Tabel Formwork for formwork and scaffolding system

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Loading Port:
Tianjin
Payment Terms:
TT OR LC
Min Order Qty:
50 m²
Supply Capability:
1000 m²/month

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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:Beam column section dimensions of multi story steel frame structures
Section height to width ratio 2~2.5 economy.Basically depends on the experience and then check the bending, shear, and stability, etc..
Q:Who used, how not universal.
4 the concrete surface of the product is smooth and bright, such as a mirror, to meet the requirements of decorative concrete and decorative concrete, eliminating the need for two plastering process. 5 turnover of more than 50 times, each time the cost of the template is less than $3, steel frame plastic template turnover more than 300 times more than 6 of the material non-toxic, harmless, non polluting, can be recycled, is a green environmental protection products. 7 the product acid, alkali, good corrosion resistance. The product use temperature is -80 DEG C to 100 C, good weather resistance.
Q:How much is the glass door with a frame
The stainless steel frame (304 2.2) toughened glass (6 mm glass) 420 yuan / square meter manual 60
Q:What is the difference between steel frame and steel frame?
Steel structure and concrete structure, masonry structure, wood structure and so on, to the composition of the material structure.
Q:The following is a two storey steel frame to be done on the top of the door 9 meters high
Not suitable for separate calculation, it is recommended to use the spatial model analysis. Such as MADIS, 3D3S
Q:When the span of the main girder in steel frame is large, it is necessary to arrange the secondary beam
The floor of the steel frame, the spacing of the secondary beam to the structure of the board material
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
Q:What are the principles of the layout and spacing of steel structure engineering framework
Square column and rectangular column is the basic column of multi story frame structure commonly used, the column should be used in 6 ~ 9m.When the column is determined, the grillage naturally according to the column grid layout. The main beam of the frame should be arranged on the frame column according to the frame direction.Generally need to be installed in the main beam according to the requirements of the floor beam, the spacing can be 3 ~ 4m.
Q:What is the steel frame center support structure
The steel frame belongs to the steel structure, and belongs to the frame structure. According to the framework, the design and construction of steel structure
Q:How to define the structural system of the upper part of the bottom steel frame
Here, it is necessary to supplement the longitudinal steel beams that are arranged in the frame, as well as the necessary components, which have not been arranged. Finally, the floor and the load. Floor and roof panels can be set according to the actual needs of the elastic plate or rigid plate. Generally speaking, we do not consider the role of the floor on the steel beam, it is recommended not to consider the stiffness outside the surface, you can choose the rigid plate or elastic membrane. If you want to consider the role of the floor on the steel beam, the use of steel and concrete composite beam will be better. The roof plate is usually made of colored profiled steel plate, when the structure is calculated without considering the stiffness of the plate. Therefore, the thickness of the 0 plate can be used to guide the load, while the component will not provide additional stiffness. But this is a problem, the top stiffness is much smaller relative to the lower frame, vibration modes and translational or reverse calculation results will be relatively worse, individuals that can be set to a smaller slab thickness, such as 10 thick, limited considering roof panels in the plane

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