999800602 UK Method statement Doka folding platform K · Method statement Doka folding platform K...

The Formwork Experts

07/2007

UK999800602

User information

Method statement

Doka folding platform K

9725-201-01

2 999800602 - 07/2007

User information Doka folding platform K


Introduction

© by Doka Industrie GmbH, A-3300 Amstetten

3999800602 - 07/2007

Contents Page

User information Doka folding platform K Introduction


General instructions for compliant utilisation............................................ 4Elementary safety warnings ........................................................................ 5Product description ...................................................................................... 6Doka folding platform K in detail ................................................................ 8Areas of use ................................................................................................10Working platform with formwork..............................................................11Working platform without formwork ........................................................12Utilisation planning ....................................................................................13Set-up procedure........................................................................................14Length adjustment and corner solutions..................................................16Platform assembled from single brackets ................................................19Overview of suspension methods.............................................................20Cone-type suspension points ....................................................................22Loop-type suspension points ....................................................................28Examples of the system in action .............................................................30Protection platforms: General remarks.....................................................32Protection platforms: Fall barriers.............................................................34Protection platforms: Sloping-rooftop fall barriers .................................35Protection platforms: Protective canopies................................................38Sideguards on exposed platform-ends ....................................................39Safety on the structure...............................................................................40Bridging openings in walls ........................................................................41Bridging storey-high openings..................................................................42Second workdeck level...............................................................................45Moving the platform...................................................................................46Climbing with the Folding platform K.......................................................47Folding platform K as a base on which to stand façade scaffolding......48Formwork planning with Tipos .................................................................49Doka service offerings................................................................................50

Component overview.................................................................................51

The Formwork Experts4 999800602 - 07/2007

Introduction User information Doka folding platform K

General instructions for compliant utilisation

● This User Information booklet (Method State-ment) is aimed at everyone who will be working with the Doka product or system it describes. It contains information on how to set up this sys-tem, and on correct, compliant utilisation of the system.This User Information booklet can also be used as a generic method statement or incorporated with a site-specific method statement.

● Doka products are ONLY to be used in accord-ance with the Doka User Information booklets or other technical documentation provided by Doka.

● The functional/technical instructions, safety warnings and loading data must all be strictly observed and complied with. Failure to do so can cause accidents and severe (even life-threatening) damage to health, as well as very great material damage.

● If any deviation from these instructions is con-templated, or any application which goes beyond those described here, then revised static calculations must be produced for check-ing, as well as supplementary assembly instructions.

● The customer is to ensure that the User Infor-mation booklet (Method Statement) provided by Doka is available to all users, and that they have been made aware of it and have easy access to it at the usage location.

● Always observe all industrial safety regulations and other safety rules applying to the applica-tion and utilisation of our products in the coun-try and/or region in which you are operating.

● Many of the illustrations in this booklet show the situation during formwork assembly and are therefore not always complete from the safety point of view.

● The equipment/system must be inspected by the customer before use, to ensure that it is in suitable condition. Steps must be taken to rule out the use of any components that are dam-aged, deformed, or weakened due to wear, cor-rosion or rot.

● Only original Doka components may be used as spare parts.

● Combining our formwork systems with those of other manufacturers could be dangerous, risking damage to both health and property. If you intend to combine different systems, please contact Doka for advice first.

● The customer must ensure that this product is erected and dismantled, reset and generally used for its intended purpose under the direc-tion and supervision of suitably skilled persons with the authority to issue instructions.

● All persons working with the product described herein must be familiar with the contents of this manual and with all the safety instructions it contains.

● Persons who are incapable of reading and understanding this booklet, or who can do so only with difficulty, must be instructed and trained by the customer.

User information Doka folding platform K Introduction

5999800602 - 07/2007 The Formwork Experts

Elementary safety warnings

Symbols usedThe following symbols are used in this booklet:

MiscellaneousWe reserve the right to make alterations in the inter-ests of technical progress.Unless otherwise stated, all dimensions are given in cm.

● Doka products and systems must be set up in such a way that all loads acting upon them are safely transferred!

● The stability of all components and units must be ensured during all phases of the construc-tion work!

● Provide safe workplaces for those using the formwork (e.g. for when it is being erected/dis-mantled, modified or repositioned etc). It must be possible to get to and from these workplaces via safe access routes!

● Do not exceed the permitted fresh-concrete pressures. Excessively high pouring rates lead to formwork overload, cause greater deflection and risk causing breakage.

● Do not strike the formwork until the concrete has reached sufficient strength and the person in charge has given the order for the formwork to be struck!

● When striking the formwork, never use the crane to break concrete cohesion. Use suitable tools such as timber wedges, special pry-bars or system features such as Framax stripping corners.

● When striking the formwork, do not endanger the stability of any part of the structure, or of any scaffolding, platforms or formwork that is still in place!

● Observe all regulations applying to the hand-ling of formwork and scaffolding. In addition, the Doka slinging means must be used - this is a mandatory requirement.

● Remove any loose parts or fix them in place so that they cannot be dislodged or fall free!

● All connections must be checked regularly to ensure that they still fit properly and are func-tioning correctly.It is very important to check all screw-type con-nections and wedge-clamped joins whenever the construction operations require (particu-larly after exceptional events such as storms), and to tighten them if necessary.

● All components must be stored safely, follow-ing all the special Doka instructions given in the relevant sections of this User Information book-let!

● Further safety instructions, especially warn-ings, will be found in the individual sections of this document!

● The faulty utilisations shown in the various sections of this booklet are only a selection of examples taken from our many years' experi-ence in the field.

Important note

Failure to observe this may lead to malfunction or damage.

Caution / warning / danger

Failure to observe this may lead to material damage, and to injury to health which may range up to the severe or even life-threatening.

Instruction

This symbol indicates that actions need to be taken by the user.

Sight-check

Indicates that you need to do a sight-check to make sure that necessary actions have been carried out.

Tip

Points out useful practical tips.

☞

6 999800602 - 07/2007



Product description

The comprehensive range of ready-

to-use platforms for every field

The Doka folding platforms K are pre-assembled (and thus immediately work-ready) scaffold plat-forms designed to be used as● EN 12811-1 compliant working platforms● DIN 4420-1 and ÖNORM B4007 compliant protec-

tion platforms

They are delivered to the site folded closed, to save space.At the site, it takes only an instant to unfold them before they are craned to the prepared suspension points and hung into place.A range of practical accessories makes work on the site a lot easier and eliminates the need for costly job-site improvisations.

Among the many advantages of the Doka fold-

ing platform K:

● High load-bearing capacity of up to 600 kg/m2 - Load Class 6

● The 3.00 or 4.50 m long platforms are easy to plan

● Closure platform 3.00m for length adjustment and corner solutions – all-in-one, with integral railings

● Retractable crane-hoisting points for an even, safe platform deck – no projecting parts that any-body might trip over

● Long service life thanks to its sturdy design, var-nished deck-boards and galvanised steel con-struction

● Deck-boards are protected by a steel profile at either end of the platform

● Climbing formwork K – simply adding a few standard Doka components to the platforms transforms them into a fully-fledged tiltable climbing formwork system

● Lengthening piece and suspended platform – as system components for bridging storey-high openings and for safe finishing-work

● Good bridging of wall and window openings● Handrail lengthening piece K and safety netting –

for extending and reinforcing the rooftop fall bar-rier function

● Side handrail clamping unit T – the quick way of putting up safe end-railings at the ends of the platforms

● Two different suspension methods, for better adaptation to the on-site situation:- cone-type suspension points- loop-type suspension points

● Platform level can be raised / lowered by either 0.50 m or 1.00 m at a time, using the Suspension beam K2

● Takes up very little storage and transport space



Doka folding platform K in detail

System dimensions:

● is readied for operation in only a few simple steps

● 2 possible lengths of platform, as required by the situation: - 3.00 m (2 brackets)- 4.50 m (3 brackets)

● The hoisting points always have the same grid spacing of 1.50 m

Cone and loop-type suspension points possibleTo make the Folding platform K ready for loop-type suspension points, simply retrofit the platform with the Bow head K-ES (Z) .

Crane slinging points

● No projecting parts: The retractable crane hoist-ing points leave an even, safe work-deck.

Attaching panel struts

● Connection sockets for attaching the panel struts are integrated in the platform.

9725-351-01

212

184

121

108

5 53

9725-217-01Z

Front crane hoisting point Rear crane hoisting point

A Folding platform K

B Connection socket

K Panel strut

L Star screw

9725-218-01 9725-219-01

9725-406-01

A

B

K

L



Transporting, stacking and storingThe Folding platforms K are pre-assembled and can be collapsed for easy shipping and storage – no risk of slippage.

This optimum packing density translates into low shipping volume and excellent utilisation of the loading area of the truck:● 84 linear metres of Doka folding platforms K per

truck semi-trailerThis corresponds to:- 28 Folding platforms K 3.00m

● 94.5 linear metres of Doka folding platforms K per truck trailerThis corresponds to:- 21 Folding platforms K 3.00m +- 7 Folding platforms K 4.50m

Stack of 7 folding platforms K

a ... 234.0 cmb ... 221.0 cmc ... 32.3 cm

A 10 cm high squared timbers

9725-307-01

a

b

cA



Areas of useThe comprehensive ready-to-use platform-range of the Folding platform K series meets the require-ments of EN 12811-1, DIN 4420 Part 1 and ÖNORM

B4007, and the Construction Worker Protection Ordinance (BauV).

Classification to EN 12811-1

Working platform

Protection platform

Load Class2

Load Class3

Load Class4, 5, 6

For service and maintenance work, espe-cially for cleaning work on façades

e.g. for external rendering and stucco work, coating, pointing or repair work; as a rein-

forcement or pouring platform in reinforced-concrete construction work.

Normally for masonry and external render-ing work, tiling and squared-stone facing

work, and heavy site-erection work.

Only for work in which it is not necessary to store building materials or parts on the plat-

form decking.

The materials and equipment stored on the platform decking may not be set down on

the platform by lifting-appliances.

Building materials and parts may be set down on the platform by lifting-appliances

and stored on the platform decking.However:

When materials are stored on the platform decking, a clear access passage at least

0.20 m wide must be left free.

Necessary precondition:When materials are stored on the platform

decking, a clear access passage at least 0.20 m wide must be left free.

Live load per unit area: 150 kg/m2 Live load per unit area: 200 kg/m2

Live load per unit areaLoad Class

4300 kg/m2

5450 kg/m2

6600 kg/m2

plus partial-area loadThe actual load is made up of the weight of the stored material and of the persons on

the platform. For each person, a weight of 100 kg must be

assumed.

The actual load is made up of the weight of the stored material and of the persons on

the platform. For each person, a weight of 100 kg must be

assumed.

with formwork without formwork

9725-353-01 9725-354-01

Fall barrier Sloping-rooftop fall barrier Protective canopy

9725

-356

-01

9725-357-01 9725-355-01



Working platform with formworkH (horizontal load) and V (vertical load) refer to the loads at the suspension point. These loads cover all the usage situations given here. The structure, and

all parts of the structure, must be verified for stabil-ity on the basis of this data.

* Ensure that the Folding platform K is at the correct height relative to the top of the floor slab. See the section headed "Types of suspen-sion point"

Attaching the panel struts (Close-up A):

Formwork shored from folding platform Formwork shored from floor slab

Formwork shored from folding plat-form, with back-stay for formwork

and folding platform

Load Class 2 (Live load per unit area 150 kg/m2 on folding platform and pouring platform).Max. width of pouring platforms 1.20 m.

Type of suspension point

Suspension cone

Suspension loop ES* Suspension cone Suspension loop

ES* Suspension cone

H = 14.0 kNV = 24.0 kN

H = 14.0 kNV = 18.0 kN

H = 14.0 kNV = 24.0 kN

H = 14.0 kNV = 18.0 kN

H = 36.0 kNV = 20.0 kN

Closures 1.00 m 0.75 m 1.00 m 0.75 m Not allowedSuspended platform Allowed Not allowed Allowed Not allowed AllowedFormwork height 3.00 m 3.00 m 5.50 m 4.00 m 3.75 m

Wind speeds up to 55 km/h (as per "UVV" accident prevention rule for cranes). Formwork heights of up to 4.00 m are possible if the max. wind speed is lowered to 45 km/h.For higher wind speeds, and when work finishes for the day or for a prolonged break in site operations, precautions must be taken (like attaching to the inside formwork or back-staying) as shown here in the adjacent columns.

Follow the directions in the "Doka climbing formwork K" User Informa-

tion!

B Secure the formwork to the folding platform in a tension-proof manner (11kN)

C Tension-proof back-stay (14 kN)

A

9725-334-01 9725-335-01

A

9725-336-01

A

B

C

Caution!

The panel struts on the folding platform must:➤ only be positioned in the axis of the

bracket➤ only be fitted into the special connection

sockets, and➤ only be fixed with star-screws (D) .

Tie-rod 15.0mm is forbidden!

9725-337-01

D



Working platform without formworkH (horizontal load) and V (vertical load) refer to the loads at the suspension point. These loads cover all the usage situations given here. The structure, and

all parts of the structure, must be verified for stabil-ity on the basis of this data.

1) See also "Overview of suspension methods".2) For closures of longer than 1.00 m, only use the Closure platform 3.00m.

Typ

es o

f su

spen

sio

n p

oin

t 1)

Suspension coneRock anchor spreader unit 15.0 + Suspension cone 15.0 with collarSuspension cone 15.0 for insulation up to 11 cm (insulation thickness up to 6 cm)Suspension cone 15.0 for insulation up to 11 cm (insulation thickness up to 11 cm)Suspension loop ESBridge edge beam anchor 30kN 15.0Suspension profile AK/ESSuspension plate AK/ES

H = 9.2 kNV = 9.2 kN

H = 16.2 kNV = 16.0 kN

H = 25.0 kNV = 26.0 kN

Load Class 2Live load per unit

area150 kg/m2


area200 kg/m2


area300 kg/m2


area450 kg/m2


area600 kg/m2

Closures 1.00 m 2.50 m 2) 0.00 m 1.50 m 2) 0.00 m 1.00 m 0.75 m 0.50 mHeight adjustment with Suspension beam K2Down -1.00 m -1.00 m -1.00 m -1.00 m -1.00 m -1.00 m Not allowed Not allowed

Up +1.00 m +0.50 m +1.00 m +0.50 m +0.50 m Not allowed Not allowed Not allowed

Corners Possible with Closure platform 3.00m or platform planking unit

Only allowed with Corner folding platform A (Art.n° 580473000), otherwide

corner zones are reclassified down to Load Class 4

For information on how to set up and use the Corner folding platform A, see Techni-

cal Newsletter N° 494 (12/2000)



Utilisation planningThe suspension points are always spaced the same distance apart (150 cm), and 75 cm from the plat-

form edge. This greatly facilitates planning and site erection.

1) ... Centre-to-centre spacing of suspension points2) ... Nominal dimensions of platforms

* ... The actual closure length is 5 cm more than the stated system dimension.

Folding platform K 3.00m Folding platform K 4.50m

A Folding platform K 3.00m

B Folding platform K 4.50m

C Closure platform 3.00m

D On-site solution

9725-385-01

15072.5 72.5

295

1)

A

9725-386-01

445

72.5 72.5150 1501) 1)

B

9725-325-01

A

A

A

D

D

B

B

A

A

C

C

C

15 - 75

180 450 250* 300

75 150 150 150400

150 150

450

15

180

300

50*

300

180

150

150

150

180

300

300

150

150

7575

75

75

200

7575

75

2)

2)

1) 1) 1)

1)1)

1)

1)

1)1)

1)

2)

2)2)

2)2)



Set-up procedure

Separating the platforms➤ Lift the stacked platforms off the truck by crane or

forklift truck, and set them down on a flat, paved surface.

➤ Attach the four-part lifting tackle to the crane hoisting points at the front and to the extra lifting bows at the rear (C) .

Putting up the railings➤ Tilt up the railings (D) . When you reach the stop,

lift the railings and slot them into place.

Attaching the crane➤ Pull the lifting bows up out of their recesses,

attach the four-part lifting tackle (E) (e.g. Doka 4-part chain 3.20m) and raise the folding platform.

Pulling out the pressure rod

Bolting the vertical rod in place➤ Tilt up the vertical rod (I) and fix it by inserting the

U-bolt (G) .➤ Secure the U-bolt with the red safety clip (F) to

prevent it being opened accidentally.

The Folding platform K is now ready for use.

☞ Only attach and lift 1 platform at a time.

9725-223-01C

9725-405-01

D

9725-403-01

E

Caution!

After being released, the pressure rod swings downwards!➤ Hold the pressure rod (H) in one hand.➤ Then, with the other hand, lift up the red

safety clip (F) and pull out the U-bolt (G) as far as it will go.

➤ Gradually lower the pressure rod by hand.

9725-226-02

F

H

G

9725-226-03

I

F

G



Hanging the Folding platform K into

place

For all cone-type suspension points, the rule is:

➤ Raise the Folding platform K with a four-part lift-ing tackle.

This raises the front lifting bows, opening the lift-out guard.

➤ Once the Folding platform K is suspended from the suspension cone, the load is removed from the four-part lifting tackle.

The lifting bows drop into the starting position, automatically securing the platform against acci-dental lift-out.

"Locked" position = lifting bow is flush with decking.

9725

-418

-01

9725

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-01



Length adjustment and corner solutions

with Closure platform 3.00mThis ready-to-use, fold-down platform is the quick way of making closures up to 2.50 m long, and cor-ner configurations.

Other features include:● Long service life thanks to its sturdy design and

galvanised steel railings.

System dimensions:

Transporting, stacking and storing

When folded closed, the pre-assembled Closure platforms are easy to transport and store.With their high packing density and ideal dimen-sions, they make highly efficient use of the availa-ble storage and shipping capacity.

Note:

Only set down stacks of platforms on flat, paved surfaces.

Stack of 10 Closure platforms 3.00m

Preparing the platform

1) Tilt up the railings and slot them into place at 15°.In this form, the Closure platform is ready for use as a corner decking unit.

2) Fold out the hinged part.In this form, it is ready for use as a closure deck-ing unit.

The integral crane hoisting points enable the Clo-sure platform to be lifted safely using a four-part lifting tackle.

Hinged part folded out Hinged part folded in

9725-208-01

9725

-352

-01

188

15°15°160

116

343

300

88

105

62

A 10 cm high squared timbers

9725-286-01

A

110

17.2

169

9725-207-01

1

2

9725-224-01



Length adjustment

➤ Position the Closure platform 3.00m across the middle of the closure zone.

Manhole

➤ Position the Closure platform 3.00m across the middle of the closure zone.Front hinged part must be folded back.

b ... 86 cm

Corner solution

➤ Place a Closure platform 3.00m across the corner zone.Front hinged part must be folded back.

c ... 15 to 75 cmd ... 75 cme ... min. 130 cmf ... min. 90 cm

☞ Do not exceed the max. closures a, depend-ing on the usage situation.

See the following sections:● Working platform with formwork● Working platform without formwork● Protection platform

☞ Do not exceed the max. closures, as stated for the length adjustment.

9725-298-01a

9725-297-01

b

☞ Minimum overlap 20 cm!

9725-296-01

c

d

e

f



with planksClosures and corner transitions can also be made using field-built solutions.

Length adjustment

Floor planking:

➤ Lay down planks with a min. cross-section of 20x5 cm. Minimum overlap 75 cm!

Setting up guard rails using the Universal railing shackle:

➤ Attach the Universal railing shackles to the side railings of the folding platform using two 28x65 nails.

➤ Insert guard-rail boards (min. 15x3 cm) into the Universal railing shackles and fix them with two 28x65 nails on each side.Minimum overlap 15 cm!

Nailing the railings on directly:

➤ Fix the guard-rail boards (min 15x3 cm) with two 28x65 nails on each side.Minimum overlap 15 cm!

Corner solution

c ... 15 to 75 cmd ... 75 cme ... min. 130 cmf ... min. 90 cm

➤ Cover the corner zone with planks (min. 20x5 cm).Minimum overlap 20 cm!

➤ Fix the guard-rail boards (min 15x3 cm) with two 28x65 nails on each side.Minimum overlap 15 cm!

A Attach a guard-rail board with a Universal railing shackle or with two 28x65 nails on each side

☞ Do not exceed the max. closures a, depend-ing on the usage situation.

See the following sections:● Working platform with formwork● Working platform without formwork● Protection platform

9725-206-01

A

a

The Universal railing shackle can be used in the same way as with the length adjustment.

9725-247-01

c

d

e

f



Platform assembled from single bracketsMakes it possible to choose any bracket spacing and any length of platform, for constructing closure platforms (of e.g. less than 3.0 m in length) and spe-cial shapes for use in corner zones.

A Folding bracket K

B Planks, min. 20x5 cm (site-provided)

C Guard-rail boards, min. 15x3 cm (site-provided)

D Scaffolding tube 48.3mm

E Screw-on coupler 48mm 50

F Swivel coupler 48mm

Max. influence width per bracket 1.50 m

☞ On platform configurations of this type, the following points MUST be observed:● Screw the deck-boards and guard-rail

boards onto the Folding brackets K.● Brace the Folding brackets K with scaf-

folding tubes as needed.

Detailed information on mounting the brac-ing and the decking may be found in the User Information booklet "Doka climbing formwork system K".

9725-424-01

A

C

D

B

F

E



Overview of suspension methods

Cone-type suspension points

Suspension point in concrete

Without insulation (standard suspension point)

Without insulation (variant using Bridge edge beam anchor)

With insulation of up to 11 cm

Suspension point fixed in a hole subsequently drilled in the concrete

Suspension points subsequently fixed onto

the concrete floor-slab

Without insulation, or with insulation up to 10 cm thick

With insulation and/or facing brickwork between 10 and 30 cm thick

9725-216-01

Expendable parts Re-useable parts

Pigtail anchor 15.0 Sealing sleeve 15.0/5cm

Cantilever posi-tioning cone 15.0/

5cm

Tie-rod 15.0, length approx.

20 cmSuper-plate 15.0 Suspension cone

15.0 5cm

or or or

Stop-anchor 15.0 16cm Sealing sleeve S 15.0/5cm Fixing plate 15.0

Expendable parts Re-useable partsBridge edge beam anchor 30kN/15.0 Nailing cone 15.0 Screw-in cone 30kN/15.0


Pigtail anchor 15.0 Sealing sleeve 15.0 for insulation up to 11 cm

Suspension cone 15.0 for insulation up to 11 cm Cone screw RD 28

or In addition, where needed:Stop-anchor 15.0 16cm Positioning disc RD 28


Rock-anchor spreader unit 15.0 Tie-rod 15.0 Rock anchor installation tube Suspension cone 15.0 with collar

Re-useable partSuspension plate AK

Re-useable partSuspension profile AK



Loop-type suspension pointsIn order to hang the Folding platform K into place, there must be a Bow head K-ES (A) mounted on every Suspension head.1) Insert the Bow head K-ES into the Suspension

head of the Folding platform K2) Push the Safety pin ES into place

3) Secure by turning the lever-latch

Suspension point in concrete floor-slab

Without insulation (standard suspension point)

Suspension points subsequently fixed onto

the concrete floor-slab

Without insulation, or with insulation up to 10 cm thick

With insulation and/or facing brickwork between 10 and 30 cm thick

Suspension point for fair-faced

concreteThe Fair-faced concrete positioning cone 15.0 5cm is particularly suitable for fair-faced concrete projects where the form-tie points and suspension points are required to make a uniform hole-pattern.

If it is intended to use this type of suspension point, a Doka technician must be contacted before the project starts.

Result (in terms of appearance):

The form-tie points and/or suspension points have a uniform, regular hole-pattern.

Expendable partSuspension loop ES

2 per suspension point

Re-useable partSuspension plate ES


Re-useable partSuspension profile ES


1

2

9725

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-01

☞ Safety warning:The Fair-faced concrete positioning cone may only be used on suspension points that are located within a maximum of 80 cm from the top edge of the concrete. The rea-son for this restriction is the reduced load-bearing capacity of such suspension points, due to the shallower screw-in depth of the end of the tie-rod nearest the form-ply.

Anchoring situation Illustrated inside the con-crete

A Fair-faced concrete positioning cone 15.0 5cm

B Stop-anchor double-ended 15.0

C Extra reinforcementsteel

A C

B

Tr635-202-01

Tr63

5-20

1-01



Cone-type suspension points

Suspension situation with cone-type suspension points:

a ... Cone axis to top of decking: 6.5 cm

Suspension point in concrete – with-

out insulation (standard suspension

point)

Tools needed: ● Reversible ratchet 1/2"● Positioning-cone spanner 15.0 DK

Positioning point

with hole drilled through the form-ply➤ Drill a diam. 18 mm hole in the form-ply (position

as shown in shop drawing / assembly plan).➤ Screw the Stop-anchor or pigtail anchor (A) into

the Cantilever positioning cone (C) until fully engaged.

➤ Insert a Tie-rod 15.0 (F) (length approx. 20 cm) through the hole drilled in the form-ply, screw it into the Cantilever positioning cone and tighten it with the Super-plate 15.0 (J) .

Note:

Cantilever positioning cones are supplied with Sealing sleeves 15.0 5cm (D) . Every time the Uni-versal climbing cones are used again, fit them with new sealing sleeves first!

➤ Warning against not screwing in the parts (e.g. stop anchors or pigtail anchors) far enough into the positioning cones: This may subsequently lead to reduced load-bearing capacity and to the failure of the suspension point - resulting in injury and damage.

➤ Always screw in components until they fully engage – that is, for the full length as far as the depth mark on the stop-anchor or pigtail anchor.

➤ Make sure that the parts then used for the suspension point are for the same depth of concrete cover.

➤ Do not use the positioning cone as a rod connector

➤ Tie the pigtail anchor or stop anchor to the reinforcement with binding wire. This prevents it becoming detached during pouring and vibrating.

Never weld or heat tie-rods - risk of fracture!

☞ Cones and accessories are also available for a 2 cm depth of concrete cover.The articles in question are:● Suspension cone 15.0 Art.n° 581970000● Cantilever positioning cone 15.0 Art.n°

581698000● Sealing sleeve 15.0 Art.n° 581989000● Sealing sleeve S 15.0 Art.n° 581696000These suspension points are prepared in a similar way to the instructions given for the Suspension cone 15.0/5cm.However, special care must be taken to ensure that components for different depths of concrete cover are kept strictly separate (see warnings above)!

a

9725

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-01

E Longitudinal reinforcement and U-reinforcements, min. diam. 8 mm, spaced max. 15 cm apart

1 cm distance between depth mark (G) and cone.

9725-398-01

G

1.0

J



Positioning point

No hole drilled through form-ply (e.g. where there is a Doka beam or the profile of a framed formwork panel directly behind the location of the position-ing-point).➤ Nail a Cantilever positioning cone (C) to the form-

ply using a Fixing plate 15.0 (H) (position as shown in project plan).

➤ Screw the Stop-anchor or pigtail anchor (A) into the Cantilever positioning cone until fully engaged.

Note:

Cantilever positioning cones are supplied with Sealing sleeves 15.0 5cm (D) . Every time the Uni-versal climbing cones are used again, fit them with new sealing sleeves first!

Before pouring

➤ Check all positioning points and suspension points once again.

Suspension point

➤ Use a Reversible ratchet 1/2" and Positioning-cone spanner 15.0 DK to unscrew the Cantilever positioning cone together with the Fixing plate 15.0.When carefully fitted, and removed without using force, the Fixing plate 15.0 can be used sev-eral times over.

➤ Screw in Suspension cone 15.0 (I) until fully engaged, and tighten using Reversible ratchet 1/2".

Pigtail anchor 15.0

d ... min. 16.0 cma ... 74.0 cm (where there is 5 cm concrete cover on both sides)

Stop-anchor 15.0 16cm

a ... 26 cm (where there is 5 cm concrete cover on both sides)


1 cm distance between depth mark (G) and cone.

When the Fixing plate 15.0 is used, we also recommend using the Sealing sleeve S 15.0 5cm.This has a trumpet-shaped end which improves the tightness of the join.

9725-410-01

G

H

1.0

➤ Warning against not screwing in the sus-pension cones sufficiently far: The result-ing reduction in the load-bearing capacity may cause the suspension point to fail, leading to injury and damage.

➤ Never mix components that have differ-ent depths of concrete cover - this causes the screw-in depths to be insufficiently deep.

➤ Always screw in components until they fully engage.

Concrete strength on initial loading:min. 10 N/mm2 (100 kg/cm2)

See the User Information booklet "Doka climbing formwork system K" for other ways of fixing anchorages in walls.

9725-411-01

I

a

d

a

9725-425-01



Suspension points in concrete for

reduced loading requirements

The Bridge edge beam anchor 30kN 15.0 is type-tested.

Fitting the Bridge edge beam anchor

➤ Nail a Nailing cone 15.0 (A) to the form-ply (posi-tion as shown in shop drawing / assembly plan).

➤ Push the Bridge edge beam anchor (C) onto the Nailing cone ...

➤ Tie the Bridge edge beam anchor tightly to the reinforcements with binding wire.This prevents it becoming detached during pour-ing and vibrating.

After formwork has been struck

➤ Remove the Nailing cone 15.0 (A) from the anchoring point.

a ... Depth of concrete cover 4.0 cmb ... Installation depth 11.5 cm

Mounting the Screw-in cone 30kN/15.0

Tools needed: ● Reversible ratchet 1/2"● Extension 11cm 1/2"

➤ Screw in the Screw-in cone 30kN/15.0 (F) until it is fully engaged.

To make the suspension point reusable and

achieve lasting protection against corrosion*

Where an ungalvanised "standard" Bridge edge beam anchor 30 kN 15.0 has been used, you can give the suspension point lasting (electrochemical) protection against corrosion by screwing a Zinc plug 15.0 into the anchor after the formwork has been removed.* European Patent EP 1 045 087Field of use:Especially in bridge-building:

● piers● superstructures

For suspension points which are intended to be re-usable in many years' time, when the time comes to rehabilitate the structure.

☞ For using the platforms as working plat-forms without formwork, up to Load Class 3.

Make sure that the sealing ring (B) is fitted correctly!

☞ If statically required – place extra reinforce-ment steel (D) .

9418

-203

-01AB

9418

-204

-01

DC

9418-205-01

a

b

A

9418-207-01

F



Suspension points in concrete –

insulation up to 11 cm thick

Tools needed: ● Reversible ratchet 1/2"● Reversible ratchet 3/4"● Universal cone spanner 15.0/20.0

Positioning point

with hole drilled through the form-ply➤ Drill a diam. 30 mm hole in the form-ply (position

as shown in the project plan).➤ Screw a Stop-anchor or pigtail anchor (A) into the

Suspension cone 15.0 for insulation up to 11 cm (C) .

➤ Insert a Cone screw Rd28 (F) through the hole drilled in the form-ply, screw it into the cone and tighten it.

Note:

Suspension cones 15.0 for insulation up to 11cm are supplied with Sealing sleeves (D) . Every time the Universal climbing cones are used again, fit them with new sealing sleeves first!

Positioning point

No hole drilled through form-ply (e.g. where there is a Doka beam or the profile of a framed formwork panel directly behind the location of the position-ing-point).➤ Nail a Positioning disc Rd28 (H) to the form-ply

(position as shown in project plan).➤ Screw the Suspension cone 15.0 for insulation

up to 11 cm (C) onto the Positioning disc Rd28.➤ Screw the Stop-anchor or pigtail anchor (A) into

the Cantilever positioning cone until fully engaged.

Note:

Suspension cones 15.0 for insulation up to 11cm are supplied with Sealing sleeves (D) . Every time the Universal climbing cones are used again, fit them with new sealing sleeves first!


0.5 cm distance between depth mark (G) and cone.

9725-412-01

0.5

F


0.5 cm distance between depth mark (G) and cone.

9725-413-01

0.5

H



Before pouring

➤ Check all positioning points and suspension points once again.

Suspension point

➤ Unscrew the Positioning disc Rd28 with a Revers-ible ratchet 1/2".When carefully fitted, and removed without using force, the Positioning disc Rd28 can be used several times over.

➤ Screw in the Cone screw Rd28 (F) until fully engaged, and tighten using the Reversible ratchet.

d ... min. 16.0 cm

Dimension "a" (wall thickness)

Suspension point fixed in a hole sub-

sequently drilled in the concrete

In concrete walls

Using Rock anchor spreader unit 15.0 + Suspension cone 15.0 with collar

a ... Depth of drilled hole min. 200 mmh ... 6.5 cm

Extra components needed for preparing the sus-pension point:● Tensioning instrument B, consisting of

- 1 hollow-piston cylinder- 1 hydraulic hand pump- 1 pressure support- 1 carrying case

● Rock anchor installation tube● Spanner for tie-rod 15.0/20.0● Super-plate 15.0● Rock drill-bits diam. 37 or 38 mm

➤ Warning against not screwing in the sus-pension cones sufficiently far: The result-ing reduction in the load-bearing capacity may cause the suspension point to fail, leading to injury and damage.

➤ Never mix components that have differ-ent depths of concrete cover - this causes the screw-in depths to be insufficiently deep.

➤ Always screw in components until they fully engage.

Pigtail anchor 15.0 92.5 cmStop-anchor 15.0 16cm 44.6 cm


9725-414-01F

a

d

A Rock-anchor spreader unit 15.0 (expendable anchoring com-ponent)

B Tie-rod 15.0

C Suspension cone 15.0 with collar

Before using, be sure to read and follow the directions in the installation instructions for the "Rock anchor spreader unit 15.0" and "Suspension cone with collar 15.0"!

a

9725-393-01

h

A CB



Suspension points subsequently

fixed onto the concrete floor-slab

Without insulation, or with insulation up to

10 cm thick

With Suspension plate AK

a ... 60.0 cmb ... min. 16.0 cm

With insulation and/or facing brickwork

between 10 and 30 cm thick

With Suspension profile AK

a ... 113.0 cmb ... min. 16.0 cmc ... max. 30.0 cm

A Suspension plate AK

B Insulation, max. 10 cm thick

C Doka Express anchor 16x125mm

Minimum load-bearing capacity for dowel-type connections (these forces occur simultaneously):Tensile force: ≥ 5.0 kNShear force: ≥ 9.2 kNe.g.: Doka Express anchor 16x125mmNecessary precondition: C20/25 grade concrete(compressive strength ≥25 N/mm2)

Follow the directions in the "Doka Express anchor 16x125mm" Installation Instructions!

Installation hint for masonry:Leave out a brick where the suspension plate is to be mounted. The suspension plate can then be dismounted from inside the structure.

➤ Before undoing the Express anchor or dowel, make sure that the platforms have been removed from the suspension points!

9725-387-01

AC

ab

B

9725-202-01

A Suspension profile AK

B Insulation

C Facing brickwork

D Doka Express anchor 16x125mm





9725-416-01

AD

C

a

c

b

B

9725-419-01



Loop-type suspension points

Suspension point in concrete floor-

slab – without insulation (standard

suspension point)The Suspension loop ES from Doka conforms to the DIN, EN and ÖNORM rules. For other makes of loop, a statical check must be performed.The anchoring variants given in DIN 4420-3 may also be used, as an equivalent.

a ... min. 50 cmb ... min. 13.0 cmc ... 17.5 cmd ... 9.0 to 10.0 cme ... 8.0 cmf ... 4.0 cm

Suspension points subsequently

fixed onto the concrete floor-slab

Without insulation, or with insulation up to

10 cm thick

With Suspension plate ES

a ... 60.0 cmb ... min. 16.0 cmc ... 7.7 cm

A Suspension loop ES

☞ Do not deform (bend, buckle etc.) Suspen-sion loops!


9725-417-01

A

a

d

c

e

ff

b

A Suspension plate ES

B Insulation, max. 10 cm thick

C Doka Express anchor 16x125mm





9725-389-01

AC

a

b

c

B

9725-420-01



With insulation and/or facing brickwork

between 10 and 30 cm thick

With Suspension profile ES

a ... 113.0 cmb ... min. 16.0 cmc ... max. 30.0 cmd ... 7.7 cm

A Suspension profile ES

B Insulation

C Facing brickwork

D Express anchor 16x125mm





9725-415-01

AD

C

a

c

b

d

B

9725-421-01



Examples of the system in action



Protection platforms: General remarks

* For closures of longer than 1.00 m, only use the Closure plat-form 3.00m

Extending the range of use by

adjusting the height

Height adjustment with the Suspension beam

K2

With the Suspension beam K2, the folding platform can be height-adjusted vis-à-vis the suspension axis:● upwards by 0.50 m or 1.00 m● downwards by 0.50 m or 1.00 mThis height variability greatly extends the range of use of the Doka folding platforms in the field of fall barriers and sloping-rooftop fall barriers.

Platform raised

Where the floor-slab is at a lower level, as in e.g. loft conversions:● to meet the requirements for use as a sloping-

rooftop fall barrier● or to maintain an optimum workdeck level.

Upward height adjustment by 0.50 and 1.00 m

Allow for the min. lift-out distance of 30 cm!If necessary, a plank can be fixed here to cover the gap between the decking and the wall.

Load Class 2 (Live load per unit area

150 kg/m2)

Type of suspension point

All types of suspension point

possible

All types of sus-pension point pos-

sible except for Suspension plate

AK/ESClosures 1.00 m 2.50 m*Height adjustment with Suspension beam K2Down -1.00 m -1.00 mUp +1.00 m +0.50 m

CornersCorner configurations possible with Closure platform 3.00m or platform

planking unit

A Suspension beam K2

B Bow head ES

9725-225-01

A

B

Load Class 2 3 4Live load 150 kg/m2 200 kg/m2 300 kg/m2

Closures+ 0.50 m upwards Up to 2.50 m Up to 1.50 m 0 m+ 1.00 m upwards Up to 1.00 m 0 m 0 m


B Bow head ES

C Plank

D Star screw

9725-281-01

+0.50 m

+1.00 m

A

B

9725

-280

-01

D

C



Platform lowered

Lowering the folding platform is a good way of achieving a convenient workdeck level for cladding work or guttering work. The 0.50 m steps make for optimum height adjust-ment.

Downward height adjustment by 0.50 and 1.00 m

Short lift-out distance (only 15 cm), due to the low height of the shackle.

Mounting instructions

Assembly procedure for lowering the platform

➤ Temporarily dismount the Fixing plate (F) and put it to one side.

➤ Mount the Suspension shoe K2 (E) in the desired position.

➤ Stand the Suspension beam K2 on end and secure it so that it cannot topple over.

➤ Lift the folding platform by crane into the claws of the Suspension shoe K2.

➤ Use the safety pin (G) to secure the folding plat-form against accidental lift-out.

➤ Re-mount the Fixing plate (F) in such a way that the long section of plate reaches into the bracket support.

All other assembly operations – e.g. raising the plat-form – should be carried out analogously!

Load Class 2 3 4Live load 150 kg/m2 200 kg/m2 300 kg/m2

Closures Up to 2.50 m Up to 1.50 m Up to 1.00 m


➤ Fasten the locking pin (E) to secure the Suspension beam K2 (A) against acciden-tal lift-out!

Fixing points for a level of:-0.50 m -1.00 m +0.50 m +1.00 m


B Bow head ES or Suspension shoe A (screws included)

E Suspension shoe K2 (included in Item A )

F Fixing plate (included in Item A)

9725-382-01

-0.50 m -1.00 m

A

9725-422-01

A

E

9725

-404

-03

E

F

A

9725

-404

-04

E

F

A

9725

-404

-01

B

E

F

A

9725

-404

-02

B

E

F

A

9725-359-01

9725

-360

-01

EF

E

9725

-362

-01

G

9725-364-01

9725

-365

-01F

F



Protection platforms: Fall barriers

Normal position (not height-

adjusted)

a ... 185 cmb ... 213 cmf ... 95 cm

Height adjustment with Suspension

beam K2

a ... 210 cmb ... 237 cmd ... Storey height max. 400 cme ... max. 100 cm

Other possible uses

With Suspension shoe A (versions from January 1994), cone-type suspension is also possible.

Close-up showing Suspension shoe A:

☞ Important note:

In the UK, guard-rails (B) are required along the edge of the floor slab. Any additional fall barrier must not be positioned any further than 2.00 m below this edge.

Drop h Dimension cAs per DIN max. 3.0 m min. 1.30 mAs per ÖNORM B 4007 and "BauV" Construction Worker Protection Ordinance

max. 4.0 m min. 1.50 m

9725-350-01

c

b

a

h

f

B

Drop h Dimension cAs per DIN max. 3.0 m min. 1.30 mAs per ÖNORM B 4007 and "BauV" Construction Worker Protection Ordinance

max. 4.0 m min. 1.50 m


9725-349-01

c

b

a

h

e

d

B

A

9725-282-01



Protection platforms: Sloping-rooftop fall barriers

Without height adjustment as per

DIN 4420-1

a ... Eaves depthh ... max. 1.50 m

Areas of use

Dimensioning example

for determining the max. dimension "h" (from deck-ing to edge of eaves).Given: Eaves depth "a" = 0.80 m

Results (possibilities):● Folding platform (standard), as shown in area

(W) h = max. 0.70 m or

● Folding platform with Handrail lengthening piece K, as shown in area (X) h = max. 1.40 m

With height adjustment as per DIN

4420-1

a ... Eaves depthh ... max. 1.50 m

Areas of use

Dimensioning example

for determining the max. dimension "h" (from deck-ing to edge of eaves).Given: Eaves depth "a" = 0.80 m

Results (possibilities):● Folding platform with Suspension beam K2, as

shown in area (Y) h = max. 0.90 m or

● Folding platform with Suspension beam K2 and Handrail lengthening piece K, as shown in area (Z) h = max. 1.50 m

A Handrail lengthening piece K

☞ ● When the Handrail lengthening piece K is used, the max. closure length is 1.00 m

● Allow for the min. lift-out distance of 30 cm!

Dimension "a" [m]

h [

m]

(fro

m d

ecki

ng

to

ed

ge

of

eave

s)

W Folding platform – standard

X with Handrail lengthening piece K

9725-370-01

a

h

A

9725-101

0.8

1.0

1.2

1.4

0.6

0.9

1.1

0.7

0.5

1.3

1.5

0.40.10 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3

W

X


B Suspension beam K2



Dimension "a" [m]

h [

m]

(fro

m d

ecki

ng

to

ed

ge

of

eave

s)

Y Folding platform with Suspension beam K2

Z with Suspension beam K2 and Handrail lengthening piece K

9725-371-01

a

h

A

B

9725-102

0.8

1.0

1.2

1.4

0.6

0.9

1.1

0.7

0.5

1.3

1.5

0.40.10 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3

Y

Z



Sloping-rooftop fall barrier as

defined by Önorm B 4007

a ... min. 60 cm




9725-423-01

a

A



Handrail lengthening piece KThe Handrail lengthening piece K considerably extends the range of use of the Folding platform K as a fall barrier for work on sloping roofs (see dia-grams in the section headed "Protection platforms: Sloping-rooftop fall barriers").

On Closure platform 3.00m


➤ Put up the railings of the Closure platform 3.00m:These automatically slot in when they reach the stop.

➤ Attach the lifting chain.➤ Set down the Closure platform 3.00m (E) on the

two corner folding platforms with equal overlap to either side. (No additional fixing required).

➤ Push the Handrail lengthening piece K (A) all the way into the handrail post of the folding platform

➤ Insert the scaffolding tubes (B) into the quick-act-ing couplings on the Handrail lengthening pieces. Wedge in place firmly.

➤ Link the scaffolding tubes at the corners with Swivel couplers 48mm (C) .

➤ Fix the safety nets (D) in place.

On in-situ bridging using planks


➤ Cover the corner zone with planks (F) . (Min. over-lap 20 cm).

➤ Attach guard-rail boards at foot and chest height, and for fixing the net to.

➤ Push the Handrail lengthening piece K (A) all the way into the handrail post of the folding platform

➤ Insert the scaffolding tubes (B) into the quick-act-ing couplings on the Handrail lengthening pieces. Wedge in place firmly.

➤ Link the scaffolding tubes at the corners with Swivel couplers 48mm (C) .

➤ Fix the safety nets (D) in place.

☞ Important note:

When the Handrail lengthening piece K is used, the max. closure length is 1.00 m


B Scaffolding tube 48.3mm

C Swivel coupler 48mm

D Safety net

E Closure platform 3.00m

9725-229-01

ACB

D

E


B Scaffolding tube 48.3mm

C Swivel coupler 48mm

D Safety net

F Planks

9725-230-01

ACB

D

F



Protection platforms: Protective canopies

b .. Sidewall height

Cover the gaps between the decking and the wall, and between the platforms.

Board thicknesses:● 20x3.5 cm for support centres of up to 1.50 m● 24x4.5 cm for support centres of up to 2.50 m

Sidewall height b [cm]

As per DIN 4420-160.0

(extra guard-rail board (A) required)

As per ÖNORM B4007

50.0(corresponds to the standard height –

therefore no extra guard-rail board (A) required)

9725-358-01

b

A



Sideguards on exposed platform-endsSuitable sideguards must be provided on exposed ends of platforms.

with Side handrail clamping unit T

The sideguard consists of:● 1 side handrail clamping unit T● 1 railing plank min. 15/3 cm (in situ)

How to mount:

➤ Fasten the clamping part to the decking of the folding platform using the wedge (clamping range 4 to 6 cm).

➤ Slot in the railing.➤ Extend the telescopic railing to the desired length

and secure it.➤ Insert footguard (railing plank).

with Handrail clamp S

The sideguard consists of:● 2 Handrail clamps S● 3 guardrail boards, min. 15 x 3 cm (in-situ)

How to mount:

➤ Fasten the handrail clamps to the decking of the folding platform using the wedge (clamping range 2 to 43 cm).

➤ Secure the guardrail boards to the loops on the Handrail clamp S with one 28 x 65 nail per loop.

A Integrated telescopic handrail

B Guard-rail board min. 15x3 cm (in-situ)

C Folding platform

9725-204-01

A

B

C

A Guard-rail board min. 15x3 cm (in-situ)

B Handrail clamp S

C Folding platform

Follow the directions in the “Handrail clamp S” Instructions for Assembly and Use!

9725-203-01

A

B

C



Safety on the structure

with Handrail clamp SThe Handrail clamp S makes it possible to erect fall-arrest barriers. As well as to concrete floor-slabs, the Handrail clamp S can also be clamped onto platforms, floor-slab formwork and wall formwork. The clamping range is from 2 cm to 43.5 cm.

a ... 1.0 m

with Guard rail 1.10mThe Guard rail 1.10m is used for erecting safety rail-ings along the edges of floor-slabs. Depending on the structural condition and the in-situ situation, the Guard rail 1.10m can be attached in various differ-ent ways, without modification.

with the Handrail clamp TThe Handrail clamp T makes it possible to erect fall-arrest barriers. Depending on the structural condi-tion and the local situation, the Handrail clamp T can be attached in various different ways, without modification.

A Handrail clamp S

B Guard-rail board

Follow the directions in the “Handrail clamp S” Instructions for Assembly and Use!

a ... 1.0 m

A Guard rail 1.10m

B Guard-rail board

Follow the directions in the "Doka guard rail 1.10m" Instructions for Assembly and Use!

9756

-206

-01

a

A

B

9771-200-01

a

A

B

9430-207-01

A

a ... 1.0 m

A Handrail clamp T

B Guard-rail board

C Anchorage (Bridge edge beam anchor 15.0 - Tie-rod 15.0 - Super-plate 15.0)

Follow the directions in the "Handrail clamp T" User Information!

9755-205-01a

A

B9755-205-02

A

B

C



Bridging openings in wallsFor bridging wall-openings in the horizontal, either of the following may be used:● Multi-purpose waling or Steel waling WS10

Top50● Squared timbersThese bridging beams are also suitable for use as supporting profiles in masonry construction.

Can also be mounted to the folding platform when this is folded closed. The bridging beam can remain on the closed folding platform.

Areas of use

* Load Class 3: 1.90m without formwork, without suspended platform. Load Class 2: 1.90 m with formwork, without suspended plat-form. Formwork shored from floor slab. (See the section headed: "Working platform with formwork", column 2)☞ Fix the bridging beam so that it cannot fall

off!

With Multi-purpose waling or Steel waling WS10 Top50

With squared timbers 12x14 cm

a ... 14 cmPossible ways of mounting to platform:

● Hexagon screw M20x90 with nut and spring washer or

● Connecting pin 25 cm with spring cotter 6mm

● Fix with binding wire

9725-221-01

9725-274-01 9725

-275

-01

a

Opening width bBridged using Working platform Protection platform

Multi-purpose wal-ing or Steel waling

WS10 Top502.20 m 4.00 m

Squared timbers 12x14 cm * 1.90 m

9725-276-01

b



Bridging storey-high openings

Lengthening piece with Support

girder and StrutThe lengthening piece is required in situations where the pressure point of the folding platform is not resting against part of the structure (as in e.g. skeleton-type construction, wall openings etc.).

For loadability data, see:● Working platform with formwork● Working platform without formwork

The lengthening piece consists of:

The lengthening piece is supplied knocked-down, incl. all neces-sary fixing items.

Practical example

a ... Possible storey heights 2.12 to 3.34 mb ... 333.0 cmc ... 6.4 cmd ... 107.0 cme ... Hole-grid 12x10.0 cm = 120.0 cm

N° of items

Item DesignationFolding

platform K 3.00m

Folding platform K

4.50mA Support girder 2 3B Bearing profile 2 3C Screw-on coupler 48mm 50 2 3D Horizontal strut 1.35m 1 2E Horizontal brace d2 175 1 2

F Scaffolding tube 48.3mm 2.00m 1 --

G Scaffolding tube 48.3mm 3.50m -- 1

h Strut 2 3

9725-211-01

E

D

F G

H

A

B

C

9725-268-01

a

b

cd

e




➤ Place the Support girder (A) on level ground. Fas-ten the Bearing profile (B) onto the Support girder in the desired position (will depend on the storey height), using a Pin d16x140 (U) , and secure with a linch pin.

➤ Mount the Screw-on couplers 48mm 50 (C) in the top hole on the Support girder.

➤ Place the 2nd Support girder on the floor beside the 1st (on 4.50 m wide platforms, a 3rd Support girder may also be needed). Centre-to-centre dis-tance: 1.50 m. (Mount the Bearing profile and the Screw-on coupler 48mm 50 as described above).

➤ Fasten the Horizontal strut 1.35m (D) to the Bear-ing profile with M16x45 hexagonal bolts.

➤ Mount the Horizontal brace d2 175 (E) to provide diagonal bracing, bolting it on with M16x45 hex-agonal bolts.

➤ Mount a Scaffolding tube 48.3mm (F) into the Screw-on couplers 48mm 50, to provide horizon-tal bracing.

➤ Using a d16/163 pin, insert the Support girder (A) into the borehole (V) on the folding platform, and secure with a linch pin.

➤ Using a d16/163 pin, insert the Strut (H) into the borehole (W) on the folding platform, and secure with a linch pin.

➤ Gradually raise the folding platform:The Support girder and Strut automatically pivot downwards.

➤ Pivot the Strut (H) forward into the Support girder, fix it in place in the borehole (X) with a d16x163 pin and secure with a linch pin.

The Folding platform K plus Lengthening piece is now ready for use.

Dismantling

To dismantle, perform the above steps in reverse order.

9725-236-01

A

B

UC

9725-237-01

x

E

DF

9725-239-01

W

A

H

V

9725

-240

-01

A

X



Lengthening piece with Multi-pur-

pose waling and Strut

For loadability data, see:● Working platform with formwork● Working platform without formwork

The lengthening piece consists of:

The lengthening piece is supplied knocked-down, incl. all neces-sary fixing items (except for *).* site-provided

Practical example

a ... Possible storey heights 2.12 to 4.57 mb ... min. 211.0 cm c ... 6.4 cmd ... 107.0 cme ... max. permitted pressure-point range 245.0 cmf ... 14.0 cmN° of items


platform K 3.00m

Folding platform K

4.50m

A Multipurpose or standard steel waling WS10 Top50 3.50m 2 3

B Swivel coupler 48mm 2 4C Screw-on coupler 48mm 50 4 6D Scaffolding tube 48.3mm 2.00m 2 --E Scaffolding tube 48.3mm 2.50m 1 2F Scaffolding tube 48.3mm 3.50m -- 2H Strut 2 3I Squared timber 12x14cm 1.80m* 1 --J Squared timber 12x14cm 3.30m* -- 1K Square bolt M10x160 + nut* 2 3

L Pin, d16/163 (Art.n° 500403330) 2 3

M Linch pin 6x42 (DIN 11023) 2 3

9725-212-01

D F

I J

AK

LM

E

H

B

C

Caution!

➤ The specified pressure-point range e and min. dimension a of 211 cm MUST also be observed when other lengths of multi-purpose or steel walings are being used!

9725-269-01

a

b

cd

e

f



Second workdeck level

with Suspended platform 120 4.30mFor finishing-work on cured concrete surfaces or for installation work (e.g. dismounting unneeded sus-pension points).

Items needed:

The lengthening piece is supplied knocked-down, incl. all neces-sary fixing items (except for *).* site-provided

Practical example

a ... 434.0 cmb ... 15.0 cmc ... 115.0

For details of how to assemble, see the Instructions for Assembly and Use for "Doka Climbing formwork K".

N° of items


platform K 3.00m

Folding platform K

4.50mA Suspended platform 120 4.30m 2 3B Planks and guard-rail boards* -- --

9725-213-01B

A

B

9725

-270

-01

a

cb



Moving the platformThe Folding platforms K are normally lifted using suitable four-part lifting chains such as the Doka 4-part chain 3.20m.In special usage situations, the Platform transport fork K/M may be used.

Lifting with Platform transport fork K/M

Always use the Platform transport fork K/M for lift-ing the platforms:● when it is not possible to walk onto the platform

to attach the four-part lifting chain;● when the platform is being used as a sloping-

rooftop fall barrier and cannot be lifted out by four-part lifting chain because of the projecting eaves.

Follow the directions in the "Platform trans-port fork K/M" Operating Instructions!

☞ Check before using with the Folding plat-form K:Telescopic beam must be completely extended, and fixed in place.

Close-up of extended telescopic beam

Dimension hWith loop-type suspension points min. 30 cmWith cone-type suspension points min. 13 cm

9725-294-01

h

Where cone-type suspension points are used, observe the following:➤ Unlock the anti-liftout guard.

Before the Folding platform K can be lifted off its suspension points, the red lift-ing bow (H) must be shifted into the "parking position" (fixed in the short slot).

➤ Re-lock the anti-liftout guard.After hanging the platform into place on the suspension cone, move the lifting bow back into the locked position (fixed in the long slot so that the lifting bow is flush with the platform decking).

9725-295-01

H



Climbing with the Folding platform K

Climbing formwork K

Simply adding a few standard components and the Connection shoe K to the Folding platform K trans-forms it into a fully-fledged, tiltable climbing form-work - the Climbing formwork K.● It is used in situations where formwork has to be

lifted in several casting steps and where retracta-ble formwork is not required.

● The formwork-plus-platform unit is shifted in its entirety in one single crane cycle.

● The formwork is set up and struck with no need for a crane, meaning that the only crane times needed are those for the lifting operations.

For loadability data, see: "Working platform with formwork".

More information will be found in the User Information booklet "Doka climbing form-work system K".There is a special "Instructions for Assembly and Use" booklet for the Climbing formwork K to help users set up and use the formwork correctly.

9715-243-01



Folding platform K as a base on which to stand façade scaffoldingThis method is particularly recommended in situa-tions where it is not possible to erect façade scaf-folding from the ground up, e.g. because of an open building pit or because traffic and pedestrian access routes have to be left clear.The high load-bearing capacity of the Folding plat-form K – coupled with the statically computed scaf-fold heights given below – greatly extend the fold-ing platforms' possible range of use.The following tables show the number of "storeys" (i.e. scaffold levels on top of one another) that are possible for different thicknesses of sleeper, for:

1. Work being carried out on one scaffold level only:

2. Work being carried out on every scaffold level:

Practical example

a ... max. 30 cm

Number of scaffold levels on top of one another when using

sleepers: steel girders:

Pla

tfo

rm w

idth

[cm

]

Cen

tres

[cm

]

Load

Cla

ssE

N 1

2811

12/10[cm]

16/10[cm]

14/12[cm]

16/14[cm] WS10

70 3.0 3 4 8 11 19 1970 2.5 3 6 9 13 22 22

100 3.0 3 1 4 6 13 13100 2.5 3 2 5 9 15 15100 3.0 5 --- --- 1 2 2100 2.5 5 --- --- 1 4 4

Number of scaffold levels on top of one another when using

sleepers: steel girders:

Pla

tfo

rm w

idth

[cm

]

Cen

tres

[cm

]

Load

Cla

ssE

N 1

2811

12/10[cm]

16/10[cm]

14/12[cm]

16/14[cm] WS10

70 3.0 3 2 2 3 5 570 2.5 3 2 3 4 6 6

100 3.0 3 1 2 2 3 3100 2.5 3 1 2 3 4 4100 3.0 5 --- --- 1 1 1100 2.5 5 --- --- 1 1 1

Read and observe the Instructions for Assembly and Use provided by the façade scaffolding manufacturer!

A Sleeper or Steel waling WS10

B Façade scaffolding

Tr64

1-20

0-01

a

A

A

B



Formwork planning with Tipos

Tipos-Doka helps you to form even

more efficientlyTipos has been developed to assist you in planning the use of your Doka formwork. For wall formwork, floor formwork and platforms, it puts the same tools into your hands that we at Doka use our-selves for formwork planning.

Easy to use, fast and accurate resultsThe easy-to-use interface makes for very fast work-ing. From when you input your layout (with the "Schal-Igel"® on-screen assistant), all the way through to when you manually put the finishing touches to the formwork solution the program gives you. All this saves time - yours.The program contains a large number of templates from formwork practice, so you can be sure of always getting the optimum technical and econom-ical solution to your formwork task. This makes for greater operational reliability, and cuts costs.You can get to work right away with the piece-lists, plans, views, sections and perspective drawings that the program gives you. Operational reliability is also enhanced by the high level of detail of the plans.

Among other things, Tipos-Doka plans the follow-ing with Folding platforms:● Distribution of the folding platforms in accord-

ance with the Load Classes● Closures● Corner solutions● Safety railings● Height-adjusted applications (raised/lowered)

Drawings of formwork and platforms really can be this detailed! Both for the layout and for spatial representations, Tipos-Doka sets an impressive new standard of visual presentation.

Always the right quantities of form-

work and accessories

You can import the automatically generated piece-lists into many other programs for further processing.

Formwork components and accessories that have to be organised at short notice, or replaced by improvisation, are the ones that cost the most. This is why Tipos-Doka offers complete piece-lists that leave no room for improvisation. Planning with Tipos-Doka eliminates costs before they have a chance to even arise. And your depot can make the best possible use of its stocks.



Doka service offerings

Doka Reconditioning Service

To ensure the very greatest safety on the next

assignment as well.

Inspecting, cleaning and maintaining your Doka working and protection platforms – the Doka Reconditioning Service will be pleased to take care of all of these tasks for you. Its highly qualified staff and special equipment will soon get your platforms and accessories back in top form, quickly and eco-nomically.The advantage for you: You ensure that your work-ing and protection platforms are always ready for operation, and also extend their service life.What's more: It is only with well-maintained plat-forms that you will achieve the safety required at your construction sites.In our modern plants, your working and protection platforms will be carefully cleaned using energy-saving and environmentally sound technology.The platform components are then inspected for damage and dimensional accuracy, and overhauled where necessary. Damaged platform decking is repaired or – if necessary – replaced.

Doka customer training

Formwork training pays

Forming operations account for the lion’s share of labour costs on concrete construction sites. Modern formwork equipment helps to rationalise opera-tions. By improving the overall construction sequence at the same time, however, further very worthwhile gains in efficiency can be achieved.This requires not only better equipment, but also greater skill in making optimum use of this equip-ment. Doka can help here, with its specialist train-ing programme - to help each and every member of the team do his bit towards boosting efficiency and lowering costs.Doka customer training events also look at the formwork equipment and handling methods that are needed in order to achieve optimum safety - knowledge and awareness which can only enhance workplace safety on the site.You’ll find the Doka training programme well worth looking into.

Your nearest Doka branch will be pleased to tell you more about Doka's various training offerings.

Article n°[kg] Article n°[kg]

51999800602 - 07/2007



Component overview

Doka Working and Protection PlatformsFolding platform K

Doka folding platform K 3.00m 291.5 580442000Doka folding platform K 4.50m 444.5 580443000Doka-Faltbühne K

Folding bracket K 52.4 580441000Faltkonsole K

Bow head K-ES 3.9 580444000Bügelkopf K-ES

Doka corner folding platform A 461.5 580473000Doka-Faltbühne A Eckausführung

Closure platform 3.00m 153.5 580485000Ausgleichsbühne 3,00m

Suspended platform 120 3.30m 44.0 580411000Suspended platform 120 4.30m 52.6 580412000Hängebühne 120

Support girder 28.5 580414000Stützträger

Bearing profile 4.9 580417000Druckprofil

Strut 32.9 580416000Stützstab

Horizontal brace d2 175 2.7 582733000Horizontalstrebe d2 175

Horizontal strut 1.35m 2.1 580422000Horizontale 1,35m

Timber parts varnished yellowSteel parts galvanisedDelivery condition: folded closed

GalvanisedLength: 224 cmHeight: 245 cmDelivery condition: folded closedSuspension head for use on suspen-sion cone.

GalvanisedHeight: 35 cm

Timber parts varnished yellowSteel parts galvanisedDelivery condition: folded closedSuspended using adapter A for sus-pension cone.

Timber parts varnished yellowSteel parts galvanisedDelivery condition: folded closed

GalvanisedDelivery condition: folded closed


GalvanisedLength: 34 cmWidth: 19 cm

GalvanisedLength: 370 cm

Galvanised

Galvanised


52 999800602 - 07/2007

Component overview User information Doka folding platform K


Scaffold tube 48.3mm 1.00m 4.0 682014000Scaffold tube 48.3mm 1.50m 6.0 682015000Scaffold tube 48.3mm 2.00m 8.0 682016000Scaffold tube 48.3mm 2.50m 10.0 682017000Scaffold tube 48.3mm 3.00m 12.0 682018000Scaffold tube 48.3mm 3.50m 14.0 682019000Scaffold tube 48.3mm 4.00m 16.0 682021000Scaffold tube 48.3mm 4.50m 18.0 682022000Scaffold tube 48.3mm 5.00m 20.0 682023000Scaffold tube 48.3mm 5.50m 22.0 682024000Scaffold tube 48.3mm 6.00m 24.0 682025000Scaffold tube 48.3mm .....m 4.0 682001000Gerüstrohr 48,3mm

Screw-on coupler 48mm 50 0.84 682002000Anschraubkupplung 48mm 50

Swivel coupler 48mm 1.5 582560000Drehkupplung 48mm

Multi-purpose waling WS10 Top50 3.50m 68.4 580012000Mehrzweckriegel WS10 Top50 3,50m

Steel waling WS10 Top50 3.50m 71.5 580050000Stahlwandriegel WS10 Top50 3,50m

Handrail lengthening piece K 4.9 580447000Geländerverlängerung K

Handrail clamp S 11.5 580470000Schutzgeländerzwinge S

Handrail post 1.10m 5.6 584384000Schutzgeländer 1,10m

Attachable sleeve 24mm 0.03 584385000Steckhülse 24mm

Screw sleeve 20.0 0.03 584386000Schraubhülse 20,0

Handrail clamp T 12.3 584381000Schutzgeländerzwinge T

Side handrail clamping unit T 29.1 580488000Seitenschutzgeländer T

Universal railing shackle 3.0 580478000Universal-Geländerbügel

Doka 4-part chain 3.20m 15.0 588620000Doka-Vierstrangkette 3,20m

Galvanised

GalvanisedWidth-across: 22 mm

GalvanisedWidth-across: 22 mm

Painted blueSpace between flange profiles: 5.3 cmMoment of inertia: 412.0 cm4

Section modulus: 82.4 cm3

Painted blueSpace between flange profiles: 5.3 cmMoment of inertia: 412.0 cm4

Section modulus: 82.4 cm3


GalvanisedHeight: 123 - 171 cm


GreyLength: 16.5 cmDiameter: 2.7 cm

YellowLength: 20 cmDiameter: 3.1 cm

GalvanisedHeight: 122 - 155 cm

GalvanisedLength: 115 - 175 cmHeight: 112 cm


Max. load: With angle of inclination β 30°: 2400 kg (with 2 cables) or 3600 kg (with 4 cables)Follow the directions in the "Operat-ing Instructions"!


53999800602 - 07/2007

User information Doka folding platform K Component overview


Platform transport fork K/M 194.0 580492000Bühnen-Umsetzgabel K/M

Star screw 0.75 580425000Sternschraube

Suspension beam K2 44.1 580463000Einhängeträger K2

Bow head ES 6.2 580459000Bügelkopf ES

Suspension plate AK 8.3 580494000Aufhängeblech AK

Suspension loop ES 1.0 580458000Einhängeschlaufe ES

Suspension shoe A 10.0 580407000Aufhängeschuh A

Suspension profile AK 14.8 580595000Aufhängeprofil AK

Suspension profile ES 15.3 580596000Aufhängeprofil ES

Suspension plate ES 9.2 580493000Aufhängeblech ES

Universal tool box 15.0 9.1 580392000Universal-Werkzeugbox 15,0included in scope of supply:(A) Reversible ratchet 1/2" 0.73 580580000


(B) Fork wrench 13/17 0.08 580577000(C) Fork wrench 22/24 0.22 580587000(D) Fork wrench 30/32 0.80 580897000(E) Fork wrench 36/41 1.0 580586000(F) Ring spanner 17/19 0.27 580590000(G) Square nut 22 0.31 580589000(H) Box spanner 41 0.99 580585000(I) Extension 11cm 0.20 580581000(J) Extension 22cm 0.31 580582000(K) Universal joint coupling 0.16 580583000(L) Nut for box spanner 19 0.16 580598000(M) Box nut 13 0.06 580576000(N) Box nut 24 0.12 580584000(O) Box nut 30 1/2" 0.20 580575000(P) Positioning cone spanner 15.0 DK 0.30 580579000

GalvanisedLength: 8 cmWidth-across: 30 mm

Access system XS

Connector XS Wall formwork 20.8 588662000Anschluss XS Wandschalung

Connector XS DM/SL-1 11.7 588672000Anschluss XS DM/SL-1

Painted blueLength: 205 - 262 cmWidth: 210 cmDelivery condition: folded closedMax. load: 600 kgFollow the directions in the "Operat-ing Instructions"!



GalvanisedLength: 21 cmWidth: 11 cmHeight: 29 cm


Non-treatedLength: 72 cmFollow the directions in the "Instruc-tions for assembly and use"!

GalvanisedLength: 22 cmWidth: 13 cmHeight: 34 cm




GalvanisedWidth: 89 cmHeight: 63 cm



54 999800602 - 07/2007

Component overview User information Doka folding platform K


System ladder XS 4.40m 33.2 588640000System-Leiter XS 4,40m

Ladder extension XS 2.30m 19.1 588641000Leiternverlängerung XS 2,30m

Securing barrier XS 4.9 588669000Sicherungsschranke XS

Ladder cage XS 1.00m 16.5 588643000Rückenschutz XS 1,00m

Ladder cage exit XS 17.0 588666000Rückenschutz-Ausstieg XS

Form tie system 15.0

Suspension cone 15.0 5cm 0.88 581971000Aufhängekonus 15,0 5cm

Cantilever positioning cone 15.0 5cm 0.45 581699000Sperrenvorlauf 15,0 5cm

Fair-faced concrete positioning cone 15.0 5cm 0.46 581973000Sichtbetonvorlauf 15,0 5cm

Sealing sleeve 15.0 5cm 0.007 581990000Dichtungshülse 15,0 5cm

Sealing sleeve S 15.0 5cm 0.009 581697000Dichtungshülse S 15,0 5cm

Fixing plate 15.0 0.15 581692000Nagelblech 15,0

Suspension cone 15.0 f. insulation up to 11cm 3.6 580495000Aufhängekonus 15,0 für Isolierung bis 11cm

Sealing sleeve 15.0 f. insulation up to 11cm 0.05 580498000Dichtungshülse 15,0 für Isolierung bis 11cm

Positioning disk RD 28 0.25 580497000Vorlaufscheibe RD 28

Cone screw RD 28 0.65 580496000Konusschraube RD 28

Galvanised

Galvanised


Galvanised


GalvanisedLength: 16 cmDiameter: 6 cmPacked in units of 30

Length: 11 cmDiameter: 5 cmPacked in units of 60 Tool: Positioning cone spanner 15.0 DK

GalvanisedLength: 11 cmDiameter: 4.3 cmPacked in units of 60 Tool: Positioning cone spanner 15.0 DK

BlackLength: 10 cmDiameter: 3 cmPacked in units of 200

BlackLength: 11 cmDiameter: 4.7 cmPacked in units of 200

GalvanisedDiameter: 10 cmPacked in units of 200

GalvanisedLength: 30 cmDiameter: 5 cm

WhiteLength: 30 cmDiameter: 6 cmPacked in units of 200

GalvanisedDiameter: 9 cmPacked in units of 70



55999800602 - 07/2007

User information Doka folding platform K Component overview


Tie rod 15.0mm galvanised 0.50m 0.72 581821000Tie rod 15.0mm galvanised 0.75m 1.1 581822000Tie rod 15.0mm galvanised 1.00m 1.4 581823000Tie rod 15.0mm galvanised 1.25m 1.8 581826000Tie rod 15.0mm galvanised 1.50m 2.2 581827000Tie rod 15.0mm galvanised 1.75m 2.5 581828000Tie rod 15.0mm galvanised 2.00m 2.9 581829000Tie rod 15.0mm galvanised .....m 1.4 581824000Tie rod 15.0mm non-treated 0.50m 0.73 581870000Tie rod 15.0mm non-treated 0.75m 1.1 581871000Tie rod 15.0mm non-treated 1.00m 1.4 581874000Tie rod 15.0mm non-treated 1.25m 1.8 581886000Tie rod 15.0mm non-treated 1.50m 2.1 581876000Tie rod 15.0mm non-treated 1.75m 2.5 581887000Tie rod 15.0mm non-treated 2.00m 2.9 581875000Tie rod 15.0mm non-treated 2.50m 3.6 581877000Tie rod 15.0mm non-treated 3.00m 4.3 581878000Tie rod 15.0mm non-treated 3.50m 5.0 581888000Tie rod 15.0mm non-treated 4.00m 5.7 581879000Tie rod 15.0mm non-treated 5.00m 7.2 581880000Tie rod 15.0mm non-treated 6.00m 8.6 581881000Tie rod 15.0mm non-treated 7.50m 10.7 581882000Tie rod 15.0mm non-treated .....m 1.4 581873000Ankerstab 15,0mm

Super plate 15.0 0.91 581966000Superplatte 15,0

Stop anchor 15.0 16cm 1.0 581997000Sperranker 15,0 16cm

Pigtail anchor 15.0 0.92 581984000Wellenanker 15,0

Suspension cone 15.0 with collar 1.4 580428000Bund-Aufhängekonus 15,0

Rock anchor spreader unit 15.0 0.27 581120000Felsanker-Spreizeinheit 15,0

Rock anchor installation tube 0.85 581123000Felsanker-Einbaurohr

Tensioning instrument B 34.5 580570000Vorspanngerät B

Screw-in cone 30kN 15.0 0.74 581895000Einschraubkonus 30kN 15,0

Bridge edge beam anchor 30kN 15.0 0.45 581896000Packed in units of 35 Bridge edge beam anchor 30kN 15.0 galv. 0.44 581890000Packed in units of 35 Gesimsanker 30kN 15,0

Nailing cone 15.0 0.02 581897000Nagelkonus 15,0

Hole plug 29mm 0.003 581891000Gesimsankerstopfen 29mm

Zinc plug 15.0 0.20 581889000Zinkstöpsel 15,0

Tie rod wrench 15.0/20.0 1.9 580594000Ankerstabschlüssel 15,0/20,0

Positioning cone spanner 15.0 DK 0.30 580579000Vorlaufschlüssel 15,0 DK

Universal cone spanner 15.0/20.0 0.90 581448000Universal-Konusschlüssel 15,0/20,0

Perm. capacity with safety factor of 1.6: 120 kNPerm. capacity to DIN 18216: 90 kNBreaking load: 195 kNNever weld or heat tie-rods - risk of fracture!

GalvanisedHeight: 6 cmDiameter: 12 cmWidth-across: 27 mmPacked in units of 20 Perm. capacity with safety factor of 1.6: 120 kNPerm. capacity to DIN 18216: 90 kNBreaking load: > rod breaking load (> 195 kN)

Non-treatedNever weld or heat tie-rods - risk of fracture!Follow the fitting instructions!Arrange extra reinforcement steel as per statical requirement.

Non-treatedLength: 67 cmNever weld or heat tie-rods - risk of fracture!

GalvanisedLength: 16 cmDiameter: 6 cmPacked in units of 20 Follow fitting instructions!

Non-treatedLength: 9 cmDiameter: 4 cmPacked in units of 90 Follow fitting instructions!

GalvanisedLength: 50 cmDiameter: 3 cmFollow fitting instructions!

GalvanisedMax. attainable tensioning force: 214 kN

GalvanisedLength: 15 cmPacked in units of 30 Observe the loading forces given in the enclosed fitting instructions!

Length: 7 cmObserve the loading forces given in the enclosed fitting instructions!

BlackLength: 7 cmPacked in units of 100

GreyDiameter: 3 cmPacked in units of 100

GalvanisedLength: 9.9 cmDiameter: 2.9 cmTool: Spanner for 1/2" square head





Doka folding platform K –the compact ready-to-use platform

The Doka folding platform K arrives at your site completely pre-assembled. It is delivered folded-down to save space, and is ready for immediate use. Doka folding platforms K are used on very many construction sites for

a wide range of work and safety related tasks.

The Doka folding platform K is available for rental, leasing or purchase.At any of the Doka branches in your region.

Why not give us a call?

The Doka Group's central plant at Amstetten, Austria

999800602 UK Method statement Doka folding platform K · Method statement Doka folding platform K...

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