reinforced with the VSISI System3D.

vEd, II1,0

vRd, II

VEd,II [kN/m]:transverse force acting parallelper meter of joint length

VRd,II [kN/m]:Design resistance of transverse force parallelto joint per meter

Transverse force vertical to the joint

For transverses force vertical to the joint reinforced with the VS rails, the designresistance VRd,may be applied for the limit condition of the load-bearing capaci-

ty, depending on the component thickness and the strength category of the con-crete precast element acc. to Table 1.

vEd, 1,0vRd,

VEd,[kN/m]:transverse force acting vertically per meter

of joint lengthVRd,[kN/m]: design resistance of transverse force vertical

to the joint per meter

Expansion forces vertical to the joint resulting from stresses. These tensileforces can either be absorbed by the VSrope loops or appropriatelyarranged through additional reinforcement or by other constructive actionsand verified. The verification options of the tensile forces are illustrated in thefollowing.

Combined parallel and vertical transverse forces

In the case of simultaneous influence of transverse forces acting vertical andparallel to the joint, the interaction of the transverse forces must be verifiedusing the interaction relationship illustrated in the diagrams (Figs. 10).

VSra

ilsystems

Recommendation:

To ensure planning, always plan with the VSP PAGELCASTING MORTAR for normal cases. For higher demands,we recommend working with the higher performanceVSPAGELGROUT.

!

Figure 10: Interaction diagramVSISI-System



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8

Tensile forces on the VSloops

Separate tensile force components that act in the direction of the rope loop(Table 2) result from the different loading directions. The sum of these sepa-rate components and any possible "external" tensile force that may be acting(total tensile force) is verified on the basis of tensile force resistance ZRdof the

VS

BZ 250 or TZ 100 rail systems acc. to Table 1.Table 2: Tensile components

Stresses fromparallel transverse

forceVEd,II

vertical transverseforceVEd,

"External" tensileforce

Tensile forcecomponent

ISIzEd,VII= 0.6 VEd,II

zEd,V= 0.25 VEd, zEd,N

blue Dimensioning values when using VSPAGELGROUT

red Dimensioning values when using VSP PAGELCASTING MORTAR

Verification of total tensile force:

zRdzEd,VII+ zEd, V+ zEd,N

zRd [kN/m] : Design resistance of tensile force per meterof joint acc. to Table 1

zEd,N [kN/m] : "External" tensile force acting per meter of joint

zEd,VII [kN/m] : Expansion force from parallel transverse force per meterof joint

zEd,V [kN/m] : Expansion force from vertical transverse force per meterof joint

Special case: Tensile forces without consideration of the rope loops

The VSrope loops are not used for transferring and imparting tensile forces,rather the sum of tensile forces zEdmust be assigned suitable tensioningmembers or other constructive measures. These can be tensioning members(e.g. ring beams) or other constructive measures (clamped columns, friction

forces in fully erect wall elements, etc.). The tensile forces resulting from theseparate loading directions are listed in Table 3.


Stresses fromvertical transverse force

VEd,"External" tensile force

Tensile force component zEd,V= 0.25 VEd, zEd,N

Resulting total tensile force:

zEd = zEd, V+ zEd,N

zEd [kN/m] : Total tensile force per meter of joint

zEd,N [kN/m] : "External" tensile force acting per meter of joint

zEd,V [kN/m] : Expansion force from vertical transverse force per meter of joint

Bending of the anchoring loopIn the case of elements with small dimensions, the anchoring loop in all railsystems can be bent. The bending dimensions shown in Figures 11 to 13are appropriate examples of this. In the case of an angle joint, a stirrup witha 8 mm is arranged in the area of the bent loop (Figs. 12 and 13).

ReinforcementReinforcing must be installed in the reinforced concrete precast parts asshown in Figures 8, 9 and 14 for the VSrail systems. If correspondingreinforcing is already foreseen for other static reasons, this can be taken intoaccount.

Stirrup reinforcement

One stirrup with 8mm must beprovided per rope loop and anchoredin the component (Figs. 8 and 9).This forms an overlap with the ropeloop anchoring.The anchoring lengths of thestirrup and also the necessary con-crete covers of the stirrup must befixed by the responsible designer acc.

to the chosen concrete quality. As analternative to the stirrups, it is alsopossible to mount an equivalentmesh cap Q257 A.

Surface reinforcement

Surface reinforcement or further rein-forcement are not regulated in the tech-nical approval and must be fixed by theresponsible structural designer accord-ing to the static conditions.

.

236236

236236

max.3540

B 500 A/B,12 mm

Figure 14: Forcetransmissionreinforcement

50mm

100mm

140 mm

50mm

100mm

b 140 mm

b/2

50 mm

dBR 30 mm

50 mm

dBR 30 mm

Reinforcement details for angle joint

with bent loop angle joint (see Fig.12)

Figure 13: Reinforcement detailsfor angle joint with bent loop T-shaped joint (see Fig. 11)

Figure 11: T-shaped joint withbent loop

Figure 12:Angle jointwith bent loop



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TolerancesIn the longitudinal direction of the joint the loops must normally be installedwithout offset. The loops must be installed in such a way that they make con-tact with one another and are directly superposed above one another (Fig. 20).For joints over several floors, under certain circumstances, it can be useful to

set regular zero points on which the rail sections can be oriented.

Maximum vertical height tolerance from standard construction variations of20 mm is admissible (Figure 18).

Information on fire preventionAccording to DIN 4102-4:1994-03, Section 3.1.3, the minimum dimension isspecified as u = 25 mm. This data refers especially to the vertical reinforce-ment that is at risk of buckling or to reinforcement where it is not possible torearrange the load.

According to DIN 4102, Table 1, the critical temperature above which the yieldpoint of the BSt 500 reinforcement starts to reduce under the steel tensionpresent is: Tcrit.= 500 C.

The VSsystem can be evaluated as pre-stressed steel bands with reducedutilisation. The required concrete cover will therefore be based on a criticaltemperature of Tcrit.= 500 C. At the same time, it should be noted that,according to DIN 4102-4, the previously determined minimum axis spacings

u do not have to be increased by a value u.This results in the following minimum wall thicknesses in case of a fire resist-ance duration = 90 minutes (Figs. 15/16):

* loop width limited to 65mm by the profile of the deep rail ** walls with openings or underside flame impingement*** static minimum wall thickness 140 mm

VSrai

lsystems

Constructive reinforcement

It is recommended to guide the sur face reinforcement into the side flanksto the right and left of the rail profiles in order to protect it constructivelyfrom damage. In addition, continuous angle irons ( 10 mm) are also rec-ommended.

Joint reinforcement

Before filling the joint, steel reinforcement bars must be inserted 12 mm intothe diameter in the vicinity of the loop overlapping (Figs. 8, 9 and 14) overthe entire height of the joint. It is statically imperative to have this reinforce-ment bar because it serves as gap pull reinforcement in the joint.

Component jointsControl joint = 20 mm (Fig. 17)Minimum joint = 15 mm (Fig. 18)Maximum joint = 40 mm (Fig. 19)

Here, the loop overlaps vary between 53 mm and 78 mm.

BSt 500 S,

12 mm

140mm***

140mm***

Figure 16:ISI minimum wallthickness, firestress F90-A

Figure 15:ISI minimum wallthickness, fire stress F90-A

Figure 17 Figure 18

Figure 19

max.

20

BSt 500S,12 mm

BSt 500S,12 mm

Figure 18 Figure 19



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0

Manufacture of the steel reinforced concreteprecast elementsIn the case of a precast part connection with the VS rail system, the groutinggroove is automatically created by the rail profiles. This means that no addi-tional recess bodies, no additional depths or similar elements must be provid-ed here. When mounting the VSrails and long boxes into

the formwork, the rope ends must be threaded into the reinforcement asstraight as possible. After that, the profiles are nailed in a simple way begin-ning at the lower point of construction unit for both construction units or areglued with hot adhesive to the steel formwork (Fig. 21). Fixing the loops onthe mesh reinforcement prevents the rail and the loops from slipping. The ropeend anchorings must be arranged at less than 90 to the joint. The profilesmust be arranged with the arrows upwards. They must be positioned so thatoverlaying loops correspond exactly in height.

After removing the formworkAfter stripping out the formwork, the flexible covering film is simply removedby pulling it off (Fig. 22). After that, the inside of the VSprofile is free andthe rope loops are visible. The rope loop can easily be tilted out (Fig. 23). Theloop must stick out vertically from the construction unit and, after tilting out,

must spring back into this position when mounting the construction units. Thisis important for guaranteeing a perfect overlap. The wall construction unitsare now ready for final mounting on the construction site.

Mounting the precast partsThe joints, the rail profiles and the loops must be free from soiling or separat-ing humidification.The wall units are either set in the permissible connection type (page 18 and 19)or on a mortar bed or onto leveling plates. The construction units must belevelled in such a way that the position and the height correspond with eachother. A spacing between the joints of between 15 mm to 40mm is possible inaccordance with the technical approval. In the vertical direction, the opposingand contacting loops must overlap and must have a maximum spacing of up to20mm.

PFEIFER application supportshould be contacted for installationvariants that differ from Figure 21where increased formwork com-

pression is expected. This is thecase with upright or battery form-work, for example!

!

Figure 20:Aligning theVSrail upwards

Figure 22:Opening of theVSrail

Figure 21:Nailing the profiles into theformwork

Figure 23:Tilting out theloops

Your advantages in using the software

Automatic verification of the connection

Generation of a full arithmetical verification


Integrated fire prevention verification

Project management

DXF export

Software for dimensioningFree-of-charge dimensioning software is available to the user for simpledimensioning of the approved PFEIFER VSproducts. This can quickly andefficiently calculate all applications that occur in practice. Complete reinforcedwall systems, for example, but also standard joints can be calculated withoutgreat effort by simply entering geometry and loads.

Softwa

re

NEU!NEW

Caution: The maximum vertikaldistance betrween the loops is20 mm! For bigger spacing(> 20 mm) the connection loosesa capacities.



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21

Your advantages from using the software

Safe and convenient planningwith PFEIFER-VSsoftware

The complete PFEIFER VSsystem with VSBox, Rails, Long Boxes, DeepRails and VSSlim Boxes and VSPlus Boxes can be planned with the soft-ware. The latest version can be downloaded from our website www.pfeifer.de.The PC software can run as a stand-alone program and offers many usefulfeatures such as

Permanently storable user data and one-time project data


Computerized calculation of the connection

Generation of a complete static documentation for:

VSPlus Box

VSSlim Box

VSBZ 250 rail system

VSTZ 100 rail system

Calculations for different applications of

wall-to-wall joint

wall-to-column joint

wall-to-corner joint

complete wall element

with constant and variable loads

with parallel and vertical transverse forces

Display of the influences andresistances for the selection Design with all VS

elements andgraphic export

Scaled graphics in top and frontview

Variable spacing with VSBox,VSPlus Box and VSSlim Box

Integrated fire preventionverification

Project management

DXF export

Different languages selectable such as:

German

Polish

English

Czech

Cast quantity calculations in litresand dry quantities (bags)

Order lists according to itemnumbers



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2

Previouslyclosed joint

Previouslyclosed joint

Compri-band foamcord


FDS jointcompressionformSponge rubber Sponge rubber

Information and tipsThe characteristics of the casting mortarin the joint play a significant role in pro-ducing a positive connection betweenconcrete sections and the PFEIFER VSsystem elements. The specially devel-

oped VS

PAGEL

GROUT has provenits suitability in combination with thePFEIFER VSrail system in extensivetrials. This grout has been granted theGeneral German Technical Approval.

Grout characteristics Highly free-flowing for at least 90 minutes

Shrinkage-compensated

Resistant to frost and de-icing salt

Can be pumped with mixing and feed pumps

Corrosion-resistant

Production certified to DIN ISO 9001

Supplied as a bagged product (bags of 25kg)

Mixing VSPAGELGROUTVSPAGELGROUT is supplied ready-mixed and only needs to be mixedwith water according to the printed mixing instructions from PAGEL . Thematerial is then immediately ready for use.

Casting the jointThe grout is poured in continuously until the desired level (max. 3.54m) isreached. The formwork must be able to absorb the stress that arises fromthis.

Compacting is not necessary. Degassing by poking with the reinforced con-

crete steel bar or the fitting of a vibrator is, however, recommended. The groutbonds very quickly and allows rapid continuation of work. After the corre-sponding bonding times, the joint can be loaded to the permitted scope.

Joint formwork variants1. Board formwork

In order to fill concrete panel joints flush with VSPAGELGROUT, a shutter-ing board (Fig. 26) must be inser ted from both sides. Here, it is recommended

VSPAGELgrout joint filler for the VSISI System3D

to provide the shuttering boards with foam rubber to compensate for any une-vennesses. If the shuttering boards are correctly fixed and it is assured that

the grout material cannot escape, the joint can be filled as described in thesection entitled Filling the joint. After the material has hardened the form-work can be removed, cleaned and reused.

2. Mortar seal

An additional variant enables the sealing of the joint flanks with the VS-PPAGELCASTING MORTAR (Figure 27). After this mortar has hardened, thecore area of the joint can then be filled with the VSPAGELGROUT and ahigher efficiency of the systems can be realised.

3. VSFDS air tube form

The air tube form consists of two 4 m-long air tubes. These are very slightlypumped and pressed into the joint slot, so that the casting space of the loops isnot adversely affected. After the air tube is applied over the entire joint height, theair tubes are brought to the nominal pressure and the joint is sealed. Now thejoint can be cast from above across the entire height of 3.54 m. After the grouthas hardened, the air pressure can be released and the air tube removed. Aftercleaning, it can be used again. Please also observe the detailed installationinstructions on page 28.

4. Sealed compriband

Another way is of casting the joint with VSPAGELGROUT is the variant illus-trated in the sketches in Figure 29. Here, a defined foam cord/compriband is in-serted in the joint before the casting and then a permanently elastic joint sealinginstalled.

After the joint sealing has completely hardened on both sides, the grout can beused without additional formwork measures. However,the stresses that occur during casting must be taken into account here. Theseshould be determined by the construction company and the appropriate castingsections selected so that any squeezing out of the joint sealing is prevented.

Amount of VSPAGELGROUT required

The VSsoftware (see page 31) calculates the mortar volume for the selectedjoint to be cast based on the actual amounts and dimensions of the projectentered, it outputs the number of bags for the project and, on request, createsa fax request for PAGEL.

For approximate calculations of the completely filled joints, the following tableis used where an average casting consumption per running meter is specifiedbased on 3.5 m high walls.

Table 4: Casting volumein case of standard joint

Wall thickness [cm]

14 16 18 20 22 24

VS-ISI-System3D 6,68 7,08 7,48 7,88 8,28 8,68

Amount in l/m for standard joint 2cm;approx. 2kg of material are required per l

Figure 29Figure 28Figure 27Figure 26

Caution: When the air tube form or precompressed tapesare pressed into the lateral joints without adversely affec-

ting the casting space, the effective la teral concrete coverfor the rails and for the rope loop is reduced. The residualcross-section must be at least 14 cm.

Caution: VSPAGELGROUT is manufactured andbrought onto the market by PAGELSpezialbeton GmbH& Co. KG in Essen. Appropriate handling of the groutmust, therefore, be carried out according to the manu-facturer's data only.



23/28


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4

Create perfect precast element connections quicklyand easily with PFEIFER VS FDS Joint PressureFormwork

Experttip

Problem-free joint pressure formworkmakes grouting precast element jointseasy

No more belt and braces solutions

No need for special reinforcement

Innovation

Space-saving storage

Long-lasting

Fast to use

Time-saving

No reworking

Efficiency

High-quality materials forlong-lasting elements

Quality



25/28

25

L

D

G 1/8

VSFDSairtubeform

The PFEIFER VSFDS air tube form-work allows cast joints in the VSsys-

tem to be rapidly and tightly formed.Installation is straightforward, there isno waste as the air tube can bereused. The product guarantees a tightjoint for castings up to 3.54 m inheight. After the grout has hardened,

the air is released from the air tube, it 'staken out leaving a clean, deepened,slightly rounded, smooth joint. This is

also especially suitable for a additionalelastic sealing of a building to the out-side.


VSair tube formwork

PFEIFER VSFDS air tube formworkItem no. 05.039

Materials:Armoured PVCStainless steelBrass

Order no. Type Width of joint

[mm]

Dimensions in mm max. P Weight

[kg]D L [Bar]

05.039.23.1200 FDS 23 1020 23 1200 2,5 0,40

05.039.29.1200 FDS 29 2025 29 1200 2,5 0,70

05.039.42.1200 FDS 42 2540 42 1200 2,5 0,90

05.039.23.4000 FDS 23 1020 23 4000 2,5 0,82

05.039.29.4000 FDS 29 2025 29 4000 2,5 1,10

05.039.42.4000 FDS 42 2540 42 4000 2,5 1,45

Ordering example: Air tube formwork FDS 29 for 8 joints higher than 3.50 m16 PFEIFER VS FDS air tube formwork, order no. 05.039.29.4000

Experttip



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for Permanent Fixing

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Transcript of VS Systeme 3D