The Formwork Experts. Formwork sheets · Doka formwork sheets Doka formwork sheet 3-SO Dimensional...

-999792002 04/2013en-GB

The Formwork Experts.

User informationInstructions for assembly and use (Method statement)

Formwork sheets

2 | 999792002 - 04/2013

User information Formwork sheets

© by Doka Industrie GmbH, A-3300 Amstetten


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Contents4 Introduction4 Elementary safety warnings6 Eurocodes at Doka

77 Product description

12 Deflection diagrams16 Instructions for assembly and use17 Handling recommendation for formwork

sheets in general21 Handling recommendation for 3-S formwork

sheets22 Handling recommendation for plywood

sheets23 Handling recommendation for concrete

release agents24 Transporting, stacking and storing

26 Component overview

4 | 999792002 - 04/2013

Introduction User information Formwork sheets

IntroductionElementary safety warningsUser target groups

▪ This manual is aimed at all persons who will be work-ing with the Doka product or system that it describes. It contains information on the standard design for setting up this system, and on correct, compliant uti-lisation of the system.

▪ All persons working with the product described herein 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, Operating Instruction manuals, plans etc.) are available to all users, and that they have been made aware of them and have easy access to them at the usage location.

▪ In the relevant technical documentation and form-work utilisation plans, Doka shows the workplace safety precautions that are necessary in order to use the Doka products safely in the usage situations shown. In all cases, users are obliged to ensure compliance with 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 a hazard assessment at every job-site. This document serves as the basis for the site-spe-cific hazard assessment, and for the instructions given to users on how to prepare and utilise the sys-tem. It does not substitute for these, however.

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 to get to and from these workplaces via safe access routes!

▪ If you are considering any deviation from the details and instructions given in this booklet, or any application which goes beyond those described in the booklet, then revised static cal-culations must be produced for checking, as well as supplementary assembly instructions.

Remarks on this document

▪ This manual can also be used as a generic method statement or incorporated with a site-specific method statement.

▪ 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.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 this document!

Symbols used

The following symbols are used in this booklet:

Important noteFailure to observe this may lead to malfunc-tion or damage.

CAUTION / WARNING / DANGERFailure to observe this may lead to material damage, and to injury to health which may range up to the severe or even life-threaten-ing.

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

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

TipPoints out useful practical tips.

ReferenceRefers to other documents and materials.

☞

User information Formwork sheets Introduction

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Rules applying during all phases of the assignment:

▪ The customer must ensure that this product is erected and dismantled, reset and generally used for its intended purpose under the direction and super-vision of suitably skilled persons with the authority to issue instructions. These persons' mental and physical capacity must not in any way be impaired by alcohol, medicines or drugs.

▪ Doka products are technical working appliances which are intended for industrial/commercial use only, always in accordance with the respective Doka User Information booklets or other technical docu-mentation authored by Doka.

▪ The stability of all components and units must be ensured during all phases of the construction work!

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

▪ Fire-sources are not permitted anywhere near the formwork. Heating appliances are only allowed if properly 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 the equipment, and the immediate vicinity of the equip-ment, and to protect employees.

▪ All connections must be checked regularly to ensure that 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 if necessary.

Assembly

▪ 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 damaged, deformed, or weakened due to wear, corrosion or rot.

▪ 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 assembly work must be carried out by suitably qualified employees of the client's.

▪ It is not permitted to modify Doka products; any such modifications constitute a safety risk.

Erecting the formwork

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

Pouring

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

Striking the formwork

▪ 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 scaf-folding, platforms or formwork that is still in place!

Transporting, stacking and storing

▪ Observe all regulations applying to the handling 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 components must be stored safely, following all the special Doka instructions given in the relevant sections of this manual!

Regulations; industrial safety

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

▪ If a person or object falls against, or into, the side-guard component and/or any of its accessories, the component affected may only continue in use after it has been inspected and passed by an expert.

Maintenance

▪ Only original Doka components may be used as spare parts. Repairs may only be carried out by the manufacturer or authorised facilities.

Miscellaneous

We reserve the right to make alterations in the interests of technical progress.

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Introduction User information Formwork sheets

Eurocodes at DokaIn Europe, a uniform series of Standards known as Eurocodes (EC) was developed for the construction field by the end of 2007. These are intended to provide a uniform basis, valid throughout Europe, for product specifications, 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 standard from the end of 2008. They will thus supersede the DIN norms 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 the EC.The EC contrast the actions (loads) with the resistance (capacity). The previous safety factor in the permissible stresses is now divided into several partial factors. The safety 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 ·

Rk

Fd = F · Fk 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 resistance e.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, wind Values from EN 12812

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

kmod Modification factor (only for timber – to take account of the moisture and the duration of load action) e.g. for Doka beam H20 Values as given in EN 1995-1-1 and EN 13377

Ed

Rd

Permissible stress design EC/DIN concept

Factual Fpermissible Ed Rd

A Utilisation factor

60 [kN]

60<70 [kN]

115.5 [kN]

� ~ 1.65

Fyield

Fpermissible

Factual

9801

3-10

0

A

90 [kN]

115.5 [kN]

90<105 [kN]

Rk

Rd

Ed

�M

= 1.1

�F

= 1.5

9801

3-10

2

A

The "permissible values" communicated in Doka documents (e.g.: Qpermissible = 70 kN) do not correspond to the design values (e.g.: VRd = 105 kN)!➤ Avoid any confusion between the two!➤ Our documents will continue to state the per-

missible values. Allowance has been made for the following par-tial factors: F = 1.5 M, timber = 1.3 M, steel = 1.1 kmod = 0.9In this way, all the design values needed in an EC design calculation can be ascertained from the permissible values.


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Product descriptionDoka formwork sheets

Doka formwork sheet 3-SO

Dimensional tolerances (new sheet with 12 % timber moisture content)

Doka formwork sheet 3-S eco


www.pefc.org This product uses materials from sustainably managed forests and controlled sources.

Basic structure:ÖNORM B 3023-compliant 3-ply formwork sheet made of crosswise glue-bonded spruce timbers; with/without edge strip. The glue-bonding is boilproof, alkali-proof, water- and weathering-resistant. Surface enhanced with urea melamine resin adhesive.

Type of application and concreting results:The sheet has a 'slightly absorbent' surface. The tex-ture, i.e. the irregularities in the face layer (annual rings, knots etc.) imprints itself to a greater or lesser degree on the concrete (depending on the moisture penetration of the formwork sheet), delivering uniform concrete faces with a slight wood texture. The Doka 3-SO is a premium, top-quality formwork sheet that is used both in formwork systems and as loose sheets. The sheets can be labelled with the client's name if desired.

Thicknesses:21 mm and 27 mm

Weight (timber moisture content = 9 % - 12 %):approx. 10.5 kg/m2 (21 mm) or 13 kg/m2 (27 mm)

Nominal dimension21 mm 27 mm

Thickness 20.9 ± 1.0 mm 26.4 ± 1.0 mm

Length 1.5 m to 3.0 m ±1.0 mm3.5 m to 6.0 m ±1.5 mm

Width ±1.0 mm

Basic structure:ÖNORM B 3023-compliant 3-ply formwork sheet made of crosswise glue-bonded spruce timbers; with edge strip. The glue-bonding is boilproof, alkali-proof, water- and weathering-resistant. Surface enhanced with urea melamine resin adhesive.

Type of application and concreting results:The sheet has a 'slightly absorbent' surface. Depend-ing on the moisture penetration of the formwork sheet, its surface texture, i.e. the irregularities in the face layer (annual rings, knots etc.), imprints itself on the concrete, delivering uniform concrete faces with a slight wood texture. Larger numbers and sizes of knots, resin pockets and discolourations are permissible than on Doka 3-SO formwork sheets. The sheets have a tight surface. The sheets can be labelled with the client's name if desired.




Thickness 20.9 ± 1.0 mm 26.4 ± 1.0 mm


Width ±1.0 mm

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ProFrame panel


Doka texture sheet 3-SO


Basic structure:ÖNORM B 3023-compliant 3-ply formwork sheet made of crosswise glue-bonded spruce timbers. The glue-bonding is boilproof, alkali-proof, water- and weathering-resistant. Surface enhanced with urea melamine resin adhesive, with an extra varnish seal-ant containing added corundum particles. The panel comes with a newly developed all-round plastic edg-ing made of grey TPU.

Type of application and concreting results:The sheet has a 'low-absorbency' surface. The var-nish sealant applied onto the urea melamine resin adhesive provides an additional protective layer. This greatly reduces both moisture pick-up and textur-ing/cracking, and increases abrasion resistance. The slightly rough surface caused by the projecting corun-dum particles results in a 'velvety' frosting effect on the concrete. The all-round plastic edging provides excellent protec-tion from mechanical damage. This greatly prolongs the lifespan of the panel. The panel has high format and angle accuracy. The preferred use for the sheet is as loose sheets in slab formwork systems. The sheets can be labelled with the client's name if desired.


Weight (timber moisture content = 9 % - 12 %):approx. 11 kg/m2 (21 mm) or 13.8 kg/m2 (27 mm)


Thickness 20.9 ± 1.0 mm 26.4 ± 1.0 mmLength +0/-1.0 mmWidth +0/-1.0 mm

Basic structure:ÖNORM B 3023-compliant 3-ply formwork sheet made of crosswise glue-bonded spruce timbers. The glue-bonding is boilproof, alkali-proof, water- and weathering-resistant. Surface enhancement: textured side with transparent varnish sealant; rear with urea melamine resin adhesive.

Type of application and concreting results:The sheet has a 'low-absorbency' surface. The sur-face is brushed to create a textured sheet surface. The natural wood texture of the sheet surface is repro-duced on the concrete. The recessed grooves and the brushing of the surface also give it a 'board-like' char-acter. The good concrete release properties of the thermo-setting varnish coating make high numbers of repeat uses possible. The rear surface of the sheet is the same as that of a Doka formwork sheet 3-SO.




Thickness 20.9 ± 1.0 mm 26.4 ± 1.0 mm


Width ±1.0 mm


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Doka formwork sheet 3-S plus


Dokaplex formwork sheets


Basic structure:ÖNORM B 3023-compliant 3-ply formwork sheet made of crosswise glue-bonded spruce timbers; with/without edge strip. The glue-bonding is boilproof, alkali-proof, water- and weathering-resistant. Surface enhanced with urea melamine resin adhesive. The side facing the concrete is coated with an extra var-nish sealant containing added corundum particles.

Type of application and concreting results:The sheet has a 'low-absorbency' surface. The var-nish sealant applied onto the urea melamine resin adhesive provides an additional protective layer. This greatly reduces both moisture pick-up and textur-ing/cracking, and increases abrasion resistance. The slightly rough surface caused by the projecting corun-dum particles results in a 'velvety' frosting effect on the concrete. This sheet is used in slab formwork systems.




Thickness 20.9 ± 1.0 mm 26.4 ± 1.0 mmLength ±1.0 mmWidth ±1.0 mm

Basic structure:Nordic birch plywood with boilproof, alkali-proof, water- and weathering-resistant phenolic-resin glue-bonding. The glue-bonding meets the requirements of EN 314-2 Service Class 3, DIN 68705 BFU 100 or BS 6566 WBP. The formwork sheet is coated with a high-grade phenolic resin film of 120 g/m2 (9 mm) or 220 g/m2 (18 and 21 mm).

Type of application and concreting results:The sheet has a 'low-absorbency' surface. The sur-face consists of a flawless face veneer and a high-grade, wear-resistant film coating. As a result, it deliv-ers a smooth concrete finish even after many repeat uses. To meet stringent specifications regarding the concrete finish, the sheets are screwed on from the rear. Sealing any nailing-points, holes, damage etc. can prolong the lifespan of the formwork sheet. This sheet is used in both wall and floor-slab form-work.

Thicknesses:9, 18 and 21 mm

Weight (timber moisture content = 9 % - 12 %):approx. 6.1 kg/m2 (9 mm), 12.2 kg/m2 (18 mm) or 14.3 kg/m2 (21 mm)

Nominal dimension9 mm 18 mm 21 mm

Thickness 9.3 ± 0.5 mm 17.6 ± 0.5 mm 20.4 ± 1.5 mmLength ±1.5 mmWidth ±1.5 mm

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Xlife sheet


Xface sheet


Basic structure:Plastic/plywood composite sheet consisting of a birch plywood core faced with a patented plastic coating. The sheet features boilproof, alkali-proof, water- and weathering-resistant bonding and meets the require-ments of EN 314-2 Service Class 3, DIN 68705 BFU 100 or BS 6566 WBP.

Type of application and concreting results:The sheet has a 'non-absorbent' surface. The special plastic coating gives the sheet a significantly longer lifespan. Advantages: optimum nailability, easy cleaning, no rippling, less prone to mechanical damage. As a result, it delivers a smooth, premium concrete finish even after many repeat uses. To meet stringent specifications regarding the con-crete finish, the sheets can also be screwed on from the rear. This sheet is used in both wall and floor-slab form-work.

Thicknesses:21 mm

Weight (timber moisture content = 9 % - 12 %):approx. 16.5 kg/m2

Nominal dimension

21 mmThickness 20.4 ± 0.4 mmLength ± 0.5 mmWidth ± 0.5 mm

Basic structure:Large-format plywood sheet for fair-faced concreting, consisting of a birch plywood core, coated on the side facing the concrete with a special fibre-reinforced syn-thetic resin. The rear of the sheet is coated with a high-grade phenolic-resin film with a thickness of 120 g/m2. The sheet features boilproof, alkali-proof, water- and weathering-resistant bonding and meets the require-ments of EN 314-2 Service Class 3, DIN 68705 BFU 100 or BS 6566 WBP.

Type of application and concreting results:The sheet has a 'non-absorbent' surface. The extra-hard-wearing coating of the Xface sheets, and the large sheet formats, make it possible to achieve a smooth, uniform concrete surface with only a small number of joints. The sheets permit easy nail-ing, screwing and drilling, and have a 2 cm oversize which optimises them for further trimming. The excel-lent release properties of the sheet surface mean that for the first few re-use cycles, no concrete release-agent is needed. The synthetic resin coating is free of phenolic resins, and as a result there is no staining on the concrete. Designed to meet stringent fair-faced concrete speci-fications, this sheet can be used in both wall and floor-slab formwork.

Thicknesses:21 mm

Weight (timber moisture content = 9 % - 12 %):ca. 15.0 kg/m2

Nominal dimension

21 mmThickness 21.0 ± 0.3mmLength ± 1.5 mmWidth ± 1.5 mm


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12 | 999792002 - 04/2013


Deflection diagramsIf the moisture content is higher than shown in the dia-grams below, the modulus of elasticity diminishes sig-nificantly (i.e. deformation increases), and this is accompanied by a reduction in strength. This, in conse-quence, means a reduction in the ability to bear loads.

Doka formwork sheets 3-S plus, 3-SO, 3-S eco, Doka textured formwork sheets 3-SO ProFrame panel

21 mm

Flexural stiffness EI = 7.82 kNm2/m (15% timber moisture content) M ... permitted bending moment Q ... permitted shear force

27 mm


☞ The grain of the face layer (A) must run at right angles to the supports (B) .

Def

lect

ion

[mm

]

Support centres L [cm]

Def

lect

ion

[mm

]


9792

-210

-01 B

A

2.5 kN/m²

5

7.5

10

15

20

25

30

40

50

60

80100

L/500

M

9732-101

20 30 40 50 8060 70

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

QL

p [kN/m²]

L L L

L

p [kN/m²]

L L L

2.5 kN/m²

5

7.5

10

15

20

25

30

40

50

60

80

100

L/500

M

9732-102

20 30 40 50 8060 70

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

Q


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Dokaplex formwork sheets

18 mm


21 mm


9 mm


☞ The fibre direction of the face ply relative to the supports is of no significance.

Def

lect

ion

[mm

]


Def

lect

ion

[mm

]


9732-1191.0

0.9

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

010 12 14 16 18 20 22 24 26 28 30

2.5

5.0

7.5

10

15

20

25

30

40

50

60

80

100

Q

L/500

M

L L

p [kN/m²]

L L

9732-1201.0

0.9

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

010 12 14 16 18 20 22 24 26 28 30

L L

p [kN/m²]

L L

2.55.07.5

10

15

20

25

30

40

50

60

80

100

Q

L/500

M

The 9mm Dokaplex formwork sheet is mainly used for forming curved surfaces, as inliners on profiled timber formers or on solid-timber formwork. In cases where only low loading occurs, the form-facing can be dimensioned with reference to the diagram below.

Def

lect

ion

[mm

]


2.0

1.8

1.6

1.4

1.2

1.0

0.8

0.6

0.4

0.2

010 15 20 25 30 35 40 45 50

9732-121

L L

p [kN/m²]

L L

Q M

L/500

kN/m²

51020

30

40

50

60

80

14 | 999792002 - 04/2013


Xlife sheets 21mm

Lettering falling from left to right (Xlife sheet side-ways)

Flexural stiffness EI = 4.97 kNm2/m (15% timber moisture content) M ... Permitted bending moment

Lettering rising from left to right (Xlife sheet in the upright)

Flexural stiffness EI = 3.1 kNm2/m (15% timber moisture content) M ... Permitted bending moment

☞ The deflection characteristics of the Xlife sheet in the longitudinal are different from those in the transverse direction. The only way to tell which is the longitudinal and which is the transverse direction is by the direction of the lettering on the formwork sheets.For the purpose of the following diagrams, then, be sure to know which way round the Xlife sheets are placed in relation to the supports (e.g. Doka beams).

A SupportB Lettering on formwork sheet

Def

lect

ion

[mm

]


9732

-404

-01

A

B

20 30 40 50 8060 70

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

L

p [kN/m²]

L L L

9732-117

M

L/500

2.5 kN/m²

5

7.51015202530

40

50

60

100

80

A SupportB Lettering on formwork sheet

Def

lect

ion

[mm

]


9732

-403

-01 A

B

L

p [kN/m²]

L L L

9732-118

20 30 40 50 8060 70

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

M

L/500

2.5 kN/m²

57.51015

20

25

30

40

50

60

100

80


| 15999792002 - 04/2013

Xface sheets 21mm


☞ The fibre direction of the face ply relative to the supports is of no significance.

Def

lect

ion

[mm

]


9732-1201.0

0.9

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

010 12 14 16 18 20 22 24 26 28 30

L L

p [kN/m²]

L L

2.55.07.5

10

15

20

25

30

40

50

60

80

100

Q

L/500

M

16 | 999792002 - 04/2013


Instructions for assembly and useDoka formwork sheets are designed to be used exclu-sively as concrete-wetted panels with suitable wooden or metal supporting structures for retaining freshly poured concrete.

Practical example

You will also find information on correct usage in the in user information for the individual products, for exam-ple: ▪ Large-area formwork Top 50 ▪ Dokaflex ▪ Doka Xtra

Possible incorrect usages

Reprocessing scrap material

Doka formwork sheets contain no wood preservatives and, consequently, they can be deposited for repro-cessing.Reprocessing by incineration in suitable incineration plants is recommended. It is advisable not to attempt to burn scrap material in open fires or domestic wood-burners.Always comply with the applicable local or national reg-ulations.

WARNING➤ The uses illustrated below are prohibited, as

are other, similar uses!

Do not use as flooring when setting up load-bearing towers.

Do not use to bridge steps between platforms.

9768-200-01

9792-203-01

9792

-202

-01

Do not use as scaffold flooring.

Do not use to floor walkways or to cover holes, etc..

9792

-200

-01

9792

-201

-01

9792

-209

-01


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Handling recommendation for formwork sheets in generalStructural preconditions for use

Visual quality requirements

Concrete surfaces are the mirror-image of the form-fac-ing. The overall appearance of the formwork sheeting used is a critical factor when it comes to achieving vis-ually attractive concrete surfaces.Superficial scratches are permissible, with no limits regarding their number or length.Depending on the target concrete surface, therefore, the condition of the sheeting has to be taken into account, and the higher the number of use cycles the more important this aspect becomes.

Basic instructions

Ensure that the formwork sheets are treated correctly whenever they are used.Formwork sheets experience the natural expansion and contraction associated with wood and wood prod-ucts as moisture is absorbed or released in response to changes in climatic conditions.➤ Prior to use, always make sure that the moisture

content of the wood in the formwork sheets is matched to the prevailing ambient conditions on site.

➤ Cover the sheets to protect them against extremes of weather, for example direct sunlight or moisture. This reduces the tendency of cracks to form in the face ply.

➤ Use edge lacquer to seal cut edges and the edges of holes drilled into the sheets.

➤ Remove residual traces of concrete from the con-crete-wetted faces of the sheets as soon the form-work is stripped out.

Dimensional changes in formwork sheets

Appearance

Differences in thickness between formwork sheets, height mismatches at joints between sheets, indenta-tions near nails and screws.

Cause

▪ Wood is hygroscopic, meaning that it either absorbs moisture from its surroundings (air, soil, precipita-tion), or releases it back again.

▪ The increase/decrease in timber moisture content leads to an increase/decrease in the length, width and thickness (with different swelling and shrinkage in each of the three main wood-anatomical direc-tions).

▪ Immediately after production, the formwork sheets have a timber moisture content of approx. 9 - 12 %; once in service on the site, their timber moisture con-tent usually rises to approx. 18 - 25 %. The table con-tains guideline values for the dimensional changes:

*) swelling stated as percentage

Remedies

➤ Do not mix new and used formwork sheets.➤ Use formwork sheets that have all been used

approximately the same number of times.➤ When assembling formwork, leave nails or screws

sticking out slightly – never recess them into the sheet.

➤ To meet stringent specifications regarding the con-crete finish, screw on the formwork sheets from the rear.

➤ Seal all cut edges with edge-protection varnish

☞ The load-bearing strength of the formwork sheet must not be impaired. Damage, cracks, and cuts running at right-angles to the load-bearing direction may greatly reduce a sheet's load-bearing strength, and so need to be exam-ined very carefully. Any suspect sheets must be withdrawn from use.

☞ Do not use pointed or sharp objects, wire brushes, rotary abrasive discs or cup-type rotary brushes.The use of high-pressure cleaners to clean the surfaces is prohibited.

Thickness* Width/length*3-ply formwork sheets, 3-S approx. 6 % approx. 0.1 %Plywood sheets approx. 9 % approx. 0.2 %

18 | 999792002 - 04/2013


Damage to the formwork sheets from vibrators

Appearance

Curved or oblong roughened depressions on the sur-face of the formwork sheet. In the damaged places, the surface coating may have been partly or even com-pletely worn away. The wood has been roughened down to a depth of several millimetres.

Cause

▪ Direct and prolonged contact between the vibrator spud and the formwork sheet.

Remedies

➤ Avoid any contact between the vibrator and the sheet.

➤ Rubber-capped vibrator spuds can lessen or prevent damage.

Surface sanding on the concrete

Appearance

Extensive or localised sanding on or near the surface of the concrete. Unlike on dusty concrete surfaces, what may happen here is that fine fractions of the aggre-gates are 'abraded'.

Cause

▪ Impaired hydration. ▪ The formwork sheets used were very dry, causing

moisture removal during hydration. ▪ The concrete surface dried out too strongly/rapidly. ▪ Insufficient curing.

Remedies

➤ Pre-treat the formwork sheets with cement slurry, and pre-wet them. Pre-treating with cement slurry neutralises any wood sugar that may be present, and pre-wetting prevents the formwork from absorbing too strongly.

➤ Use a suitable release-agent.➤ Use suitable curing methods. Protect the concrete

from extreme temperatures and from being dried out by the wind.


| 19999792002 - 04/2013

Unclean concrete edges

Appearance

The concrete edges exhibit slight unevenness and spalling.

Cause

Moisture absorption by absorbent formwork increases the adhesion of the concrete to the formwork surface. When the formwork is stripped out, this leads to unclean edges and surfaces.

Remedies

▪ Pre-wet the formwork sheeting ▪ Pre-treat the formwork with a coating of cement

paste. ▪ Sealing tapes.

Different gradations of grey in the concrete

Appearance

The concrete exhibits various different shades of grey. This may occur within individual formwork sheets and/or between adjacent formwork sheets.As a basic rule: Non-absorbent or low-absorbency sheets tend to pro-duce light-coloured concrete surfaces, while more absorbent formwork sheets tend to cause a darker con-crete surface. This is why e.g. a light grey concrete sur-face is the result of using low-absorbency sheet sur-faces such as 3-S plus, Dokaplex, etc. Factors such as release-agents, forming-waxes, changes in the absorption behaviour of the sheet caused by the degree of saturation etc., can all affect these results.

Causes

▪ The absorbency of formwork sheets is influenced by the following factors:

- the type of formwork sheet and the quality of its coating

- the age of the formwork sheets (how often used, wear-and-tear during use, etc.)

- the weather ▪ Heavily weathered formwork sheets (e.g. with very

dried-out, cracked surfaces) often have very differ-ent absorbencies. This can lead to speckled con-crete and in extreme cases to surface sanding on the concrete.

▪ When formwork sheets are stored in stacks, the top sheet may have been so dried out by the sun that it has a different absorbency from all the other sheets further down the stack.

Remedies

➤ To meet fair-faced concrete specifications, use only formwork sheets of the same type and the same level of wear-and-tear (storage history, how used, and for how long).

➤ Before sheets are used for the first time, avoid stor-ing them for a long time under adverse climatic con-ditions.

➤ To meet tougher specifications regarding the con-crete finish, protect the formwork sheets from cli-matic influences between the pouring cycles as well, as far as possible.

➤ Covering the stacked sheets prevents exposed sheets from drying-out.

➤ Spray the formwork sheets with the release-agent recommended by the manufacturers.

☞ Especially on cool or cold days and when rela-tive atmospheric humidity is high, pronounced light/dark colouration of the concrete surface may occur. The formwork sheets have only a limited effect on these light/dark differences, which also result from the slower hydration of the concrete at low temperatures.

20 | 999792002 - 04/2013


Lime efflorescence on slabs

Appearance

Concentrated or extensive speckled white discoloura-tion, or white deposits, on the surface of the concrete.

Causes

▪ Excess water increasingly causes calcium hydroxide to migrate from inside the concrete to the surface. Thie calcium hydroxide reacts with the CO2 in the atmosphere to form calcium carbonate (lime).

▪ Efflorescence may be caused by e.g. the freshly poured slab being sprayed with water in hot weather.

▪ Seepage of water through the concrete, especially in slabs and in box-outs and apertures in the slab, may lead to lime efflorescence on the soffit

▪ The w/b ratio varies depending on the absorbency of the formwork sheet, causing the efflorence to take various different forms.

▪ On young concrete, climatic influences (e.g. mist or rain) can lead to localised or extensive lightening, caused by a chalky haze which in some cases is barely soluble.

Remedies

➤ Where fair-faced concrete specifications have to be met, choose suitable curing methods. We strongly advise against moistening the concrete surface!

➤ Commercially available countermeasures such as plastic sheets and covering tarpaulins will keep the concrete from drying too quickly. Where tough spec-ifications have been made regarding the concrete finish, make sure that the plastic sheet does not touch the surface of the concrete.

➤ Hydrophobising the concrete surface can prevent lime efflorescence caused by e.g. rain.

➤ Absorbent formwork sheets reduce the w/b ratio in the edge zone, meaning that the edge zone contains fewer capillary pores. This can have a positive effect in terms of reducing lime efflorescence.

Rust-related brownish staining of the concrete face

Appearance

▪ Walls: Rust-brown marks starting from the top of the wall or from construction joints.

▪ Slabs: Rust-brown blotches, rust-brown marks of the rein-forcing bars, marks of nails lost in the concrete, etc.

Causes

▪ Walls:- protruding reinforcing bars that are exposed to

the rain without protection ▪ Slabs:

- rust deposits from various metal parts such as reinforcing bars, nails etc.

Remedies

Walls:➤ Protect rebar and projecting reinforcements from the

weather.Slabs:➤ Before pouring, remove all metal parts and residual

rust from the formwork sheeting.


| 21999792002 - 04/2013

Handling recommendation for 3-S formwork sheetsTexturing and cracking on the 3-S formwork sheet

Appearance

With softwood formwork sheets, the pattern of the tim-ber is immediately apparent on the concrete surface.

Causes

▪ When formwork sheets are stored outdoors in unfa-vourable conditions, or while they are being used, cli-matic influences and concrete-water may cause the timber to swell or shrink.

▪ This leads firstly to an intensification of the annual-ring structure, and secondly to a certain amount of cracking and grooving in the face layer.

▪ Although the changes occurring in the surface are quite pronounced at the beginning, they then only continue in a much reduced form.

Remedies

➤ On extremely hot days, keep the formwork sheets moist by e.g. spraying them with water – this guards against cracking and grooving.

➤ Store formwork elements and panels in such a way that they will not be exposed to prolonged sunshine. e.g.: store pre-assembled elements form-face to form-face; use covers etc.

➤ In extreme climatic conditions, e.g. desert climates (meaning climates where the relative atmospheric humidity has a monthly average of less then 45 %), plywood formwork sheets should be used instead of 3-S formwork sheets.

Brown discolouration of the sheets

Appearance

Right from the first times of use, a brown discoloration starts to take place in the surface of the formwork sheet. The more severe the conditions to which the sheet is exposed, the more pronounced this discolora-tion will be.

Causes

▪ This is primarily a reaction of the timber to the con-crete-water.

▪ UV radiation also causes discolouration of the tim-ber.

Remedy

➤ None. The brown discoloration has no influence on either the lifespan of the 3-S formwork sheets or the quality of the concrete finish.

22 | 999792002 - 04/2013


Handling recommendation for plywood sheetsRippling on plywood sheets

Appearance

Slight rippling in the surface veneer (max. several tenths of a millimetre high, non-uniformly long). Either at the edge of the formwork sheet and/or any-where on the sheet at screw- or nail-points or where there is other damage to the surface. The undulations are longitudinally aligned in the grain direction of the face veneer.The undulations only occur for the first few times of use, until the surface veneer has swollen uniformly.

Causes

▪ Hairline cracks or minor damage to the phenolic resin-film coating.

▪ Moisture absorption on unsealed edges of formwork sheets.

This leads to the face veneer absorbing moisture and thus swelling in thickness. However, the adjacent sur-face of the sheet remains dry. The differing timber moisture contents cause slight rippling.

Remedies

➤ Store formwork sheets in a dry place before they are first used.

➤ Seal all cut edges with edge-protection varnish➤ If possible, do not nail the formwork sheets but screw

them on from the rear. ➤ If you do have to screw the sheets on from the front,

countersink the screws and grout the screw-holes.➤ Avoid damage from e.g. vibrators, hammer-blows

etc.➤ Pre-treat formwork sheets with cement slurry if nec-

essary.The rippling will disappear once there is uniform mois-ture penetration throughout the sheet after its first few times of use.

UV-induced brown discoloration on the surface of the concrete

Appearance

Concentrated, intensive brown discoloration on the concrete between the form-tie points and/or on the wall plinth.Ring- or horseshoe-shaped; often with upsqueezed brown or yellow seepage marks.

Causes

▪ Intense exposure to sunshine, i.e. UV stressing, causes precursor damage to the hardened phenolic resin film on phenolic-resin coated plywood sheets. In the summer months, this precursor damage may occur in the space of only a few days. Please note: this precursor damage on its own does not lead to any staining on the concrete surface.

▪ The chain of factors described below leads to con-centrated stains on the surface of the concrete:

- When the formwork is struck, the form-ties are unscrewed. However, the formwork sheets remain in direct contact with the concrete surface for some time.

- The heat of hydration causes condensation to form between the formwork sheets and the con-crete surface.

- When it comes into contact with the pre-dam-aged phenolic resin film, this condensation leads to coloured degradation products being washed out.

- After the condensation has dried, the degrada-tion products are deposited on the surface of the concrete.

▪ Low-quality release-agents that are less UV-resist-ant may intensify the brown discoloration on the con-crete.

Remedies

➤ Protect the surface of the formwork sheets from intense exposure to sunshine.

➤ Use high-quality release-agents.➤ Separate the formwork from the concrete as soon as

the form-ties have been unscrewed.


| 23999792002 - 04/2013

Handling recommendation for concrete release agentsInhomogeneities in the concrete surface

Appearance

Excess application of concrete release agent onto non-absorbent formwork sheets may lead to increased inclusion of dirt and dust particles. These may leave an imprint on the concrete surface after the formwork has been struck. Also, excess application of concrete release agent, and climatic influences such as rainfall etc., may cause the following inhomogeneities: ▪ Staining, cloudiness, lack of homogeneity ▪ Giraffe patterns ▪ Increased dust formation ▪ Seepage marks

Causes

▪ Wet sheet surfaces. ▪ Dirty formwork sheets. ▪ The sheets have different absorbencies. ▪ The ventilation time specified for the concrete

release agent has not been observed. ▪ Excess application of concrete release agent. ▪ Wrong sprayer or nozzle for the concrete release

agent. ▪ Insufficient pressure when applying the concrete

release agent.

Remedies

➤ Use the correct concrete release agent.➤ Observe the information and recommendations

given by the manufacturer.➤ Comply with / check the application dosage specified

for the concrete release agent. A thin application of release-agent generally results in a better concrete surface. Avoid excess application of release-agent. Wipe off any excess release-agent carefully and evenly, with e.g. a clean cloth. If you use a rubber squeegee, make sure that you do not remove all of the release-agent from the formwork sheet.

➤ To meet high and extra-high specifications regarding the quality of the concrete finish, do some trial pours first.

Formation of pores and voids at the surface

Appearance

Increased number of pores at the concrete surface.

Causes

This section only deals with causes of porosity that have to do with formwork sheets and concrete release agent. Remember that there are many other factors which may also lead to an increased number of pores on concrete surfaces. ▪ Excess application of concrete release agent. ▪ Low temperatures and the increased viscosity of the

release-agent that these cause (esp. petroleum-based release-agents with or without additives).

▪ Non-absorbent formwork sheets. ▪ Composition of the concrete.

Remedies

➤ Use suitable concrete release agents. On non-absorbent formwork sheets, concrete release agents that have a hydrophilic effect (such as aqueous release-agent emulsions) can help to decrease the number of pores at the concrete surface or even to prevent porosity altogether. These concrete release agents also have a positive effect on concrete sur-face porosity at low temperatures.

➤ Use absorbent formwork sheets.➤ Avoid excess application of concrete release agent.➤ Apply the concrete release agent thinly and evenly.➤ Observe the specified ventilation times for emul-

sions.

24 | 999792002 - 04/2013


Transporting, stacking and storingTransport

▪ Always use strap slings to lift stacked sheets - do not use chains.

▪ Always use edge protectors when strapping sheets together. Edge protectors can be padding made of plastic, wood or cardboard.

Sheet stack

➤ Always use edge protectors when strapping sheets together. Edge protectors can be padding made of plastic, cardboard or wood.

Stack units ex works

Stack strapped complete with wooden battens 8 x 8 cm

Ground conditions for stacking

▪ Maximum angle of inclination of ground 3%. ▪ The ground on which the stack is to be placed must

be 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 sheet between the parts and the asphalt surface to ensure that the weight is adequately spread.

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

Doka stacking pallet 1.55x0.85m and 1.20x0.80m

Storage and transport devices for long items: ▪ durable ▪ stackableSuitable transport appliances: ▪ crane ▪ pallet stacking truck ▪ forklift truckThe Bolt-on caster set B turns the stacking pallet into a fast and manoeuvrable transport trolley.

Using Doka stacking pallets as storage units

Max. n° of units on top of one another

☞ When moving sheets not securely strapped together, make sure that loose sheets cannot slip.

☞ Cover the sheet stack to protect the sheets against extremes of weather, for example direct sunlight or moisture. This reduces the tendency of cracks to form in the face ply.

☞ Do not attempt to place stacks of sheets one on top of another on the construction site.

Sheets per stackDimensions 21 mm 27 mm

100/50 cm - 300/50 cm 100 80350/50 cm - 600/50 cm 60 50

100/100 cm - 300/100 cm 50 40350/100 cm - 600/100 cm 30 25

9792-208-01 9792-208-02

Follow the directions in the "Bolt-on castor set B" Operating Instructions!

Max. load: 1100 kgPermitted imposed load: 5900 kg

☞ ▪ Multi-trip packaging items that each contain very different loads must be stacked with the heaviest ones at the bottom and the lightest ones at the top!

▪ Rating plate must be in place and clearly leg-ible

Outdoors (on the site) IndoorsFloor gradient up to 3% Floor gradient up to 1%

2 6It is not allowed to stack empty pallets on top of one another!

☞ ▪ How to use with bolt-on castor set: Always apply the fixing brake when the con-tainer is "parked".When Doka stacking pallets are stacked, the bottom pallet must NOT be one with a bolt-on caster set mounted to it.


| 25999792002 - 04/2013

Using Doka stacking pallets as transport devices

Lifting by crane

Repositioning by forklift truck or pallet stacking truck

Bolt-on castor set B

The Bolt-on caster set B turns the stacking pallet into a fast and manoeuvrable transport trolley.Suitable for drive-through access openings > 90 cm.

The Bolt-on caster set B can be mounted to the follow-ing multi-trip packaging items: ▪ Doka accessory box ▪ Doka stacking pallets

Stacking strap 50

The Stacking strap 50 is the tidy, space-saving way of storing and handling ProFrame panels.

Packaging unit: 2 units

▪ The Stacking strap 50 is three things in one - base rest profile, lashing strap and edge protection.

▪ ProFrame panels are delivered ex-works strapped together with Stacking straps 50. Two Stacking straps 50 are needed per stack of panels.

▪ It can also be used in conjunction with the wheel-around Doka stacking pallet (for handling stacks of panels with no need for a crane).

☞ ▪ Multi-trip packaging items may only be lifted one at a time.

▪ Use a suitable lifting chain. (Do not exceed the permitted load capacity). e.g: Doka 4-part chain 3.20m.

▪ Load the items centrically. ▪ Fasten the load to the stacking pallet so that

it cannot slide or tip out. ▪ When lifting stacking pallets to which Bolt-on

castor sets B have been attached, you must also follow the directions in these Operating Instructions!

▪ Spread-angle max. 30°!

aDoka stacking pallet 1.55x0.85m max. 4.0 mDoka stacking pallet 1.20x0.80m max. 3.0 m

☞ ▪ Load the items centrically. ▪ Fasten the load to the stacking pallet so that

it cannot slide or tip out.

Follow the directions in the Operating Instruc-tions!

a

= =

9792-211-01

ProFrame panels 21mm 50 unitsProFrame panels 27mm 40 units

98039-214-01

9776-205-01

Article n°[kg] Article n°[kg]

26 | 999792002 - 04/2013

Component overview User information Formwork sheets

Component overview[kg]Article n°Doka System ComponentsFormwork sheets

Doka formwork sheet 3-SO 21mm 100/50cm 5.3 186007000Doka formwork sheet 3-SO 21mm 150/50cm 7.9 186008000Doka formwork sheet 3-SO 21mm 200/50cm 10.5 186009000Doka formwork sheet 3-SO 21mm 250/50cm 13.1 186011000Doka formwork sheet 3-SO 21mm 300/50cm 15.8 186012000Doka formwork sheet 3-SO 21mm 350/50cm 18.4 186028000Doka formwork sheet 3-SO 21mm 400/50cm 21.0 186013000Doka formwork sheet 3-SO 21mm 450/50cm 23.6 186029000Doka formwork sheet 3-SO 21mm 500/50cm 26.3 186014000Doka formwork sheet 3-SO 21mm 550/50cm 28.9 186023000Doka formwork sheet 3-SO 21mm 600/50cm 31.5 186027000Doka formwork sheet 3-SO 21mm 100/100cm 10.5 186015000Doka formwork sheet 3-SO 21mm 150/100cm 15.8 186016000Doka formwork sheet 3-SO 21mm 200/100cm 21.0 186017000Doka formwork sheet 3-SO 21mm 250/100cm 26.3 186018000Doka formwork sheet 3-SO 21mm 300/100cm 31.5 186019000Doka formwork sheet 3-SO 21mm 350/100cm 36.8 186030000Doka formwork sheet 3-SO 21mm 400/100cm 42.0 186020000Doka formwork sheet 3-SO 21mm 450/100cm 47.3 186031000Doka formwork sheet 3-SO 21mm 500/100cm 52.5 186021000Doka formwork sheet 3-SO 21mm 550/100cm 57.8 186022000Doka formwork sheet 3-SO 21mm 600/100cm 63.0 186024000Doka formwork sheet 3-SO 21mm 250/125cm 32.8 186097000Doka formwork sheet 3-SO 21mm 300/150cm 47.3 186098000Doka formwork sheet 3-SO 21mm 600/150cm 94.5 186099000Doka formwork sheet 3-SO 21mm 150/50cm BS 7.9 186008100Doka formwork sheet 3-SO 21mm 200/50cm BS 10.5 186009100Doka formwork sheet 3-SO 21mm 250/50cm BS 13.1 186011100Doka formwork sheet 3-SO 21mm 300/50cm BS 15.8 186012100Doka-Schalungsplatte 3-SO 21mm

Doka formwork sheet 3-SO 27mm 100/50cm 6.5 187007000Doka formwork sheet 3-SO 27mm 150/50cm 9.8 187008000Doka formwork sheet 3-SO 27mm 200/50cm 13.0 187009000Doka formwork sheet 3-SO 27mm 250/50cm 16.3 187011000Doka formwork sheet 3-SO 27mm 300/50cm 19.5 187012000Doka formwork sheet 3-SO 27mm 350/50cm 22.8 187028000Doka formwork sheet 3-SO 27mm 400/50cm 26.0 187013000Doka formwork sheet 3-SO 27mm 450/50cm 29.3 187029000Doka formwork sheet 3-SO 27mm 500/50cm 32.5 187014000Doka formwork sheet 3-SO 27mm 550/50cm 35.8 187023000Doka formwork sheet 3-SO 27mm 600/50cm 39.0 187027000Doka formwork sheet 3-SO 27mm 100/100cm 13.0 187015000Doka formwork sheet 3-SO 27mm 150/100cm 19.5 187016000Doka formwork sheet 3-SO 27mm 200/100cm 26.0 187017000Doka formwork sheet 3-SO 27mm 250/100cm 32.5 187018000Doka formwork sheet 3-SO 27mm 300/100cm 39.0 187019000Doka formwork sheet 3-SO 27mm 350/100cm 45.5 187030000Doka formwork sheet 3-SO 27mm 400/100cm 52.0 187020000Doka formwork sheet 3-SO 27mm 450/100cm 58.5 187031000Doka formwork sheet 3-SO 27mm 500/100cm 65.0 187021000Doka formwork sheet 3-SO 27mm 550/100cm 71.5 187022000Doka formwork sheet 3-SO 27mm 600/100cm 78.0 187024000Doka formwork sheet 3-SO 27mm 250/125cm 40.6 187106000Doka formwork sheet 3-SO 27mm 300/150cm 58.5 187107000Doka formwork sheet 3-SO 27mm 600/150cm 117.0 187108000Doka formwork sheet 3-SO 27mm 150/50cm BS 9.8 187008100Doka formwork sheet 3-SO 27mm 200/50cm BS 13.0 187009100Doka formwork sheet 3-SO 27mm 250/50cm BS 16.3 187011100Doka formwork sheet 3-SO 27mm 300/50cm BS 19.5 187012100Doka-Schalungsplatte 3-SO 27mm

Doka formwork sheet 3-S eco 21mm 50/150cm 7.9 186090000Doka formwork sheet 3-S eco 21mm 50/200cm 10.5 186091000Doka formwork sheet 3-S eco 21mm 50/250cm 13.1 186092000Doka formwork sheet 3-S eco 21mm 50/300cm 15.8 186093000Doka formwork sheet 3-S eco 21mm 50/200cm BS 10.5 186091100Doka formwork sheet 3-S eco 21mm 50/250cm BS 13.1 186092100Doka-Schalungsplatte 3-S eco 21mm

Doka formwork sheet 3-S eco 27mm 50/150cm 9.8 187140000Doka formwork sheet 3-S eco 27mm 50/200cm 13.0 187141000Doka formwork sheet 3-S eco 27mm 50/250cm 16.3 187142000Doka formwork sheet 3-S eco 27mm 50/300cm 19.5 187143000Doka formwork sheet 3-S eco 27mm 50/97cm 6.3 187144000Doka formwork sheet 3-S eco 27mm 50/197cm 12.8 187145000Doka formwork sheet 3-S eco 27mm 50/200cm BS 13.0 187141100Doka formwork sheet 3-S eco 27mm 50/250cm BS 16.3 187142100Doka formwork sheet 3-S eco 27mm 50/197cm BS 12.8 187145100Doka-Schalungsplatte 3-S eco 27mm

Doka formwork sheet 3-S plus 21mm 9.7/200cm 2.0 186109000Doka formwork sheet 3-S plus 21mm 9.7/250cm 2.5 186110000Doka formwork sheet 3-S plus 21mm 20/200cm 4.2 186107000Doka formwork sheet 3-S plus 21mm 20/250cm 5.3 186108000Doka formwork sheet 3-S plus 21mm 40/200cm 8.4 186111000Doka formwork sheet 3-S plus 21mm 40/250cm 10.5 186112000Doka formwork sheet 3-S plus 21mm 50/200cm 10.5 186101000Doka formwork sheet 3-S plus 21mm 50/250cm 13.1 186102000Doka-Schalungsplatte 3-S plus 21mm

Doka formwork sheet 3-S plus 27mm 9.7/200cm 2.5 187052000Doka formwork sheet 3-S plus 27mm 9.7/250cm 3.1 187053000Doka formwork sheet 3-S plus 27mm 20/200cm 5.2 187050000Doka formwork sheet 3-S plus 27mm 20/250cm 6.5 187051000Doka formwork sheet 3-S plus 27mm 40/200cm 10.4 187067000Doka formwork sheet 3-S plus 27mm 40/250cm 13.0 187068000Doka formwork sheet 3-S plus 27mm 50/200cm 13.0 187054000Doka formwork sheet 3-S plus 27mm 50/250cm 16.3 187055000Doka-Schalungsplatte 3-S plus 27mm

Doka texture sheet 3-SO 21mm 250/50cm 13.1 184034000Doka texture sheet 3-SO 21mm 300/50cm 15.8 184035000Doka texture sheet 3-SO 21mm 400/50cm 21.0 184037000Doka texture sheet 3-SO 21mm 500/50cm 26.3 184039000Doka texture sheet 3-SO 21mm 600/50cm 31.5 184041000Doka texture sheet 3-SO 21mm 250/100cm 26.3 184001000Doka texture sheet 3-SO 21mm 300/100cm 31.5 184002000Doka texture sheet 3-SO 21mm 400/100cm 42.0 184003000Doka texture sheet 3-SO 21mm 500/100cm 52.5 184004000Doka texture sheet 3-SO 21mm 600/100cm 63.0 184005000Doka-Strukturplatte 3-SO 21mm

Doka texture sheet 3-SO 27mm 250/50cm 16.3 184084000Doka texture sheet 3-SO 27mm 300/50cm 19.5 184085000Doka texture sheet 3-SO 27mm 500/50cm 32.5 184090000Doka texture sheet 3-SO 27mm 600/50cm 39.0 184092000Doka texture sheet 3-SO 27mm 250/100cm 32.5 184071000Doka texture sheet 3-SO 27mm 300/100cm 39.0 184072000Doka texture sheet 3-SO 27mm 500/100cm 65.0 184074000Doka texture sheet 3-SO 27mm 600/100cm 78.0 184075000Doka-Strukturplatte 3-SO 27mm

Dokaplex formwork sheet 21mm 250/125cm 45.9 185007000Dokaplex formwork sheet 21mm 250/150cm 55.1 185002000Dokaplex formwork sheet 21mm 300/150cm 66.2 185003000Dokaplex-Schalungsplatte 21mm

Dokaplex formwork sheet 18mm 250/150cm 47.3 185011000Dokaplex formwork sheet 18mm 300/150cm 56.7 185012000Dokaplex-Schalungsplatte 18mm

Dokaplex formwork sheet 9mm 250/150cm 24.4 185001000Dokaplex formwork sheet 9mm 300/150cm 29.3 185006000Dokaplex-Schalungsplatte 9mm

ProFrame panel 21mm 200/50cm 11.0 186118000ProFrame panel 21mm 200/50cm BS 11.0 186118100ProFrame panel 21mm 250/50cm 13.8 186117000ProFrame panel 21mm 250/50cm BS 13.8 186117100ProFrame-Paneel 21

ProFrame panel 27mm 200/50cm 13.5 187178000ProFrame panel 27mm 200/50cm BS 13.5 187178100ProFrame panel 27mm 250/50cm 16.9 187177000ProFrame panel 27mm 250/50cm BS 16.9 187177100ProFrame-Paneel 27

Dokadur panel 21 200/50cm 11.0 186083000Dokadur panel 21 250/50cm 13.8 186081000Dokadur panel 21 200/50cm BS 11.0 186083100Dokadur panel 21 250/50cm BS 13.8 186081100Dokadur-Paneel 21

Dokadur panel 27 200/50cm 13.5 187170000Dokadur panel 27 250/50cm 16.9 187168000Dokadur panel 27 200/50cm BS 13.5 187170100Dokadur panel 27 250/50cm BS 16.9 187168100Dokadur-Paneel 27

Article n°[kg] Article n°[kg]

| 27999792002 - 04/2013

User information Formwork sheets Component overview

Xlife sheet 21mm 265/145cm 63.4 185071000Xlife sheet 21mm 325/145cm 77.8 185070000Xlife-Platte 21mm

Xlife priming varnish SW-910 2.5l 2.7 185073000Xlife-Grundierlack SW-910 2,5l

Xlife edge varnish 2.5l 3.2 185072000Xlife-Kantenlack 2,5l

Xface sheet 21mm 202/402cm 15.0 18507600015.0 185077000

Xface-Platte 21mm

Doka-Trenn in container of 1000l 899.0 580911000Doka-Trenn in drum of 200l 185.0 580912000Doka-Trenn in canisters of 25l 22.0 580913000Doka-Trenn in canisters of 5l 4.5 580915000Doka-Trenn

Doka-OptiX 1000l 1011.0 580918000Doka-OptiX 210l 215.5 580916000Doka-OptiX 20l 20.0 580917000Doka-OptiX

Doka sprayer for release agent 5.3 580914000Doka-Trennmittel-Spritze

Stacking strap 50 3.1 586156000Stapelgurt 50

Doka stacking pallet 1.55x0.85m 42.0 586151000Doka-Stapelpalette 1,55x0,85m

Bolt-on castor set B 33.6 586168000Anklemm-Radsatz B

Follow the directions in the "Operat-ing Instructions"!

Powder-coated, blue

GalvanisedHeight: 77 cmFollow the directions in the "Operat-ing Instructions"!

Painted blue

999792002 - 04/2013Doka GmbH | Josef Umdasch Platz 1 | 3300 Amstetten | Austria | T +43 7472 605-0 | F +43 7472 66430 | [email protected] | www.doka.com

Near to you, worldwide

Doka is one of the world leaders in developing, manu-facturing and distributing formwork technology for use in all fields of the construction sector.With more than 160 sales and logistics facilities in over 70 countries, the Doka Group has a highly efficient dis-tribution network which ensures that equipment and

technical support are provided swiftly and profession-ally.An enterprise forming part of the Umdasch Group, the Doka Group employs a worldwide workforce of more than 5600.

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