manufacturers Scaffolding Steel Prop

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Q235 steel tube
Maint Tube Diameter:
Main Tube Thickness:
Surface Finished:
high protected dip painted
SGS, BV,EN12810
orange, blue
Using Life:
3-5 years
CO2 arc welding scaffolding
quickly to use in Construction
inside & outside building construction

Packaging & Delivery

Packaging Detail:1.As a practice, steel h frame Scaffolding for sale is bare packed in Container. 2.The packing of frame scaffolding also can be made depend on the customers' need.
Delivery Detail:10 -15 days after deposit


1.SGS,BV tested h frame scaffolding
2.light frame type price for sale
4.painting surface, strong welding

H Frame Scaffolding Components
Main Frame
Code Thickness(mm)Height(mm)Width(mm)Surface Treatment
HF1930      2.0/2.219301219HDG/Painted
HF 152415241219

H Frame Scaffolding Accessory

U head jack: 600*34mm/700*30mm solid

Jack base:  600*34mm/700*30mm solid

(the size of nut , head plate can be changed)

walk board:also named planks, 1830mm length, 400mm width, painted

ladder: painted surface, good welded, 2700*442mm

wheel: pp or ruber, 300*150mm/500*150mm with brake

safety net: width:1.8mm, length:6mm. or(L*W): 50*3mm

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Q:With the steel support template what
Well, I do not know how much of the steel template you say ah, anyway, the theoretical weight is the cross-sectional area of *L*7.85
Q:Basement slab reinforcement drawings did not explain how to calculate the final accounts?
In other words, you agree with the owner of the steel, the final settlement by the figure.
Q:What is steel and wood support
When it comes to brace generally refers to Rachel steel purlin, is thick bar, but also to enhance the stability of the purlin purlin, not easy to lose in the external force under certain failure. Section purlin are generally H steel, C shape, Z shape, is reducing cabin panel span and fixed roof panel. Steel support is a kind of steel structure, which is used as a supporting component, which is used to support the structure of large load
Q:The design value of steel support axial force is KN/m,
If:The design of prestress value is 300KNJack cross-sectional area of 0.017671 square metersApply prestress = Design prestress value / Jack cross-sectional area =300/0.017671/1000=1.70MPa
Q:The transformation of the old house can support it with channel beam below
According to the channel shape and can be divided into 4 kinds: cold bending equilateral channels, cold-formed non equilateral channel steel, cold rolled edge channels, the cold bending edge channelsIn accordance with the theory of steel structure, it should be the channel wing plate stress, that is, the channel should be standing, rather than lying.
Q:Advantages and disadvantages of foundation pit support and subway steel support
You said that the foundation pit contains the subway steel support
Q:What are the characteristics of hysteretic curves of steel supports
The load deformation curve of the structure is obtained under the action of cyclic forces. It reflects the deformation characteristics, stiffness degradation and energy consumption in the process of repeated stress, which is the basis for determining the restoring force model and nonlinear seismic response analysis. Restoring force curve (restoring force curve).There are four typical shapes of hysteretic curves of structures or components: shuttle shape, bow shape, inverse S shape and Z shape
Q:The casting floor adopts the fastener type steel pipe support system, which belongs to the full scaffold
The calculation rules of the formwork support system of the cast in place beam and slab structure and the construction load of the full scaffold are different.
Q:Which kind of steel is strong
Steel house is made of H steel and GL GZ, carrying not to say
Q:How to reinforce the lower part of the steel structure of the construction elevator on the roof of the non - air defense garage
In this way, the free height is the base plane of the tower foundation per square load, there is no calculation of partial coefficients, close to 5 tons, 50KN. Lifting, consider the torque, the edge of the pressure is even greater. Such a large load, placed in the plate can not be placed on the beam is not. Can only be arranged in the stigma. However, even if the column doubled fortunately. How to solve the foundation?

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