H20 Wall - Bailibaili.ae/wp-content/uploads/2017/03/H20WallColumnFormwork.pdfH20 Wall &Column...

H20 Wall &Column Formwork System

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This system is considered using plywood fixed to H20 wooden girders, supported by steel walers and the associated accessories.

This is the most common system used for column and wall production. Walkways and lifting brackets allow for good access and safe movement of panels throughout the site using tower cranes.

Introduction

WALL FORMWORK SYSTEM

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The basis of the H20 Wall & Column Formwork System is the H20 Timber Beam. The H20 Timber Beam is made of the highest quality with competitive advantages.

The H20 Timber Beam is sturdy, easy to handle and only weights 4.70 kg/m. It provides a high load-bearing capacity even for great distance of walers.

This advances results to less anchor points. The project oriented design and arrangements of the H20 Timber Beam elements allow choices of various types of the plywood sheet. Furthermore, the system allows an optimum and flexible arrangement of tie positions.

The H20 Wall & Column Formwork elements are assembled quickly and easily by connecting the H20 Timber Beams to the Walers by means of Timber Beam connector done as easily as the erection of the system.

The advantage is that the H20 Wall & Column Formwork and easy re-assembling when ground plans of the structure change frequently.

The H20 Wall & Column Formwork System is one of

Characteristicsthe most economical alternatives to steel framework panel system when it comes to complicated designs and numerous non-typical applications with the same wall heights.

The H20 Wall & Column Formwork System is used for all types of walls and columns and has high rigidity and stability at a relatively low weight.


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Assembling in site, flexible application.

Light weight, easy transportation and storage.

◇

◇

①

②

③

④

⑤


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Accessories

8.93

11.52

12.46

13.63

15.51

16.92

18.33

21.15

23.03

27.73

0.74

0.88

0.9

4.65

4.84

02160101

02160102

02160103

02160104

02160105

02160106

02160107

02160108

02160109

02160110

02160201

02160202

02160203

02160300

02160400

H20 Beam 190 cm

H20 Beam 245 cm

H20 Beam 265cm

H20 Beam 290cm

H20 Beam 330cm

H20 Beam 360cm

H20 Beam 390cm

H20 Beam 450cm

H20 Beam 490cm

H20 Beam 590cm

parameter

For steel waling

[10~[12

[14

[16

H20

H20

For connecting

timber beam to

steel waling.

For lifting the Formwork.

For connecting the

beams.

Timber Beam

Timber Beam Connector

Lifting Hook

Timber Beam Connecting Plate

Remarks Weight(Kg) Item No. Spec. & tech. parameter





16

13.58

10.64

10.74

16.08

9.16

9.48

12.82

7.38

8.5

7.3

13.52

02160500

02160701

02160702

02160703

02160801

02160802

02160803

02160601

02160602

02160603

02160604

Install on the Timber beam.

[10 425*850

[12 620*620

[14 730*730

[10

[12

[14

[10 L=869

[12 L=980

[12 L=820

[14 L=1220

Used for forming as

inner Corner with

Length adjustments

in Combination with

Connecting Pin.

Used for the

arrangement of

polygonal element

Connections.

Used to Connect two Panels and also it joins two walers Length wise to from longer One.

Right Angle Connecting Plate

Articulated or Swivel Connecting Plate

Straight Connecting Plate

Scaffold Bracket






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2.302.20

0216090102160902

[12 -[16[10

To be attached to the walers by means of Connecting pin at the end of the wall element for bracing and stiffening the outer corner.

Angle Tie Bracket

Wedge Pins

PVC Pipe Plug

PVC Joint

0.0080.008

0.0040.004

0216090102160902

0216160102161602

Φ21.5Φ27.5

Φ26/Φ22Φ31/Φ28

0.59 02161300 Used for various types of Connections.






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0.004

0.350.62

02161700

6600001166000012

Φ26

D20 D16

Other size can also be supplied as required.

For tie-rod D20,galvanized;D16,galvanized.

PVC Pipe Plug

Wing Nut

Scaffold Bracket

13.75 02161800 Equipped with upper U-profile where wooden beams on tope can be fasten by nails,further more,the bracket is built in with handrial post.





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Steel Waler

Steel Waler(the length is various)

Right angle Steel Waler

10.8517.4414.4734.8828.9466.54

9.814.719.624.529.439.249.058.873.598.0

30.02

021620010216200202162003021620040216200502162006

02162301021623020216230302162304021623050216230602162307021623080216230902162310

02162100

[12 L=900[14 L=1200[12 L=1200[14 L=2400[12 L=2400[14 L=4800

2[10-5002[10-7502[10-10002[10-12502[10-15002[10-20002[10-25002[10-30002[10-37502[10-5000

[10

Walers are Connected by means of waler Connectors which provide a tension and pressure resistant element Connection. The element connections are tight and precisely aligned.

Walers are Connected by means of waler Connectors which provide a tension and pressure resistant element Connection. The element connections are tight and precisely aligned.





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Pull-Push Prop

36.73 02162400 [10 [12 [14

0.370.741.32

1.782.984.472.678.9513.4217.6

660000916600009266000093

66000081660000826600008366000084660000856600008866000089

60X120100x100120x120

D16 L=1000D20 L=1000D20 L=1500D16 L=1500D20 L=3000D20 L=4500D20 L=5900

Used for stopenand other tying and connecting purposed with a max. permissible load of 90 KN.

Tie Rod D16 with max permissible load of 90 KN.Tie Rod D20 with max permissible load of 120 KN.

With adjustable lengths and used to plumb the panel and provide support against uplift and wind force.

Counter Plate

Tie Rod





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Application


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