Tabel formwork System

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Product Description:

Tabel Formwork

Table formwork is the most typical application for slab, with timber beam, the slab formwork is

light weight, fast and economic in the construction.


Characteristics:

◆ Simple structure, easy assembly.

◆ Flexible structure, be adapted to different support system.

◆ High construction efficiency with special system tools.

  1. Lifting fork for lifting the table formwork to upper floor.

  2. Trolley for moving the table formwork on floor.

◆ Flexible application with stand alone props.

◆ Safer condition with handrails.




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Q:When the span of the main girder in steel frame is large, it is necessary to arrange the secondary beam
Otherwise it would be uneconomical. Of course, we must meet the requirements of bearing capacity and deformation requirements.
Q:European steel bed frame and rubber high density board that good
Plastic steel frame from a certain sense will be better than the density board. But it also depends on where it is used
Q:Steel frame wood template defects
. Steel frame construction is not too good to get, but also because the wooden template is not easy to improve the compression capacity of the mold
Q:What is the connection between the secondary beams in H - shaped steel frame
Screw connection for steel structure Riveting, welding can be
Q:What are the common forms of high-rise building construction?
Pouring concrete. Templates can be used 3 ~ 4 times, with the old template, the site is usually used to boil water.Satisfied with
Q:Cross stitch mounting, with steel frame or wooden frame
Set a good position on the wall, in accordance with the box above the mouth of the two fixed position, with the impact of drilling holes
Q:What is the difference between the wheel steel frame and the aluminum frame
3 price, cheap steel, aluminum alloy expensive;4 weight, heavy steel, aluminum alloy light, a difference of more than 2 kg
Q:Airtight door and all glass steel frame door which cost is high
It should be airtight door, somehow there are some technical content
Q:Why PKPM steel frame after setwe operation
The component is not possible because the upper compression crushed, because when the upper part of the lower crushing, would pull out.So there is no point in discussing the compressive stress here
Q:PKPM steel frame design inside the full node design
Code for design of steel structures (GB 50017-2003)Drawing depth and representation of steel structure design (03G102)On the other, I have here some ready-made steel structure detail (DWG), if necessary

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