doka bean h20 p manual

7/21/2019 Doka Bean h20 p Manual

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The Formwork Experts

08/2011

en-GB999791002

User information

Method statement

Timber formwork beams


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Introduction User information Timber formwork beams


Introduction

by Doka Industrie GmbH, A-3300 Amstetten


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Introduction

Elementary safety warnings

User target groups

This User Information booklet (Method Statement) isaimed at everyone who will be working with the Dokaproduct or system it describes. It contains informa-tion on the standard design for setting up this sys-

tem, and on correct, compliant utilisation of the sys-tem.

All persons working with the product describedherein must be familiar with the contents of this man-ual and with all the safety instructions it contains.

Persons who are incapable of reading and under-standing this booklet, or who can do so only with dif-ficulty, must be instructed and trained by the cus-tomer.

The customer is to ensure that the information mate-rials provided by Doka (e.g. User Information book-lets, Instructions for Assembly and Use, OperatingInstruction manuals, plans etc.) are available to all

users, and that they have been made aware of themand have easy access to them at the usage location.

In the relevant technical documentation and form-work utilisation plans, Doka shows the workplacesafety precautions that are necessary in order to usethe Doka products safely in the usage situationsshown.In all cases, users are obliged to ensure compliancewith national OH&S (occupational health and safety)rules throughout the entire project and to take appro-priate additional or alternative workplace safety pre-cautions where necessary.

Hazard assessment The customer is responsible for drawing up, docu-

menting, implementing and continually updating ahazard assessment at every job-site.This document serves as the basis for the site-spe-cific hazard assessment, and for the instructionsgiven to users on how to prepare and utilise the sys-tem. It does not substitute for these, however.

Remarks on this document

This User Information booklet can also be used as a

generic method statement or incorporated with asite-specific method statement.

Many of the illustrations in this booklet show thesituation during formwork assembly and aretherefore not always complete from the safetypoint of view.

Any safety accessories not shown in these illustra-tions must still be used by the customer, in accord-ance with the applicable rules and regulations.

Further safety instructions, especially warnings,will be found in the individual sections of thisdocument!

Planning

Provide safe workplaces for those using the form-work (e.g. for when it is being erected/dismantled,modified or repositioned etc). It must be possible toget to and from these workplaces via safe access

routes! If you are considering any deviation from the

details and instructions given in this booklet, orany application which goes beyond thosedescribed in the booklet, then revised static cal-culations must be produced for checking, as wellas supplementary assembly instructions.

Rules applying during all phases ofthe assignment:

The customer must ensure that this product iserected and dismantled, reset and generally used forits intended purpose under the direction and super-vision of suitably skilled persons with the authority toissue instructions.These persons' mental and physical capacity mustnot in any way be impaired by alcohol, medicines ordrugs.

Doka products are technical working applianceswhich are intended for industrial/commercial useonly, always in accordance with the respective DokaUser Information booklets or other technical docu-mentation authored by Doka.

The stability of all components and units must beensured during all phases of the construction work!

The functional/technical instructions, safety warn-ings and loading data must all be strictly observedand complied with. Failure to do so can cause acci-dents and severe (even life-threatening) damage tohealth, as well as very great material damage.

Fire-sources are not permitted anywhere near theformwork. Heating appliances are only allowed ifproperly and expertly used, and set up a safe dis-tance away from the formwork.

The work must take account of the weather condi-tions (e.g. risk of slippage). In extreme weather,steps must be taken in good time to safeguard theequipment, and the immediate vicinity of the equip-ment, and to protect employees.

All connections must be checked regularly to ensurethat they still fit properly and are functioning cor-rectly.It is very important to check all screw-type connec-tions and wedge-clamped joins whenever the con-struction operations require (particularly after excep-tional events such as storms), and to tighten them ifnecessary.


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Assembly

The equipment/system must be inspected by thecustomer before use, to ensure that it is in suitablecondition. Steps must be taken to rule out the use ofany components that are damaged, deformed, orweakened due to wear, corrosion or rot.

Combining our formwork systems with those of othermanufacturers could be dangerous, risking damageto both health and property. If you intend to combinedifferent systems, please contact Doka for advicefirst.

The assembly work must be carried out by suitablyqualified employees of the client's.

It is not permitted to modify Doka products; any suchmodifications constitute a safety risk.

Erecting the formwork

Doka products and systems must be set up in sucha way that all loads acting upon them are safelytransferred!

Pouring

Do not exceed the permitted fresh-concrete pres-sures. Excessively high pouring rates lead to form-work overload, cause greater deflection and riskcausing breakage.

Striking the formwork

Do not strike the formwork until the concrete hasreached sufficient strength and the person in chargehas given the order for the formwork to be struck!

When striking the formwork, never use the crane tobreak concrete cohesion. Use suitable tools such astimber wedges, special pry-bars or system featuressuch as Framax stripping corners.

When striking the formwork, do not endanger thestability of any part of the structure, or of any scaf-folding, platforms or formwork that is still in place!

Transporting, stacking and storing

Observe all regulations applying to the handling offormwork and scaffolding. In addition, the Dokaslinging means must be used - this is a mandatoryrequirement.

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

All components must be stored safely, following allthe special Doka instructions given in the relevantsections of this User Information booklet!

Regulations; industrial safety

Always observe all industrial safety regulations andother safety rules applying to the application and uti-lisation of our products in the country and/or regionin which you are operating.

Instruction as required by EN 13374:

If a person or object falls against, or into, the edge

protection system and/or any of its accessories, theedge protection component affected may only con-tinue in use after it has been inspected and passedby an expert.

Maintenance

Only original Doka components may be used asspare parts. Repairs may only be carried out by themanufacturer or authorised facilities.

Symbols usedThe following symbols are used in this booklet:

MiscellaneousWe reserve the right to make alterations in the interestsof technical progress.

Important note

Failure to observe this may lead to malfunc-tion or damage.

CAUTION / WARNING / DANGER

Failure to observe this may lead to materialdamage, and to injury to health which mayrange up to the severe or even life-threaten-ing.

Instruction

This symbol indicates that actions need to betaken by the user.

Sight-check

Indicates that you need to do a sight-checkto make sure that necessary actions havebeen carried out.

TipPoints out useful practical tips.

Reference

Refers to other documents and materials.


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Doka services

Support in every phase of theprojectDoka offers a broad spectrum of services, all with a sin-gle aim: to help you succeed on the site.

Every project is unique. Nevertheless, there is onething that all construction projects have in common and that is a basic structure with five phases. We atDoka know our clients' varying requirements. With ourconsulting, planning and other services, we help youachieve effective implementation of your formworkassignment using our formwork products in every oneof these phases.

Project development phase Tendering phase Operations scheduling phase

Taking well-founded decisionsthanks to professional advice andconsulting

Optimising the preliminary workwith Doka as an experienced part-ner

Controlled, regular forming oper-ations, for greater efficiencyresulting from realistically calculatedformwork concepts

Find precisely the right formworksolutions, with the aid of

help with the bid invitation

in-depth analysis of the initial sit-uation

objective evaluation of the plan-ning, execution, and time-risks

Draw up potentially winning bids, by

basing them on realistically calcu-lated guideline prices

making the right formworkchoices

having an optimum time-calcula-tion basis

Plan cost-effectively right from theoutset, thanks to

detailed offers

determination of the commission-ing quantities

co-ordination of lead-times andhandover deadlines

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User information Timber formwork beams Introduction

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The advantages for you

thanks to professional advice andconsulting

Cost savings and time gainsWhen we advise and support youright from the word "go", we canmake sure that the right formworksystems are chosen and thenused as planned. This lets youachieve optimum utilisation of theformwork equipment, and effec-tive forming operations becauseyour workflows will be correct.

Maximised workplace safetyThe advice and support we cangive you in how to use the equip-ment correctly, and as planned,leads to greater safety on the job.

TransparencyBecause our services and costsare completely transparent, thereis no need for improvisation dur-ing the project and no unpleas-ant surprises at the end of it.

Reduced close-out costsOur professional advice on theselection, quality and correct useof the equipment helps you avoiddamage, and minimise wear-and-tear.

(Shell) construction phase (Shell) completion phase

Optimum resource utilisationwith assistance from the DokaFormwork Experts

Seeing things through to a posi-tive conclusionwith professional support

Workflow optimisation, thanks to

thorough utilisation planning

internationally experiencedproject technicians

appropriate transport logistics

on-site support

Doka Services are a byword fortransparency and efficiency here,offering

jointly handled return of rentedformwork

professional dismantling

efficient cleaning and recondition-ing using special equipment

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Eurocodes at Doka

In Europe, a uniform series of Standards known asEurocodes(EC) was developed for the constructionfield by the end of 2007. These are intended to providea uniform basis, valid throughout Europe, for productspecifications, tenders and mathematical verification.

The EC are the world's most highly developed Stand-ards in the construction field.

In the Doka Group, the EC are to be used as standardfrom the end of 2008. They will thus supersede the DINnorms as the "Doka standard" for product design.

The widely used "Permissible stress design" (compar-ing the actual stresses with the permissible stresses)has been superseded by a new safety concept in theEC.

The EC contrast the actions (loads) with the resistance(capacity). The previous safety factor in the permissiblestresses is now divided into several partial factors. Thesafety level remains the same!

Comparison of the safety concepts (example)

Ed Design value of effect of actions(E ... effect; d ... design)Internal forces from action Fd(VEd, NEd, MEd)

Rd Design value of the resistance(R ... resistance; d ... design)Design capacity of cross-section(VRd, NRd, MRd)

Fd Design value of an action Steel: Rd= Rk Timber: Rd= kmod

RkFd= FFk M M

(F ... force)

Fk Characteristic value of an action"actual load", service load(k ... characteristic)e.g. dead weight, live load, concrete pressure,wind

Rk Characteristic value of the resistancee.g. moment resistance to yield stress

F Partial factor for actions(in terms of load; F ... force)e.g. for dead weight, live load, concrete pres-sure, windValues from EN 12812

M Partial factor for a material property(in terms of material; M...material)e.g. for steel or timberValues from EN 12812

kmod Modification factor(only for timber to takeaccount of the moisture and the duration of loadaction)e.g. for Doka beam H20Values as given in EN 1995-1-1 and EN 13377

Ed R

d

Permissible stress design EC/DIN concept

FactualFpermissible EdRd

A Utilisation factor

60 [kN]

60


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Product description

Doka formwork beamsDoka formwork beams are solid-webbed beams madeof wood or wood-based material to EN 13377 and inaccordance with the approvals issued by the GermanInstitute for Construction Engineering, Berlin (Z-9.1-

***), exclusively for use in wall and floor formwork.Other features include:

Beam-flange markings in a 50 cm grid for theDokaflex and Dokaflex 30 tec systems

Option of adding "customer name" to wording (indi-cated by the suffix "BS" in the article designation.).

Wood for flanges is graded by automatic gradingmachines for maximised dependability

Meanings of the code letters used in the article des-ignation

Types of beam

Overall height tolerance 1.0 mm, assuming 12% timber moisturecontent.

Overall height tolerance 1.0 mm, assuming 12% timber moisture

content.

Code letter

P Web made of special f lat-pressed sheet

N Web made of three-ply

topInnovative polyurethane end reinforcement for highlyeffective protection of the formwork beam

ecoTried-and-tested end reinforcement in the form ofbevelled ends with plastic rivet in the beam flange

A Web (yellow)

B Flange (yellow)

C Beam-flange markings for the Dokaflex system

D System holes

E End reinforcement (blue plastic cap for Doka beam H20 top, rivet

for Doka beam H20 eco)

F Notch for chalking line

The innovative end reinforcement of the Dokabeam H20 top significantly reduces damage tothe beam ends.

A

B

E

C

D

F

H16 N H16 P H20 N H20 P

Approval Number

Z-9.1-222 Z-9.1-391 Z-9.1-21 Z-9.1-391

or EN 13377

Doka beams with no EN mark (i.e. those produced on or before 3rdNov. 2008) are covered by the above-mentioned DIB ( GermanInstitute of Building Technology) Approval.Doka beams with an EN mark (i.e. those produced from 4th Nov.2008 onward) are covered by EN 13377.

H24 N H30 H36

Approval Number

Z-9.1-317 Z-9.1-21 Z-9.1-21

16

.0

3.

56.5

16

.0

3.

56.5

20

.0

4.

08.0

20

.0

4.

08.0

24

.0

8.04

.0

30

.5

5.

4

9.7 9.7

36

.0

5.

4

9736

-252

-01


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Instructions for assembly and use

Doka beams and Doka formwork beams can be usedonly as formwork beams for floor and wall formworkand only when subjected to the loads occurring in situ-ations of direct support for floor or wall formwork instructural concreting, but not for higher individual loads(e.g. safety beams).

Practical example

In order to maximise durability, it is important to handlethe components with due care; this applies particularlywhen stripping out floor-slab formwork.

You will also find information on correct usage in the inuser information for the individual products, for exam-ple:

Large-area formwork Top 50

Dokaflex

Doka Xtra

Permissible values from EN 13377, Schedule E

These values allow for a F= 1.5, a kmodof 0.9 and a M= 1.3.

Based on a residual moisture content of 20 % or less.

The values must be adjusted accordingly if conditionsof use differ.

*According to approval issued by the Institute for Con-struction Engineering, Berlin

Deflection diagrams

Doka formwork beams H20 N and P

M ... Permitted bending momentQ ... Permitted transverse forcep ... Applied load (working load)

Doka formwork beams H16 N and P

M ... permissible bending momentQ ... permissible transverse forcep ... applied load (working load)

To prevent any staining of the concrete fromdirect contact with new formwork beams, we

recommend covering the formwork beams witha non-woven fabric.

H20N and P

H16 P H16 N H24 H30* H36*

perm. Q[kN] 11.0 8.5 7.5 12.5 15.0 17.0

perm. M[kNm] 5.0 2.7 2.7 6.5 13.5 17.0

E J[kNm2] 450 250 250 700 1250 1850

perm. span[m] 4.00 3.20 3.20 4.80 6.00 6.00

9768-200-01

Deflection[mm]

Span L [m]

Deflectio

n[mm]

Span L [m]

9732-105

0 1.0 2.0 3.0 4.0 5.0

16

14

12

10

8

6

4

2

0

L/500Q M

0.5 kN/m

1

1.5

2

2.5

3

3.5

4

4.5

5

10

1520

3040

7.5

L

p [kN/m]

9732-110

0 0.5 1.0 1.5 2.0 2.5

16

14

12

10

8

6

4

2

03.0 3.5

L/500Q

M

0.5 kN/m

1

1.5

22.5

3

3.54

4.55

10

1520

3040

7.5

L

p [kN/m]


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Doka formwork beams H24





M ... permissible bending momentQ ... permissible transverse force

p ... applied load (working load)

Possible incorrect usages

Deflection[mm]

Span L [m]

Deflection[mm]

Span L [m]

Deflection[mm]

Span L [m]

9732-111

0 1.0 2.0 3.0 4.0 5.0

16

14

12

10

8

6

4

2

06.0

L/500

Q

M

0.5 kN/m

1

1.52

2.53

3.5

4

4.5

5

7.5

10

1520

3040

L

p [kN/m]

9732-112

0 1.0 2.0 3.0 4.0 5.0

16

14

12

10

8

6

4

2

06.0 7.0

L/500

Q

M

0.5 kN/m

1

1.52

2.53

3.54

4.55

.

10

15

203040

L

p [kN/m]

0 1.0 2.0 3.0 4.0 5.0

16

14

12

10

8

6

4

2

06.0 7.0

p [kN/m]

L

9732-113

L/500

Q

M

0.5 kN/m

1

1.5

2.

3.

4.

5.

10

15

2030

40

WARNING

Always position Doka formwork beams"upright".

Correct "upright" positioning(load direction is parallel to web

plane).

Incorrect positioning "turned onside" (load direction at right

angles to web plane).Wall formwork

Floor formwork

WARNING

The uses illustrated below are prohibited, asare other, similar uses!

Do not use as scaffold flooring.

Do not use as traffic-route flooring.

9791

-206

-01

9791

-205

-01

9791

-219

-01

9791

-220

-01

9791

-200

-01

9791

-201

-01


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Technical condition

The following quality criteria define the extent of dam-age permissible in terms of load-bearing strength.

Use is prohibited if damage is beyond these limits.

Flange

Angled cracks (across the grain) Not permissible.

Straight cracks (parallel to the flange)

parallel to flange, permissible up to width a = 2 mm. If the flange can be parted at the crack the beam is

not in usable condition.

Splintering at side

permissible up to depth a = 10 mmand length b =500 mmon one side.

Angled splintering across the edge

permissible up to a = 30 mmacross the diagonal andup length b = 500 mm.

9791-208-01

9791-213-01

a

9791-207-01

9791-210-02

a

b

9791-211-02

9791-214-01

a

b

9791-207-02


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Saw cuts

Superficial saw cuts up to depth a = 2 mmare per-missible.

Flange end

Splintering a up to length = 60 mmis permissible.

Damage to the plastic cap has no effect on load-bearing strength, but beams damaged evincing

damage of this kind do not necessarily meet thequality criteria for Doka rental formwork

Drilled holes

Not permissible, with the exception of system holes:

- Waling attachment with beam screw

- Attachment of table head with beam screw

a ... 15 mmb ... 112 mmc ... 396 mmDrilled-hole diameter max. 10 mm

9791-209-02

a

9791-209-01

9791-212-02

a

9791

-207

-09

9791-207-07

a

b b

9791-207-08

a

c


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Web

Damage to web

permissible only if slight and at one side of the beam.

Damage to web end

permissible up to max. a = 20 mm

Drilled holes in web

Permissible drilled holes:

Standard holes

- Each standard beam has 2 drilled holes, dia. 21.5mm

Additional system holes for:

- Flange claw

- Fastening plate

- Connection splice plate

- Table head 30

- Lifting bracket

- Portal head

One drilled hole of maximum diameter 20 mm per run-ning metre in addition to the system holes is permissi-ble.

If the incidence of drilled holes is frequent the overallcondition of the beam is definitive.

Detachment of flange from web

Not permissible.

9791-216-01

9791-207-04

9791-217-01

a

9791-207-03

9791-215-01

9791-207-06


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Transporting, stacking and storing

TransportAlways use strap slings to lift stacked beams - do not

use chains.

Stacked beams

max. 2500 kg per stack

Always sort beams for stacking, in other words donot stack beams N and P together in a mixed stack.

Always use edge protectors when strapping beamstogether. Edge protectors can be padding made ofplastic, wood or cardboard.

Ground conditions for stacking

Maximum angle of inclination of ground 3%.

The ground on which the stack is to be placed mustbe adequately firm and level. Best-case conditions

are concreted or paved storage areas. Storage on asphalt:

Depending on the parts stored, place wooden bat-tens, strips of formwork sheeting or metal sheetbetween the parts and the asphalt surface to ensurethat the weight is adequately spread.

Storage on other surfaces (sand, gravel...):Adopt suitable measures for storage (e.g. place thickplywood sheets underneath the loads).

Reprocessing scrap materialDoka formwork beams contain no wood preservatives

and, consequently, they can be deposited for reproc-essing.

Reprocessing by incineration in suitable incinerationplants is recommended. It is advisable not to attempt toburn scrap material in open fires or domestic wood-burners.

Always comply with the applicable local or national reg-ulations.

Protect stacked beams from extreme climaticinfluences such as exposure to sunshine ormoisture by covering them (with breathable tar-paulins). This reduces cracking. Only coverthem never envelope them completely.

When moving beams not securely strappedtogether, take care that loose beams cannotslip.

Beam lengths

up to 5.90 mmore than

5.90 m

Max. number of beams per stack 90 45Minimum number of wooden bat-tens (min. 8 x 8 x 100 cm)

2 3

Size a 108 cm 108 cm

Size b for beam H20 P 95 cm 49 cm

Size b for beam H20 N 112 cm 57 cm

9791-218-02 9791-218-01

a

b

9791-202-01

9791-204-01

N

P

P

P N

NN

N

N

P

P

N

N

Packs of up to 90 units Packs of up to 45 units.

Max. 2 packs stacked one on topof the other

Max. 4 packs stacked one on topof the other

9791-202-03 9791-203-03


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Article n[kg] Article n[kg]

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Component overview User information Timber formwork beams


ComponentoverviewDoka SystemComponentsFormworkbeams

Doka beam H20 top N 1.80m 9.5 189011000Doka beam H20 top N 2.45m 12.8 189012000Doka beam H20 top N 2.65m 13.8 189013000Doka beam H20 top N 2.90m 15.0 189014000Doka beam H20 top N 3.30m 17.0 189015000Doka beam H20 top N 3.60m 18.5 189016000Doka beam H20 top N 3.90m 20.0 189017000Doka beam H20 top N 4.50m 23.0 189018000Doka beam H20 top N 4.90m 25.0 189019000Doka beam H20 top N 5.90m 30.0 189020000Doka beam H20 top N .....m 5.2 189010000

Doka beam H20 top N .....m BS 5.2 189021000Doka-Trger H20 top N

Doka beam H20 top P 1.80m 9.9 189701000Doka beam H20 top P 2.45m 13.2 189702000Doka beam H20 top P 2.65m 14.3 189703000Doka beam H20 top P 2.90m 15.6 189704000Doka beam H20 top P 3.30m 17.7 189705000Doka beam H20 top P 3.60m 19.2 189706000Doka beam H20 top P 3.90m 20.8 189707000Doka beam H20 top P 4.50m 23.9 189708000

Doka beam H20 top P 4.90m 26.0 189709000Doka beam H20 top P 5.90m 31.2 189710000Doka beam H20 top P .....m 5.4 189700000Doka beam H20 top P .....m BS 5.4 189711000Doka-Trger H20 top P

Doka beam H20 eco N 1.25m 6.3 189282000Doka beam H20 eco N 1.80m 9.0 189283000Doka beam H20 eco N 2.45m 12.3 189271000Doka beam H20 eco N 2.65m 13.3 189272000Doka beam H20 eco N 2.90m 14.5 189273000Doka beam H20 eco N 3.30m 16.5 189284000Doka beam H20 eco N 3.60m 18.0 189285000Doka beam H20 eco N 3.90m 19.5 189276000Doka beam H20 eco N 4.50m 22.5 189286000Doka beam H20 eco N 4.90m 24.5 189277000Doka beam H20 eco N 5.90m 29.5 189287000Doka beam H20 eco N 12.00m 60.3 189288000Doka beam H20 eco N .....m 5.0 189299000Doka beam H20 eco N .....m BS 5.0 189289000Doka-Trger H20 eco N

Doka beam H20 eco P 1.25m 6.5 189939000Doka beam H20 eco P 1.80m 9.4 189940000Doka beam H20 eco P 2.45m 12.7 189936000Doka beam H20 eco P 2.65m 13.8 189937000Doka beam H20 eco P 2.90m 15.1 189930000Doka beam H20 eco P 3.30m 17.2 189941000Doka beam H20 eco P 3.60m 18.7 189942000Doka beam H20 eco P 3.90m 20.3 189931000Doka beam H20 eco P 4.50m 23.4 189943000Doka beam H20 eco P 4.90m 25.5 189932000Doka beam H20 eco P 5.90m 30.7 189955000Doka beam H20 eco P 9.00m 46.8 189956000Doka beam H20 eco P 12.00m 62.4 189993000Doka beam H20 eco P .....m 5.2 189999000Doka beam H20 eco P .....m BS 5.2 189957000Doka-Trger H20 eco P

Doka formwork beam H16 N 2.45m 8.6 189802000Doka formwork beam H16 N 2.90m 10.2 189803000Doka formwork beam H16 N 3.60m 12.6 189809000Doka formwork beam H16 N 3.90m 13.7 189805000Doka formwork beam H16 N 4.90m 17.2 189813000Doka formwork beam H16 N 5.90m 20.7 189814000Doka-Schalungstrger H16 N

Doka formwork beam H16 P 2.45m 10.4 189961000Doka formwork beam H16 P .....m 4.3 189960000Doka-Schalungstrger H16 P

Doka formwork beam H24 N 4.90m 27.7 189601000Doka formwork beam H24 N 7.40m 41.8 189602000

Doka-Schalungstrger H24 N

Doka formwork beam H30 N .....m 8.0 189099000Doka-Schalungstrger H30 N .....m

Doka formwork beam H36 N .....m 9.0 189199000Doka-Schalungstrger H36 N .....m

Timber varnish yellow 5l 5.0 176005000Holzlasur gelb 5l

Varnished yellow

Varnished yellow

Varnished yellow

Varnished yellow

Varnished yellow

Varnished yellow

Varnished yellow

Varnished yellow

Varnished yellow


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User information Timber formwork beams Component overview

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20/20

The Doka beam H20 top -a high-end product of engineering technology

Day in, day out, thousands of Doka solid-web formwork beams do sterling service on building sites the world over.Our superior standard of manufacturing ensures uniformly high quality and load-bearing strength

for safe and dependable usage.

You can rent, lease or buy Doka formwork beams.

At any of the Doka branches in your region.

Why not give us a call?

The Doka Group's central plant at Amstetten, Austria

Kazakhstan

Latvia

Lithuania

Luxembourg

Marocco

Mexico

Netherlands

New Zealand

Oman

PanamaPoland

Portugal

Romania

Russia

Senegal

Serbia

Slovakia

Slovenia

Spain

Switzerland

Taiwan

Thailand

Ukraine

Vietnam

Doka international

Doka GmbHJosef Umdasch Platz 1, A 3300 Amstetten, Austria

Tel.: +43 (0)7472 605-0, Fax: +43 (0)7472 64430E-Mail: [email protected]

Internet: www.doka.com

AlgeriaSARL Doka Algrie24 A Route de la RassautaBordj-El-Kifane, BP 170, 16120 AlgerTelephone: +213 (0)21 21 27 26Telefax: +213 (0)21 21 28 98E-Mail: [email protected]

CanadaDoka Canada Ltd./Lte5404 - 36th Street S.E.Calgary AB T2C 1P1Telephone: +1 403 243-6629Telefax: +1 403 243-6787E-Mail: [email protected]

ChinaDoka Formwork (Shanghai) Co. Ltd.Bldg. 2, No.3883 Yuanjiang RoadMinhang DistrictShanghai 201109Telephone: +86 21 6090 0899Telefax: +86 21 6090 1099E-Mail: [email protected]

IndiaDoka India Pvt. Ltd.Mahavir Landmark Bldg.6th Floor, Plot No. 26 ASector-7, Kharghar - 410210Navi MumbaiTelephone: +91 22 27746452Telefax: +91 22 27746451E-Mail: [email protected]

IrelandDoka Ireland Formwork Techn. Ltd.Monasterboice, DroghedaCounty LouthTelephone: +353 (0)41 686 1620

Telefax: +353 (0)41 686 1525E-Mail: [email protected]

JapanDoka Japan K.K.Miwanoyama 744-6 Nagareyama-shi270-175 Chiba-KenTelephone: +81 (0)471 78 8808Telefax: +81 (0)471 78 8812E-Mail: [email protected]

KoreaDoka Korea Ltd.Rm.N.220, Doosan Venture Digm Bldg.,126-1 Pyeongchon-Dong, Dongan-Gu,431-755 Anyang City, Gyeonggi-DoTelephone: +82 31 478 3700Telefax: +82 31 478 3701

E-Mail: [email protected]

KuwaitDoka KuwaitDiv. of Riham Gen. Trad.& Cont. Co.P.O. Box 2217 Salmiyah22023 KuwaitTelephone: + 965 2 4822 462Telefax: +965 2 4822 472E-Mail: [email protected]

LebanonDoka Branch LebanonSodeco Square, Block C / 9th floorBeirutTelephone: +961 (0)1 612569Telefax: +961 (0)1 612570E-Mail: [email protected]

NorwayDoka Norge ASHeggstadmoen 4N 7080 HeimdalTelephone: +47 72 89 38 10

Telefax:n +47 72 89 38 11E-Mail: [email protected]

Other subsidiaries andrepresentatives:

Angola

Azerbaijan

Bahrain

Belgium

Belarus

Bosnia and

Herzegovina

Brazil

Bulgaria

ChileCroatia

Czech Republic

Denmark

Egypt

Estonia

Finland

France

Germany

Greece

Hungary

Iceland

Iran

Italy

Jordan

QatarDoka Qatar WLL2nd Gate, Light Industrial Area,Mesaieed-QatarP.O. Box 23439, Doha-QatarTelephone: +974 44500628Telefax: +974 44500608E-Mail: [email protected]

Saudi ArabiaDoka Formwork TechnologyMahmoud Othman & Sons LLCP.O. Box 7620Jeddah 21472Telephone: +966 0)2 669 10 08Telefax: +966 (0)2 664 86 25

E-Mail: [email protected]

SingaporeDoka Formwork Pte. Ltd.9 Gul CircleSingapore 629565Telephone: +65 6897 7737Telefax: +65 6897 8606E-Mail: [email protected]

South AfricaDoka South Africa (Pty) Ltd.Johannesburg Branch2 Sebasa RoadChloorkop Ext.10Kempton Park 1619Telephone: +27 (0)11 310 9709Telefax: +27 (0)11 310 9711E-Mail: [email protected]

SwedenDoka Sverige ABKurdsvgen 20S 451 55 Uddevalla

Telephone: +46 (0)10 45 16 300Telefax: +46 (0)10 45 16 309E-Mail: [email protected]

TunisiaDoka Tunisia Ltd.Bureau de LiaisonZone Industrielle, Rue d lusineLe Kram 2015 TunisTelephone: +216 (0)71 977 350Telefax: +216 (0)71 977 856E-Mail: [email protected]

TurkeyDoka Kalip-IskeleSanayi ve Ticaret A.S.Gzeller Org. San. BlgesiInn Mah. Nazarbayev Sok. No:1941400 Gebze, KocaeliTelephone: +90 262 751 50 66Telefax: +90 262 751 50 05E-Mail: [email protected]

United Arab EmiratesDoka Gulf FZEP.O. Box 61407Jebel Ali Free Zone, DubaiTelephone: +971 (0)4 870 8700Telefax: +971 (0)4 870 8702E-Mail: [email protected]

United KingdomDoka UK Formwork Technologies LtdMonchelsea Farm, Heath RoadBoughton MonchelseaMaidstone, Kent, ME17 4JDTelephone: +44 (0)1622 74 90 50Telefax: +44 (0)1622 74 90 33E-Mail [email protected]

USADoka USA, Ltd.214 Gates RoadLittle Ferry, NJ 07643Telephone: +1 201 329-7839

Telefax: +1 201 641-6254E-Mail: [email protected]: www.dokausa.com

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