GB Method statement Dokaflex tableR/ST/DS/DOKA_DokaflexTable_A.… · All materials must be...

Method statement

User information01/2006

99 9778 002 GB

Dokaflex table

2

© by Doka Industrie GmbHA-3300 Amstetten

3

Contents Page

Explanation of system ................................................................................ 6Standard formats of Dokaflex tables ......................................................... 7Attaching the floor props ........................................................................... 8Structural design of standard-format tables ............................................. 9Filling closure zones ........................................................................... 10-11Dokaflex tables in practice ................................................................. 12-13Tables around edges of slab .............................................................. 14-15Assembling the Dokaflex tables ........................................................ 16-17Structural design of special-format tables .........................................18-19Lifting Dokaflex tables .............................................................................. 20Transporting, stacking and storing .......................................................... 21Horizontal shifting and plumbing ...................................................... 22-23Shifting using "C" hooks ..................................................................... 24-26Vertical shifting .......................................................................................... 27Shifting in practice .................................................................................... 28Hoisting using a 4-part lifting chain ........................................................ 29Combining Dokaflex tables with Dokaflex 1-2-4 ..................................... 30Formwork planning with Tipos ................................................................ 31Correct temporary shoring ....................................................................... 32Concrete technology and striking formwork .......................................... 33Striking formwork from beneath wide-span floors ................................ 34Maximum prop loads to EN 1065 ............................................................ 35Product overview ................................................................................ 36-39

The Formwork Experts4

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 thereof.

● 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 comply with this requirement may cause accidents, injury and damage.

● If any deviation from these instructions is con-templated, or any application which goes beyond those described here, revised static calculations must be produced for checking. The customer shall provide supplementary assembly instructions, and Doka's prior con-sent shall be required.

● 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 can easily access it.

● 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.

● All materials must be inspected by the cus-tomer before use to ensure that they are in per-fect condition. Any components that are dam-aged, deformed, or weakened due to wear, cor-rosion or rot, must not be used.

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

● It could be dangerous to combine our form-work systems with those of other manufactur-ers. If you intend to combine different systems, please contact Doka for advice first.

● 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.

● 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.

5The 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 stripping the gang-form, never use the crane to break concrete cohesion. Use suitable tools such as timber wedges or a special pry-bar.

● 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 han-dling 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 fall off!

● 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 may be found in each of the sections of this booklet!

● 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

Failure to observe this may lead to serious injury and/or damage.

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

Dokaflex tablesfor large areas of floorThe Dokaflex table turns Dokaflex 1-2-4 into a large-scalemodule

■ Uses components from the Dokaflex 1-2-4system

■ The standard-format Dokaflex tables can berented as complete units

2.50 x 4.00 m - 27 mm* and 21 mm

2.50 x 5.00 m - 27 mm* and 21 mm

2.00 x 4.00 m - 27 mm*

2.00 x 5.00 m - 27 mm*

* See your local Doka branch for range.

■ Can start to pay off after as few as 2 uses

■ Special sizes also possible where needed

■ Ready-assembled special-format Dokaflextables can be supplied by the Doka Ready-to-Use Service

Doka Eurex floor props:The ”legs” of the Dokaflex table

■ When the floor props are restrained in thetable heads, this increases the maximumload-bearing capacities:

● Doka Eurex 20 floor props:increase from 20 to 30 kN

● Doka Eurex 30 floor props:increase from 30 to 40 kN

■ Same capacity no matter how far extended

■ For floor heights of up to 5.90 m

■ Quick connection feature to Dokaflex table

■ Wedge-type connector makes props quickand easy to attach and detach

■ Low stacking height when transported andstored

■ Safe, fast shifting appliances - save time andmoney

■ Seamless forming in infill zones and onclosures

■ Perfected individual components make amajor contribution to higher speeds

■ Commissioning quantities are easy to tailorto the construction schedule - weekly cyclesare no problem

7

Standard formats of Dokaflex tables

Converting from 4to 6 table heads:The Dokaflex tables contain secondary beams thatare predrilled to accept the Table head 30. Thisresults in the tables being quickly converted foruse with 6 floor props.

With 27 mm formwork sheet(only available in Austria!)

With 21 mm formwork sheet

Example:Dokaflex table 2.50 x 4.00 mwith 6 table heads

Measurements in cm

After the Dokaflex tables have been positioned, thegaps between them, and between the tables and thewall, are filled with Doka fitting board DF 27 mm.

☞

2.50 x 4.00 m

2.50 x 4.00 m 2.50 x 5.00 m

2.00 x 4.00 m 2.00 x 5.00 m

7.5

7.5

7.5

7.5

230.

018

0.0

14.7

14.7

220.

0

2.50 x 5.00 m

49.7

49.7

150.

0

87.587.5 225.0 100.0100.0 300.0

47.5

150.

047

.525

.014

5.0

25.0

87.587.5 225.0 110.0110.0 280.0

48.8 38.8 112.5 112.5 38.8 48.8 55.0 45.0 50.0 100.0 100.0 50.0 45.0 55.0

48.8 38.8 112.5 112.5 38.8 48.8 60.0 50.0 140.0 140.0 50.0 60.0

8

Here’s how the table head 30 works

The Table head 30 provides a firm link between the Doka H 20timber formwork beams and Doka Eurex floor props.

The floor prop is quickly and securely fixed onto the Table head 30with the aid of the double wedge.N.B.:Where the Doka floor prop Eurex 20 550 is used, the Table head30 can only be attached to the inner tube head plate.

Table head 30

Eurex 20 orEurex 30floor prop

Eurex 20 or 30floor prop

Table head 30

Attaching the floor props

Attaching the inter-mediate props

Working from ground level, theIntermediate head DF is mounted ontothe double primary beams togetherwith the floor prop:

Intermediatehead DF

Intermediate props can be attached tothe double primary beams very easilywith the aid of the Intermediate headDF. This is necessary whenever greaterfloor thicknesses are encountered in afew storeys only, and permits rapidadaptation to the temporarilyincreased floor load.

Push the Inter-mediate headbetween the 2primary beams

Turn 90° andpull down

Twist prop totighten

9

Max. floor-slab thicknesses [cm]

Table format Model of prop

2.50 x 4.00 m Eurex 20 40 42 *) 45Eurex 30 50 55 *) 65

2.50 x 5.00 m Eurex 20 30 *) 32 *) 32Eurex 30 35 *) 42 *) 48

2.00 x 4.00 m Eurex 20 45 50 *) 55Eurex 30 60 70 *) 80

2.00 x 5.00 m Eurex 20 37 *) 40 *) 40Eurex 30 46 *) 52 *) 60

Dokaflex table

Dokaflex tablewith extra props

in mid-span

Dokaflex tablewith extra props

in mid-span and at edges

*) Application note:On projects with stringent requirements in respectof the quality of the soffits, attention must be paidto the different deflections occurring at theboundaries between the tables and areas formedwith Dokaflex 1-2-4.

Safety note:The Intermediate heads DF with the attachedintermediate props do not provide any additionalstability to the Dokaflex table. The table mustalready have sufficient stability in any case, byvirtue of its design!When the table is shifted, the intermediate propsmust be retracted or removed.

Structural design of standard-format tables

10

100 70 30 20

30 35 40 45

Cmax.

[cm]

Max. floor thickness [cm]

50 20

25 30

Cmax.

[cm]


Filling closure zoneswhere form ply can be supported on projecting beams

Supported on Dokaflex table:

min. 12.5 cm

B BA CB B

Form ply 21 mm Form ply 27 mm

Eurex 20 30 20Eurex 30 30 20

Eurex 20 29 20Eurex 30 30 20

35 40

Amax.

[cm]

Table format Prop model

2.50 x 4.00 m

2.50 x 5.00 m


Eurex 20 37 30 20Eurex 30 48 30 20

Eurex 20 29 29 20Eurex 30 35 30 20

25 30 35

Bmax.

[cm]


2.50 x 4.00 m

2.50 x 5.00 m


Eurex 20 37 36 35 30 20Eurex 30 48 47 40 30 20

Eurex 20 29 29 28 27 20Eurex 30 35 35 35 30 20

Eurex 20 45 45 40 30 20Eurex 30 60 50 40 30 20

Eurex 20 37 36 35 30 20Eurex 30 46 46 40 30 20

25 30 35 40 45

Amax.

[cm]


2.50 x 4.00 m

2.50 x 5.00 m

2.00 x 4.00 m

2.00 x 5.00 m


Eurex 20 37 36 36 35 30 20Eurex 30 48 48 47 40 30 20

Eurex 20 29 29 28 27 27 20Eurex 30 35 35 35 35 30 20

Eurex 20 45 45 44 40 30 20Eurex 30 60 59 50 40 30 20

Eurex 20 37 36 35 34 30 20Eurex 30 46 46 46 40 30 20

20 25 30 35 40 45

Bmax.

[cm]


2.50 x 4.00 m

2.50 x 5.00 m

2.00 x 4.00 m

2.00 x 5.00 m


Supported on Dokaflex table:

min. 7.5 cm

11

where form ply cannot be supported on projecting beams

Shoring the fitting-boards

Fit a supporting head H 20 DF onto the inner tube ofeach prop and secure with the integral spring-steelbuckle.

Place supportinghead on prop

Tilt up thespring-steel

buckle Secured

Supporting head H 20 DF

Can be fixed here withchipboard screws 4 x 35

Formwork beam H 20

max. 10 cm Amax. 10 cm max. 10 cm

This additional shoring is very simple to set up,using formwork beams H 20, H 20 DF supportingheads and Eurex floor props.

with an insert of H 16 formwork beam*(* Only available in Austria!)

Form ply 27 mm

Eurex 20 36 35 33 32 31 30 29 28Eurex 30 47 45 44 42 41 40 38 37

Eurex 20 29 27 26 25 24 23 22 21Eurex 30 35 34 33 32 30 29 28 28

Eurex 20 45 43 41 39 38 36 35 33Eurex 30 59 56 54 51 49 47 45 44

Eurex 20 36 34 32 31 30 29 27 26Eurex 30 44 42 40 38 37 35 34 33

30 40 50 60 70 80 90 100

Amax.

[cm]


2.50 x 4.00 m

2.50 x 5.00 m

2.00 x 4.00 m

2.00 x 5.00 m


A

Form ply 21 mm Form ply 27 mm

100 70 30 20

30 35 40 45

Amax.

[cm]


50 20

25 30

Amax.

[cm]


max. 10 cm

12

Dokaflex tablesin practice

Practical tips for

economical forming using

Dokaflex tables

To protect the surfaces of the form-facing, we recommend using onlyvibrators with protective rubbercaps.

The easiest and best way to cleanthe formwork sheets is with a high-pressure water cleaner.

Site:University Clinic, Magdeburg

Site:Westmünster Center, Bocholt, Germany

☞

☞

Important instructions:

● Dokaflex tables may only be stood ona firm, horizontal surface to ensure thatthey can stand unaided.

● Dokaflex tables must be stood stably,and able to withstand wind loads, inevery phase of the construction work.

The table must not be loaded - noteven temporarily with e.g. a stackof panels - until it has beencompletely erected according toplan (i.e. with all intermediateprops).No persons or objects are allowedto be on the table when it is beingshifted or otherwise moved.

13

Site:LVM high-rise, Münster, Germany

Site:"Chirurgie West" hospital extension, Salzburg

14

Tables around edgesof slabDokaflex tables for use around the edges of the slabcan be assembled with the floor-beam and slab stop-end formworks, and the handrails, integrated into thetable.

Bracing chain

Edge table Dokaflex table

Bracing chainLifting hook DF

Height compensationwith squared timbers or timber beams

Guy-bracing directly into the table head

Edge table with floor beam

Beam-forming support 20Extension 60 cm for beam-forming support

See User information "Dokaflex 1-2-4" formore information on forming floor beams andslab stop-ends.

Bracing chain

Edge table with slab stop-ends

Guy-bracing

with lifting hook DF

Tensile orcompressive bracingwith U-head D and Adjusting prop

Adjusting prop

U-head D

U-head D Art.n° 582709Adjusting prop 340 Art.n° 588247Extension range 90 - 341 cmAdjusting prop 540 Art.n° 588250Extension range 309 - 550 cm

The Doka Table head 30 (date of manufacture 06/96onwards) already has a ∅ 25 hole in it for fixing the bracingchain.

15

More safety on site

Sideguards with Handrail post T 1.80 m

Railings may also be erected using the Handrailclamp S. Please observe the Instructions for assemblyand use "Handrail clamp S".

Site:DEVK, Dresden

Handrail post T 1.80 m

The Handrail post T 1.80 m is the convenient way ofmaking regulation railings. The handrail posts arefastened to the ends of the primary or secondarybeams of the Dokaflex table. Insert the planks, andthe result is a highly effective safety railing.In certain countries tubular handrails are used.

The handrail post is fixed in the holes in thebeam using:

2 x M20x90 hexagonal bolts2 x M20 hexagonal nuts2 x R22 washers

(these fixing materials are not included in thescope of supply)

N.B.:Please observe all applicable safety regulations.

16

Assembling Dokaflex tables

Assembly bench

■ Centre bit DF 30for drilling 30 mm diam. holes in the web where theConnection unit DF 20/30 is used for attaching the table-heads

■ Wood drill-bit, diam. 10 mmfor drilling holes in the boom for the Beam-screws S8/60

■ Drilling template DF (Art.n° 53 9993 010)Template for drilling the holes on the flange for fixingtable heads using Beam-screws S8/60

■ Strip-steel tensioner 5.00 mfor pulling the form-ply tightly together

■ Sleeve nut 19for tightening nuts on the Connection unit DF20/30

■ Socket nut 13for tightening the bolts on the Beam-screws S8/60

■ Reversible ratchet 1/2"

Assembly bench with end-stops

● Flat assembly bench (wooden drawing floor).● Fasten the end-stops for the table-heads, primary

and secondary beams.

Mount the table-heads, primary and

secondary beams

● Insert the table-heads into the prepared end-stops.

● Place the primary beams into the table-headsand push them up against the end-stops.

● Lay the secondary beams centrally, directly overthe table heads, and push them up against theend-stops

● Bolt together the table head and the secondarybeam

Mount the remaining secondary beams

● Place the remaining secondary beams (usetemplate if necessary) and screw them to theprimary beams (diagonally, on both sides offlange):- using frame-screws 6 x 80

Mount the formwork sheets

● Decide how the formwork sheets are to bearranged. If necessary, mark the position of thefirst row of panels with a stringline.

● Place the formwork sheets and pull them tightlytogether with the Strip-steel tensioner 5.00 m.

● Nail the sheets to the secondary beams:- using grooved nails 3.1 x 60

The lifting hook DF, or straps, are ideal for lifting thepre-assembled units away from the assembly area.

The Dokaflex tables should be assembled with careto deliver clean concrete surfaces with the speedand efficiency expected.

End-stop for table-head

End-stop forprimary beam

End-stop forsecondarybeam

Table-head

primarybeam

secondarybeam

Remainingsecondarybeams

Formwork sheet

Doka Ready-to-Use ServiceHere, the Dokaflex tables are custom-assembledin any desired design variant, quickly andinexpensively, and delivered to your site readyto use. This saves time and reduces the planningand assembly workload.

Tools and other items needed for assembling Dokaflex tables

17

Attaching the table head 30

4 Beam-screws S8/60 are needed for each Tablehead 30.

with Beam-screws S8/60

Max

. tel

esco

pin

g

len

gth

550

.0

Cla

mp

ing

ran

ge

4 b

is 1

2m

m

The Drilling template DF is available on request, forspeeding up the job of drilling the holes in thebeams.

with connection unit DFfor very high numbers of repeat uses, and longservice life.

2 Connection units DF 20/30 are required for eachTable head 30.

Cla

mp

ing

ran

ge

4 b

is 1

2m

m

Converting the Table head 30 fora single primary beam H 20

Bolt position for

single primary beam

Although designed as standard for double primarybeams, the Table head 30 can easily be convertedfor use with a single primary beam by using differentdrilled holes for the two M16 x 45 hexagon bolts.

Max

. tel

esco

pin

g

len

gth

550

.0

Measurements in cm

Bolt position for

double primary beam

21.0

39.6

~3.0

21.0

39.6

ø3.

0

51.0

The holes in the web are drilledwith the Centre-bit DF 30

Table head 20 fora single primary beam H 20

WithConnection unit DF 20/30

Where Dokaflex tables are assembled with singleprimary beams, it is also possible to use the Tablehead 20 instead of the Table head 30.

WithBeam-screw S8/60

18

Single beam with

Table head 30

● Eurex 20

Primary beam with 2 props Primary beam with 3 props

Double beam with

Table head 30

● Eurex 30

Structural design of special-format tables

Double beam with

Table head 30

● Eurex 20 with head on

every prop

● Intermediate props:

Eurex 30 with Inter-

mediate head DF

Observe the instruction"Striking formwork frombeneath wide-spanfloors" on Page 34!Measurements in cm

L

ba

B c

ba a

B c

L

ba a

B c

L L

a b a

cB

b

L

a b a

cB

b

L

a b a

cB

ba

L 300.0 350.0 400.0 450.0 500.0 600.0a 50.0 50.0 60.0 75.0 75.0 90.0

B c b 100.0 125.0 140.0 150.0 175.0 210.0250.0 150.0 45.0 40.0 35.0 30.0 30.0 24.0275.0 150.0 45.0 35.0 35.0 28.0 26.0 20.0300.0 175.0 40.0 35.0 30.0 26.0 24.0 18.0350.0 210.0 35.0 28.0 26.0 20.0 18.0 14.0400.0 240.0 30.0 24.0 22.0 18.0 16.0 ---

L 300.0 350.0 400.0 450.0 500.0 600.0a 62.5 75.0 87.5 100.0 100.0 ---

B c b 175.0 200.0 225.0 250.0 300.0 ---250.0 150.0 65.0 55.0 50.0 45.0 35.0 ---275.0 150.0 60.0 50.0 45.0 40.0 35.0 ---300.0 175.0 55.0 45.0 40.0 35.0 30.0 ---350.0 210.0 45.0 40.0 35.0 30.0 26.0 ---400.0 240.0 40.0 35.0 30.0 26.0 22.0 ---

L 300.0 350.0 400.0 450.0 500.0 600.0a 50.0 50.0 60.0 75.0 75.0 90.0

B c b 100.0 125.0 140.0 150.0 175.0 210.0250.0 150.0 95.0 80.0 75.0 65.0 60.0 50.0275.0 150.0 85.0 75.0 65.0 60.0 55.0 45.0300.0 175.0 80.0 65.0 60.0 55.0 50.0 40.0350.0 210.0 65.0 55.0 55.0 45.0 40.0 35.0400.0 240.0 60.0 50.0 45.0 40.0 35.0 30.0

Floorthickness

L 300.0 350.0 400.0 450.0 500.0 600.0a 62.5 75.0 87.5 100.0 100.0 ---

B c b 175.0 200.0 225.0 250.0 300.0 ---250.0 150.0 30.0 26.0 24.0 20.0 16.0 ---275.0 150.0 28.0 24.0 20.0 18.0 14.0 ---300.0 175.0 26.0 22.0 18.0 16.0 --- ---350.0 210.0 20.0 18.0 14.0 --- --- ---400.0 240.0 18.0 14.0 --- --- --- ---

L 300.0 350.0 400.0 450.0 500.0 600.0a 62.5 75.0 87.5 100.0 100.0 ---

B c b 175.0 200.0 225.0 250.0 300.0 ---250.0 150.0 50.0 45.0 40.0 30.0 30.0 ---275.0 150.0 45.0 40.0 35.0 30.0 26.0 ---300.0 175.0 40.0 35.0 30.0 28.0 24.0 ---350.0 210.0 35.0 30.0 26.0 22.0 20.0 ---400.0 240.0 30.0 26.0 22.0 18.0 16.0 ---

L 300.0 350.0 400.0 450.0 500.0 600.0a 50.0 50.0 60.0 75.0 75.0 90.0

B c b 100.0 125.0 140.0 150.0 175.0 210.0250.0 150.0 70.0 60.0 55.0 50.0 45.0 35.0275.0 150.0 65.0 55.0 50.0 45.0 40.0 35.0300.0 175.0 60.0 50.0 45.0 40.0 35.0 30.0350.0 210.0 50.0 45.0 40.0 35.0 30.0 26.0400.0 240.0 45.0 40.0 35.0 30.0 26.0 22.0

Floorthickness

Floorthickness

Floorthickness

Floorthickness

Floorthickness

19

Primary beam with 5 propsPrimary beam with 4 props

L

a

B c

b b ab

B c

a b b b a

L

B c

a b b b a

L

B c

a b b b b a

L

B c

a b b b b a

L

B c

a b b b b a

L

L 300.0 350.0 400.0 450.0 500.0 600.0a --- --- 50.0 52.5 55.0 60.0

B c b --- --- 100.0 115.0 130.0 160.0250.0 150.0 --- --- 50.0 45.0 40.0 30.0275.0 160.0 --- --- 45.0 40.0 35.0 28.0300.0 175.0 --- --- 40.0 35.0 30.0 24.0350.0 210.0 --- --- 35.0 30.0 28.0 20.0400.0 240.0 --- --- 30.0 28.0 22.0 16.0

L 300.0 350.0 400.0 450.0 500.0 600.0a --- --- --- --- 50.0 50.0

B c b --- --- --- --- 100.0 125.0250.0 150.0 --- --- --- --- 50.0 40.0275.0 150.0 --- --- --- --- 45.0 35.0300.0 175.0 --- --- --- --- 40.0 35.0350.0 210.0 --- --- --- --- 35.0 28.0400.0 240.0 --- --- --- --- 30.0 24.0

L 300.0 350.0 400.0 450.0 500.0 600.0a --- --- 50.0 52.5 55.0 60.0

B c b --- --- 100.0 115.0 130.0 160.0250.0 150.0 --- --- 95.0 90.0 80.0 60.0275.0 150.0 --- --- 90.0 80.0 70.0 55.0300.0 175.0 --- --- 80.0 75.0 65.0 50.0350.0 210.0 --- --- 65.0 65.0 55.0 45.0400.0 240.0 --- --- 60.0 55.0 50.0 40.0

L 300.0 350.0 400.0 450.0 500.0 600.0a --- --- --- --- 50.0 50.0

B c b --- --- --- --- 100.0 125.0250.0 150.0 --- --- --- --- 95.0 80.0275.0 100.0 --- --- --- --- 90.0 75.0300.0 175.0 --- --- --- --- 80.0 65.0350.0 210.0 --- --- --- --- 65.0 55.0400.0 240.0 - -- --- --- --- 60.0 50.0

L 300.0 350.0 400.0 450.0 500.0 600.0a --- --- 50.0 52.5 55.0 60.0

B c b --- --- 100.0 115.0 130.0 160.0250.0 150.0 --- --- 70.0 65.0 60.0 45.0275.0 150.0 --- --- 65.0 60.0 55.0 40.0300.0 175.0 --- --- 60.0 55.0 50.0 40.0350.0 210.0 --- --- 50.0 45.0 40.0 35.0400.0 240.0 --- --- 45.0 40.0 35.0 28.0

L 300.0 350.0 400.0 450.0 500.0 600.0a --- --- --- --- 50.0 50.0

B c b --- --- --- --- 100.0 125.0250.0 150.0 --- --- --- --- 70.0 60.0275.0 100.0 --- --- --- --- 65.0 55.0300.0 175.0 --- --- --- --- 60.0 50.0350.0 210.0 --- --- --- --- 50.0 40.0400.0 240.0 --- --- --- --- 45.0 35.0

Floorthickness

Floorthickness

Floorthickness

Floorthickness

Floorthickness

Floorthickness

20

Lifting Dokaflex tables

The Lifting hook DF is an easy-to-reposition cranehoisting attachment for:■ Lifting the table superstructure away from the

assembly area

■ Loading and unloading lorries

■ Stacking

■ Moving tables to next location of use

Also suitable for tableforms of the Staxo, Aluxo andd2 systems.

Always bolt the Lifting hook DF into the inner ofthe two holes drilled in the end of the beam.

Before starting to use, it is ESSENTIAL toread the instructions in the manual suppliedwith the equipment!

Please note:If the tables are to be placed adjacent to oneanother by crane, the form-ply at either end ofthe table must be shorter (necessitatingsubsequent insertion of fitting strips), otherwisethe tables are positioned only approximately bycrane and must then be fine-positioned using theshifting trolley DF.

max. 60°

Finished Dokaflex tables

It is also possible to use the Lifting hook DFon secondary beams, provided that thesesecondary beams are permanently bolted tothe primary beam.

Table superstructures

Where the form-ply projectsfurther than usual, edgeprotection may be needed.

with Lifting hook DF

with Lifting strap DF 13.0 mThe Lifting strap DF facilitates the lifting and settingdown of table tops and completely assembledDokaflex tables. The 13 m long strap is designed tobe fixed and detached when working from groundlevel.Great care must be taken to avoid damaging theform-ply on the table.

Max. capacity per Lifting hook DF: 300 kg (3 kN)

Lifting strap DF 13.00 m*Art. n° 710586156Max. capacity: 2000 kg (20 kN)

* Only available in Austria!

Lifting hook DF

21

Measurements in cm

The Lifting hook DF or Lifting strap DF make it quickand easy to stack pre-assembled table tops. The lowheight of each of these elements makes foreconomical transport and storage.

Stacks / how delivered

Observe the following safety instructionswhen transporting and storing pre-assembled tables:

■ Dokaflex table elements must be on-loaded and off-loaded, transported andstacked in such a way that it is not possiblefor them to fall off, tip over or slide apart.

■ The table elements may only be set downand stacked on flat, firm surfaces.

■ Spreading angle of hoisting gear: max. 60°

■ When setting down a table element, do notdetach it from the hoisting gear until it issafely placed down on the stack.

■ Never climb onto the stack of tableelements.

■ The table elements must be strapped whenbeing transported by lorry.

Preventing damage to the form ply:

■ Insert strips of formwork sheet between theTable heads and the form ply

and■ Use a Spring cotter 6 mm to fix the clamping

wedge in the pushed-in position

52.2

Max

. sta

ckin

g h

eig

ht

208.

8

(4

elem

ents

)

10.0

Transporting, stacking and storing

Transport and storage

22

Horizontal shifting and plumbing ofDokaflex tables

It is ESSENTIAL to read the instructions in themanual supplied with the unit before startingit up!

The shifting trolley DF speeds up work on any site.The tables are lowered hydraulically, quickly andsafely, and then moved.

To streamline the shifting of Dokaflex tables stillfurther

Every Doka shifting trolley DF can be retrofitted withthe attachable drive unit DF.This is a battery-powered, clamp-on drive unit thatenables the tables to be moved effortlessly.

As well as the travel drive, the unit also incorporatesthe hydraulic system for the lifting device, and all thecontrols.The battery is designed to allow 1 whole day’soperation before being recharged overnight.

Advantages:

■ Saves labour - and thus cuts costs

■ One man, working on his own, can strike theformwork and horizontally relocate it, effortlessly- regardless of the distance that needs to betravelled.

Shifting trolley DF andstacking frame DF

Attachable drive unit DF

Height ranges (with distribution beams)

■ Shifting trolley DF:Hmin = 174.0 cm Hmax = 323.0 cm

■ Shifting trolley DF + 1 stacking frame DF:Hmin = 249.0 cm Hmax = 398.0 cm

■ Shifting trolley DF + 2 stacking frames DF:Hmin = 324.0 cm Hmax = 473.0 cm

■ Shifting trolley DF + 3 stacking frames DF:Hmin = 399.0 cm Hmax = 548.0 cm

Stacking frame DF

Stacking frame DF

Shifting trolley DFOverall length: 180.4 cmOverall width: 130.0 cm

Attachable drive unit DFShifting trolley DF

Max. carrying capacity per shifting trolley DF,assuming eccentric load application of up to 30 cm:1200 kg (12 kN)- with 1 stacking frame: 1100 kg (11 kN)- with 2 stacking frames: 1000 kg (10 kN)- with 3 stacking frames: 900 kg (9 kN)N.B. when working with asymmetrical tables:"Central positioning" means central in terms of thecentre of gravity.

If stacker lift-trucks are used for shifting the Dokaflextables, the Stacking frame ST 1.50 m acts as the linkbetween the stacker truck and the Dokaflex table.The Stacking frame ST 1.50 m can also be used withthe Shifting trolley DF.

Stacking frame ST 1.50 mfor fork-lift

Distribution beam(formwork beam H 20 2.65 m)

23

Shiftingtrolley DF Distribution

beam

With or without stacking frames DF, theshifting trolley DF is pushed under thetable either from the short or long side,depending upon the dimensions of thetable and the situation encountered onthe site.

There are 2 possible ways in which theunit can be positioned - either with orwithout distribution beams:

With distribution beams:If the centres of the primary beams isgreater than the width of the carryingframe (130.0 cm), the entire weight ofthe table would only be transmitted tothe carrying frame via the secondarybeams. To prevent this, distributionbeams (H 20, L = 2.65 m) must be used.

Without distribution beams:If the centres of the primary beams ofa table is such that these beams reston the carrying frame when the tableis lifted, then no distribution beams areneeded.

Shifting and plumbing with the shifting trolley DF

Site:Potsdamer Platz, Berlin

24

0.90 m

1.30m

2.00 m L = Fork length

Marking stripes

A = Extension-bracket length H

= cle

ar o

pe

nin

g w

he

n m

ou

nte

d

Lifting extension bracket DF

Transportfork DF

Before starting to use, it is ESSENTIAL to read theinstructions in the manual supplied with theequipment!

Parking positionTo make it easier to attach/detach thedouble-strand suspension chain, thefork automatically tilts down into theparking position when it is placed on theground.

"C" hooks have proved ideal for shiftingDokaflex tables on construction sites.

Basic structure of a "C" hook:"C" hooks are made up of:- Lifting extension bracket DF and

- Transport fork DFwith various fork widths

Safe shifting using "C" hookLifting extension bracket DFand Transport fork DF

Overview of variants

Designation Transport fork DF 1t/0.90 m Transport fork DF 1.5t/0.90 m



Measurement "L" [cm] 380.0 600.0

Max. capacity 1t 1.5t(table weight)

Max. table sizelength [m] x width [m] 5.0 x 4.0 8.0 x 5.0

Designation Lifting extension bracket DF 1t Lifting extension bracket DF 1.5t

Measurement "A" [cm] 336.2 456.2Measurement "H" [cm] 280.0 350.0

Fork widthFork width

Fork width

Tra

nsp

ort

fo

rk D

FL

ifti

ng

exte

nsi

on

bra

cket

DF

25

**

**

The 2.0 m wide transport fork is alsouseful when longer tables on a site areonly shifted on their broadsides (greatertable stability).

Figure A

Table heads with wedges facing outwards

* The table allows for 5 cmof play on either side.

* The table allows for 5 cmof play on either side.

Transport fork DF

Fork width

Centres ofprimary beams

If the primary beams are at less than1.22 m centres, the prongs of the2.00 m fork can be inserted on theoutside of the primary beams (asshown in Fig. A).

Type of fork

1.52 - 1.90 m 0.90 m1.90 - 2.62 m 1.30 m

> 2.62 m 2.00 m

Type of fork

1.44 - 1.82 m 0.90 m1.82 - 2.54 m 1.30 m

> 2.54 m 2.00 m

If the primary beams are at less than1.30 m centres, the prongs of the2.00 m fork can be inserted on theoutside of the primary beams (asshown in Fig. A).

Transport fork DF

Fork width


Selection criteria for fork width

table heads with wedges facing inwards

The Transport fork DF 1t/0.90 m is particularlysuitable for shifting standard-format Dokaflextables.If this transport fork is used perpendicular to thedirection of the primary beams, observe the note"Important for table-overhangs" on Page 26.



26

Important for table-overhangs:

Central load application:

■ No special fastening needed for Dokaflextable

For wider tables:

■ Additional fastening is needed for Dokaflextable, e.g. with tightening straps or tensioningchains etc.

or■ Mounting a wider support surface to the

fork.Please consult your Doka technician beforeattempting this.

Fork width

max. 3 x fork width

Dokaflex table

Lifting extension bracket DF

Fork DF

Lifting extensionbracket DF

Dokaflex table

Example of fork positioningparallel to the primary beams

Example of fork positioning perpendicularto the primary beams

Function of the marking stripesThe table must be as near horizontal as possible when it is shifted.

Once the ideal position is determined on the fork for a certain table, it is easy to repeat this position onsubsequent tables of the same type with reference to the marking stripes on the fork.

The stripes are also a highly visible safety warning to site personnel when the fork is "in the air".

Fork DF

Marking stripes as reference guide

Safe shifting using "C" hooks

27

■ Lift the table out, and up to next storey

■ Before lifting, remove anyintermediate props that are notpermanently attached (see p.22 fordetails of how to attach)

■ Completely retract all intermediateprops before lifting.

■ Position the Shifting trolley DFbeneath the middle of the table

■ Lower the table

■ Wheel the table to the pick-uplocation

Vertical shiftingWith the lifting extension bracket DF and fork DF

On structures open to the side

■ Put the table down

■ Wheel out the Shifting trolley DF (next table can nowbe made ready for shifting)

■ Pick up the table with the "C" hook

Site:Kufstein District Hospital, Austria

Using tag-lines makes it easier to manoeuvrethe tables during lifting and resetting.

28

Shifting in practice

Site:Warehouse for Messrs. Klotzner, Linz, Austria

Site:Plus-City 2000 shopping centre, Pasching, Austria

29

Mounted directly in the Table-head:

Lifting rod 15.0

Wing nut 15.0

Un

it s

pac

ing

of

tab

le h

ead

s 30

Unit spacing oftable heads 30

Drilling plan(Dokaflex table viewed from above)

Table head 30

Max. carrying capacity:1000 kg (10 kN)

10.0 10.0

11.5

11.5

Hoisting using a 4-part lifting chainWhere Dokaflex tables are vertically shifted using a4-part lifting chain, the Lifting rod 15.0 ensures thatthey are safely suspended from the crane.

Depending on the version, a Retaining plate 15.0may also have to be used.

Before starting to use, it is ESSENTIAL toread the instructions in the manual suppliedwith the equipment!

Lifting rod 15.0

Retaining plate 15.0

Use a drill bit of diam. 20 - 25 mm to drillthrough the sheathing. A Universal plug R20/25 can then be used to seal the hole.

Secondary beam H 20

Lifting rod 15.0

Primarybeam H 20

Retaining plate 15.0

Mounted between the primary beams:

4 x Lifting rods 15.0 are required for crane-shiftingDokaflex tablesClip the Retaining plate 15.0 onto the primary beam,bolt the Lifting rod 15.0 in place and tighten itthoroughly.

When considering the load-bearing capacity, adistinction must be made between:

- concentric load application (paired primarybeams), and

- eccentric load application (single primary beam)

Max. carrying capacity:- with concentric load application: 1000 kg (10 kN)- with eccentric load application: 300 kg (3 kN)

5.15.1

Diam. of drilled hole 24 mm

Using a Wing nut 15.0, bolt the Lifting rod 15.0directly into the Table head 30.

Measurements in cm

30

Combining Dokaflex tableswith Dokaflex 1-2-4

Dokaflex 1-2-4

Dokaflex table

The tables and Dokaflex 1-2-4 both usethe same system components, so theyare ideal to combine. Infill zones andclosures can be covered directly fromwithin the system, saving time andcutting costs still further.

Site:Porschehof, Salzburg

Example:Dokaflex tables around the edge,closure in middle with Dokaflex 1-2-4

Dok

afle

x ta

bles

Doka

flex

1-2-

4

31

Tipos helpsto form even more efficiently

Tipos has been developed to assist in planning theuse of Doka formwork. For floor formwork, wallformwork and platforms, it puts the same toolsinto your hands that Doka technicians themselvesuse daily for formwork planning.

The easy-to-use interface makes for very fastworking. From when you input your layout anddefine your floor polygons (with the "Schal-Igel"®on-screen assistant), all the way through to whenyou manually put the finishing touches to theformwork solution the program gives you. All thissaves time - yours.

The program contains a large number of templatesfrom formwork practice, so you can be sure ofalways getting the optimum technical andeconomical solution to your formwork task. Thismakes for greater operational reliability, and cutscosts.

You can get to work right away with the piece-lists,plans, views, sections and perspective drawingsthat the program gives you. Operational reliabilityis also enhanced by the high degree of detail of theplans.

Easy to use, fast and accurate results

Always the right quantities of formwork and accessories

Formwork components and accessories that haveto be organised at short notice, or replaced byimprovisation, are the ones that cost the most.This is why Tipos offers complete piece-lists thatleave no room for improvisation. Planning withTipos eliminates costs before they have a chanceto even arise. And your depot can make the bestpossible use of its stocks.

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

Formwork drawings really can be this detailed! Both for thelayouts and views, and for spatial representations, Tipos setsan impressive new standard of visual presentation.

32

Correct temporary shoringWhen is the besttime to strike?

Why use temporaryshoring after striking?

The load occurring during concreting (i.e. the weight of theuncovered floor) will generally be approx. 50 % of the designload of the floor (i.e. dead weight + flooring + live load).

This means that the formwork can be struck once the concretehas reached 50% of its 28-day strength. The loading safety ofthe floor is then equal to that of the finished structure.

If the load is not removed from the formwork props atthis stage they will remain loaded with the dead weightof the floor. When the floor above is concreted, thiswill lead to twice the load being applied to the props.The props are not designed to cope with such anoverload, and the result may be damage to theformwork, the props and the structure.

Depending on the construction sequence, temporary shoringmay be needed to carry live loads on the new floor, andconcreting loads from the next floor to be poured.

Positioning auxiliaryprops correctly:

The function of auxiliary props is to spread loads betweenthe new floor and the floor beneath it. The number of auxiliaryprops that are needed will depend on the relationship betweenthe rigidities of these two floors.

The required numerical relationship between auxiliary propsand formwork props can be stated for the following two limitcases:

● only approx. 0.4 auxiliary props per formwork propwhere both floors have similar rigidities

● only approx. 0.8 auxiliary props per formwork propwhere the floor below has a considerably higher rigidity(foundation slab)

Ask an expert! As a rule, the question of temporary shoring shouldbe referred to the responsible experts, regardless ofthe information given above. If there is any doubt,particularly where dissimilar floor systems areinvolved, the decision must be referred to theresponsible structural designer.

33

0 1 3 7 28

100

80

60

40

20

Concrete technologyand striking formworkStrength developmentin new concrete

Deflection of thenew concrete

The elastic modulus of the concrete has already reached morethan 90 % of the 28-day value after only 3 days, regardless ofthe formulation of the concrete. The increase in the elasticdeformation taking place in the new concrete is thus onlynegligible. The creep deformation, which only ceases afterseveral years, is several times more than the elasticdeformation. However, early striking - e.g. after 3 days insteadof 28 - only leads to an increase of less than 5 % in the totaldeformation. The part of this deformation accounted for bycreep deformation, however, may be anything between 50 %and 100 % of the standard value, due to such variableinfluences as the strength of the aggregates, and theatmospheric humidity. This means that the total deformationof the floor is practically independent of the time at which theformwork was struck.

Curing of new concrete New site-placed concrete is exposed to influences which maycause cracking and slow down its strength development:● premature drying● over-rapid cooling in the first few days● excessively low temperatures or frost● mechanical damage to the surface of the concrete● etc.The simplest precaution is to leave the formwork on the con-crete surface for longer. This should be done in any case whereany of the familiar extra curing measures are carried out.

Cracks in new concreteThe bonding strength between the reinforcement and theconcrete develops more rapidly in the new concrete than doesits compressive strength. This means that early striking doesnot have any negative effect upon the size and distribution ofcracks on the tension side of reinforced concrete constructions.Other cracking phenomena caused by e.g. shrinkage,premature striking, impeded deformation etc. can becombatted effectively by appropriate curing methods.

Z 45 F PZ 475

Z 35 F PZ 375

Z 35 L(HOZ with 60% HS)

w/z = 0.50

This diagram showsthe strengthdevelopment wheredifferent grades ofcement are used. Theprecondition here isthat there is anaverage temperatureof 20° C in theconcrete during thecuring time.

Age of concrete in days

Co

mp

ress

ive

stre

ng

th in

% o

f 28

-day

val

ue

ßW

N,t

ßW

N,2

8

34

Striking formworkfrom beneath wide-span floorsWhere thin, wide-spanned concrete floor slabs areconstructed (e.g. in multistorey car parks), thefollowing points must be observed:When the formwork is removed from beneath thesefloor-slab spans (i.e. when the load is taken off theprops), the props that are still in place are brieflysubjected to additional loads that can lead tooverloading and damage to the props.

When planning and designing floor formworks forthese very thin concrete floor slabs, it is thusessential to allow for the loads occurring duringformwork removal, as well as for the usual designloads.Please consult your friendly Doka technician.

Effective floor-slab spans of 7.50 m and over

Load redistribution Load redistribution

The basic rule is:The formwork should be removed starting fromthe middle of the floor slab (middle of span) andworking towards the edges. For wide spans, thisprocedure MUST be followed!

35

Maximum prop loadsto EN 1065

The following table gives an overview of the prop classes, to both EN 1065 andDIN 4424.

Floor prop Class toEN 1065 DIN 4424

Eurex 20 250 (260) D B NEurex 20 300 D B NEurex 20 350 D B NEurex 20 400 (410) D C GEurex 20 550 D C G

Eurex 30 250 (260) E C GEurex 30 300 E C GEurex 30 350 E C GEurex 30 400 (410) E C G

Your Doka adviser will be pleased to provide you with any further information that you may need.

Prop heightl in m

Eurex 20250 (260)

Extension range:from 1.52 m

to 2.50 m

Eurex 20550


to 5.50 m

Eurex 20400 (410)


to 4.00 m

Eurex 20350


to 3.50 m

Eurex 20300


to 3.00 m

Cla

ss D

Cla

ss B

Cla

ss D

Cla

ss B Cla

ss D

Kla

sse

B Cla

ss D

Cla

ss C

Cla

ss D

Cla

ss C

Prop heightl in m

Eurex 30250 (260)


to 2.50 m

Eurex 30400 (410)


to 4.00 m

Eurex 30350


to 3.50 m

Eurex 30300


to 3.00 m

Cla

ss E

Cla

ss C Cla

ss E

Cla

ss C Cla

ss E

Cla

ss C C

lass

E

Cla

ss C

Eurex 20 floor props Eurex 30 floor props

Classes N and G of DIN 4424 now correspond to Classes Band C, respectively, of EN 1065.Classes B and C are only of any significance in Germany.

5.55.45.35.25.15.04.94.84.74.64.54.44.34.24.14.03.93.83.73.63.53.43.33.23.13.02.92.82.72.62.52.42.32.22.12.01.91.81.71.61.51.41.31.21.11.00.90.80.70.60.50.40.30.20.1

kN20.0

20.0

kN16.017.418.920.722.725.027.730.030.030.0

kN20.0

20.0

kN13.314.315.316.517.819.220.822.724.827.230.030.030.0

kN20.0

20.0

kN11.412.112.913.714.615.616.617.919.220.722.424.326.528.930.030.0

kN20.0

20.0

kN15.015.816.617.518.519.620.822.023.425.026.728.530.632.935.035.035.035.0

kN10.911.311.712.212.713.213.714.314.915.616.317.017.818.719.620.621.722.924.125.526.928.530.332.234.335.0

5.55.45.35.25.15.04.94.84.74.64.54.44.34.24.14.03.93.83.73.63.53.43.33.23.13.02.92.82.72.62.52.42.32.22.12.01.91.81.71.61.51.41.31.21.11.00.90.80.70.60.50.40.30.20.1

kN30.0

30.0

kN24.026.028.431.034.035.035.035.035.035.0

kN30.0

30.0

kN20.021.423.024.726.628.831.334.035.035.035.035.035.0

kN30.0

30.0

kN17.118.219.320.521.923.325.026.828.831.133.635.035.035.035.035.0

kN30.0

30.0

kN15.015.816.617.518.519.620.822.023.425.026.728.530.632.935.035.035.035.0

kN20.0

20.0

Article n°[kg] Article n°[kg]

36

The Formwork Experts

Doka Floor SystemDokaflex tables

Dokaflex table 2.50x4.00m 21mm 385.0 586052000Dokaflex table 2.50x5.00m 21mm 470.0 586053000Dokaflex table 2.00x4.00m 21mm 317.0 586050000Dokaflex table 2.00x5.00m 21mm 386.0 586051000Dokaflex-Tisch

Dokaflex table 2.50x4.00m 27mm 405.0 586054000Dokaflex table 2.50x5.00m 27mm 485.0 586055000Dokaflex table 2.00x4.00m 27mm 337.0 586056000Dokaflex table 2.00x5.00m 27mm 411.0 586057000Dokaflex-Tisch

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-Schalungsplatte 3-S plus 27mm

Doka floor prop Eurex 20 250 12.9 586086000Height: 148 - 250 cmDoka floor prop Eurex 20 300 15.3 586087000Height: 172 - 300 cmDoka floor prop Eurex 20 350 17.8 586088000Height: 197 - 350 cmDoka floor prop Eurex 20 400 22.2 586089000Height: 223 - 400 cmDoka floor prop Eurex 20 550 34.6 586090000Height: 297 - 550 cmDoka-Deckenstütze Eurex 20

Doka floor prop Eurex 30 250 14.8 586092000Height: 148 - 250 cmDoka floor prop Eurex 30 300 16.7 586093000Height: 172 - 300 cmDoka floor prop Eurex 30 350 20.5 586094000Height: 197 - 350 cmDoka floor prop Eurex 30 400 24.9 586095000Height: 223 - 400 cmDoka floor prop Eurex 30 450 29.2 586119000Height: 248 - 450 cmDoka-Deckenstütze Eurex 30

Table head 20 16.5 586085000Tischkopf 20

Table head 30 18.5 586078000Tischkopf 30

Spring cotter 6mm 0.06 580204000Federvorstecker 6mm

Intermediate head DF 3.6 586058000Zwischenkopf DF

Connection unit DF 20/30 0.93 586084000Spanneinheit DF 20/30

Supporting head H20 DF 0.77 586179000Haltekopf H20 DF

3-SO formwork sheet as per ÖNORM B3023With boil-proof and weatherproof bondingFace side: High-quality MUF syn-thethic-resin surface plus PUR seal-ant and light corundum sandingRear side: High-quality MUF synthet-ic-resin surface

GalvanisedPerm. capacity: 20 kN at any tele-scoping length to EN 1065

GalvanisedPerm. capacity: 30 kN at any tele-scoping length to EN 1065

GalvanisedPowder-coated, blueLength: 41 cmWidth: 33 cmHeight: 30 cm

GalvanisedPowder-coated, blueLength: 44 cmWidth: 25 cmHeight: 30 cm

GalvanisedLength: 13 cmPacked in units of 250

GalvanisedLength: 25 cmWidth: 24 cmHeight: 34 cm

GalvanisedWidth: 15 cmHeight: 12 cmWidth-across: 19 mm



37


Beam screw S 8/60 0.06 580116000Riegelverschraubung S 8/60

Shifting trolley DF 566.0 586080000Umsetzwagen DFincluded in scope of supply:(A) Positioning lever for shifting trolley DF 6.0 586063000(B) Brace stirrup 8 2.7 582751000

4 pcs.GalvanisedWidth: 19 cmHeight: 46 cmWidth-across: 30 mmNever weld or heat tie-rods - risk of fracture!

Attachable drive unit DF 512.0 586062000Andockantrieb DF

Stacking frame DF 82.0 586079000Aufsatzrahmen DF

Lifting extension bracket DF 1t 263.0 586068000Ausleger DF 1t

Transport fork DF 1t 0.90m 220.0 586069000Transport fork DF 1t 1.30m 245.0 586070000Transport fork DF 1t 2.00m 274.0 586071000Gabel DF 1t

Lifting extension bracket DF 1.5t 475.0 586064000Ausleger DF 1,5t

Transport fork DF 1.5t 0.90m 480.0 586065000Transport fork DF 1.5t 1.30m 520.0 586066000Transport fork DF 1.5t 2.00m 540.0 586067000Gabel DF 1,5t

Plastic mallet 4kg 4.5 586097000Kunststoffhammer 4kg

Lifting hook DF 5.9 586077000Umsetzbügel DF

Lifting strap 13.00m 4.0 583013000Umsetzgurt 13,00m

GalvanisedLength: 7 cmWidth-across: 13 mmPacked in units of 300

GalvanisedLength: 181 cmWidth: 130 cmHeight: 154 - 303 cmMax. load: 1500 kgFollow the directions in the "Operat-ing Instructions"!Electricity supply for hydraulic drive: 220 V / 50 Hz

Painted blueLength: 100 cmWidth: 100 cmHeight: 130 cmFollow the directions in the "Operat-ing Instructions"!

GalvanisedLength: 134 cmWidth: 130 cmHeight: 75 cmFollow the directions in the "Operat-ing Instructions"!

GalvanisedLength: 336 cmWidth: 66 cmHeight: 309 cmDelivery condition: folded closedMax. load: 1000 kgFollow the directions in the "Operat-ing Instructions"!

GalvanisedLength: 411 cmHeight: 58 cmMax. load: 1000 kgFollow the directions in the "Operat-ing Instructions"!

GalvanisedLength: 456 cmWidth: 82 cmHeight: 386 cmDelivery condition: folded closedMax. load: 1500 kgFollow the directions in the "Operat-ing Instructions"!

GalvanisedLength: 638 cmHeight: 71 cmMax. load: 1500 kgFollow the directions in the "Operat-ing Instructions"!

BlueLength: 110 cm

GalvanisedLength: 42 cmWidth: 20 cmHeight: 36 cmMax. load: 300 kgFollow the directions in the "Operat-ing Instructions"!

GreenMax. load: 2000 kgFollow the directions in the "Operat-ing Instructions"!


38


Lifting rod 15.0 1.9 586074000Umsetzstab 15,0

Retaining plate 15.0 1.8 586073000Jochplatte 15,0

Universal plug R20/25 0.003 588180000Kombi Ankerstopfen R20/25

Handrail clamp S 11.5 580470000Schutzgeländerzwinge S

Handrail post T 1.80m 17.7 584373000Einschubgeländer T 1,80m

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

T ledge 21/42 2.00m 0.34 580196000T-Leiste 21/42 2,00m

Center bit DF 30 0.10 586081000Zentrumsbohrer DF 30

Strip tensioner B 5.00m 3.5 580394000Bandzwinge B 5,00m

Nut for box spanner 19 0.16 580598000Hülsennuss 19

Box nut 13 0.06 580576000Stecknuss 13

Reversible ratchet 1/2" 0.73 580580000Umschaltknarre 1/2"

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

Painted blueHeight: 57 cmMax. load: 300 kg for single beams; 1000 kg for double beams in con-junction with retaining plate 15.0.Never weld or heat tie-rods - risk of fracture!Follow the directions in the "Operat-ing Instructions"!


BlueDiameter: 3 cmPacked in units of 100

GalvanisedHeight: 123 - 171 cm

Galvanised

Galvanised

GalvanisedWidth-across: 22 mm

Grey

Galvanised

Galvanised

Galvanised

GalvanisedLength: 30 cm

GalvanisedLength: 154 cmWidth: 83 cmHeight: 77 cmMax. load: 1100 kgFollow the directions in the "Operat-ing Instructions"!


39


Bolt-on castor set 33.5 586154000Anklemm-Radsatzconsisting of:(A) Bolt-on castors, complete

2 pcs.Height: 23 cm

(B) Heavy-duty wheels, complete2 pcs.Height: 32 cm

Painted blueMax. load: 1100 kgFit onto the Doka stacking pallet and the Doka accessory box.

A B

99 9720 002

The Doka Group's central plant at Amstetten, Austria

GB

Dokaflex table: The ideal formworkfor large-area slab projects

The tried-and-tested Dokaflex table is an extremely economical way of forming large areas of slab.It is easy to erect, and can be reset and adapted very quickly.

And of course, the Dokaflex table can also be combined with the new Dokamatic table.Dokaflex tables are available for rental, leasing or purchase.

At any of the Doka branches in your region.

Why not give us a call?

Doka internationalÖsterreichische DokaSchalungstechnik GmbH

Reichsstrasse 23, A 3300 Amstetten, AustriaTel.: +43 (0)7472 605-0, Fax: +43 (0)7472 64430E-Mail: [email protected]

Internet: www.doka.com

BrazilDoka BrasilFôrmas para Concreto Ltda.

Rua Guilherme Lino dos Santos, 800Jardim Flôr do Campo - Guarulhos/SP CEP 07.190-010Telephone: (011) 6404-3500Telefax: (011) 6404-5700

EgyptAl-Othman Trading Est.P.O.Box 5643Salah Salem StreetHeliopolis, West CairoTelephone: (2) 404 9137Telefax: (2) 403 6375

FinlandDoka Finland OySelintie 542FIN 03320 SelkiTelephone: (09) 22 42 64 0Telefax: (09) 22 42 64 20

FranceDoka France SAS3, chemin des Iles, Z.I.F 78610 Le Perray en YvelinesTelephone: 01 34 84 27 27Telefax: 01 34 84 27 00

GreeceDoka HellasKaloupotechniki Technologiki A.E.Agiou Athanasiou 5GR 153 51 Pallini / AttikiTelephone: 210 6669211Telefax: 210 6032614

IrelandDoka Ireland Formwork Techn. Ltd.Monasterboice, DroghedaCounty LouthTelephone: (041) 686 1620Telefax: (041) 686 1525

ItalyDoka Italia S.p.A.Strada Provinciale Cerca, 23I-20060 Colturano MITelephone: 02 98 27 6.1Telefax: 02 98 23 75 77

KoreaKumkang Doka Co. Ltd.12F, Kangnam Bldg1321-1 Seocho-Dong, Seocho-GuSEOUL 137-857Telephone: (0)2 562-3030Telefax: (0) 2 565-4466

KuwaitDoka KuwaitDiv. of Riham Gen. Trad.& Cont. Co.P.O. Box 2217 Salmiyah22023 KuwaitTelephone: 482 24 62Telefax: 482 24 72

LebanonÖsterreichische Doka

Schalungstechnik GmbH

Doka Branch Lebanon

Sodeco Square, Block C / 9th fl oorBeirut/LebanonTelephone: (01) 61 25 69Telefax: (01) 61 25 70

Other subsidiaries andrepresentatives:

Australia BahrainBelgiumBulgariaChina CroatiaCzech RepublicDenmark EstoniaGermanyGuatemala HungaryIcelandIndia IndonesiaIranIsraelJapanLatviaLithuaniaLibyaMalaysiaMexicoNetherlandsNew ZealandPolandQatarRomaniaRussiaSerbia and MontenegroSlovakiaSloveniaSouth AfricaSwitzerlandThailandUkraineUSAVietnam

NorwayDoka Norge ASHeggstadmoen 4N 7080 HeimdalTelephone: 72 89 38 10Telefax: 72 89 38 11

PortugalDoka Portugal Cofragens Lda.Zona Industrial da AbrunheiraSintra Business ParkEdifício 1, 1° MP 2710-089 SintraTelephone: 21 911 26 60Telefax: 21 911 20 11

Saudi ArabiaDoka Formwork TechnologyDiv. of Mahmoud Othman Est.P.O. Box 7620Jeddah 21472Telephone: (02) 669 10 08Telefax: (02) 664 86 25

SpainDoka España Encofrados, S.A.Polígono Industrial AimayrCalle Acero 4 y 1328330 San Martín de la Vega (Madrid)Telephone: 91 685 75 00Telefax: 91 685 75 01

SwedenDoka Sverige AB

Kurödsvägen 20S 451 55 UddevallaTelephone: (0522) 65 66 30Telefax: (0522) 65 66 39

SingaporeDFS Technology Pte. Ltd.No. 25 Senoko DriveSingapore 758212Telephone: 6747 3890Telefax: 6747 9770

TaiwanDEC Engineering Corp.7 Fl., No.123, Sec.4, Pa-Te Rd.Taipei, Taiwan, R.O.C.Telephone: (2) 27 53 42 61Telefax: (2) 27 53 33 38

TurkeyDoka Kalip-IskeleSanayi ve Ticaret A.S.Baris Mahallesi, Dr.Zeki Acar Cad.10TR 41400 Gebze, KocaeliTelephone: (0262) 642 02 65Telefax: (0262) 642 82 99

United Arab EmiratesDoka Gulf FZEP.O. Box 61407Jebel Ali Free Zone, DubaiTelephone: 4 881 8096Telefax: 4 881 8097

United KingdomDoka UKFormwork Technologies Ltd

Monchelsea Farm, Heath RoadBoughton MonchelseaMaidstone, Kent, ME17 4JDTelephone: (01622) 74 90 50Telefax: (01622) 74 90 33

GB Method statement Dokaflex tableR/ST/DS/DOKA_DokaflexTable_A.… · All materials must be...

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Transcript of GB Method statement Dokaflex tableR/ST/DS/DOKA_DokaflexTable_A.… · All materials must be...