Hot sale scaffolding steel prop manufacturer

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Quick Details

Model Number:
AD01-01
Type:
Scaffolding Parts
Scaffolding Part Type:
Scaffolding Props
Color:
Self-color or Powder-coated
Size:
1940-5030
N.W.:
18.4
Loading Capacity:
90-65 KN

Packaging & Delivery

Packaging Detail:Pallet or Bundle
Delivery Detail:30-45 days upon confirmation

Specifications

1.Weight:18.4 kg
2.Loading Capacity:90-65 KN
3.Dimension:1940-5030 mm
4. Durable
5. Recyclable

                          Hot sale scaffolding steel prop manufacturer

Feature

Safety

Developed with Harsco.                

Stringent Quality Inspection system applied

Efficiency  

Easily assembled                

High loading capacity requires less use of props,reducing cost in material and labor                  

No loose components                

Quick adjustment with drift pin.

Flexibility

Various sizes and different loading capacity to suit your changing needs.    

     

Durability  

Steel material is carefully selected to ensure better strength and longer lifespan

Excellent surface finish minimizes the risks of corrosion during application      

 

Item#Dimension (mm)Details  (mm)WeightLoading Capacity/ KN
F.O.S=3:1
Loadage (PCS)
(kg)20GP40GP
AD01-011066.8-1765.3Light-duty steel prop                
*Inner Tube:Φ48X2.5, Q235
*Outer Tube:Φ60X2, Q235
*Base Plate:152.4x152.4x8,Q235
1114960-10401920-2080  
AD01-021524-274013.714720-8001440-1600  
AD01-031753-312414.811-14640-7201280-1440  
AD01-041956-335315.510-14640-7201280-1440  
AD01-052566-396317.28.2-14560-6401120-1280  
AD01-063200-487818.65.5-14480960
AD01-072209.8-3911.615.98.2-14560-6401120-1280  

Note:

1)1KN=102kg

2)All dimensions are nominal.

Surface Finish: Painted, Powder-coated, Hot dip galvanized.

Different color surface finish to suit your changing needs.


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Q:How to reinforce the lower part of the steel structure of the construction elevator on the roof of the non - air defense garage
On the basis of the natural foundation of the tower crane, you can balance the freedom of the height of the crane hoisting moment, a considerable weight. To 5 m X5 m X1.4 m tower base to calculate the weight of 84 tons.
Q:How to calculate the axial force of steel support in subway construction
The cross section (in the building curtain wall, the special frame supporting curtain wall, also expressed as eccentric compression and eccentric tension). Usually: force with positive sign, pressure with a negative sign.
Q:The difference between steel sheet pile and foundation pit
The steel plate pile is vertically inserted into the soil.
Q:Please steel structure of the steel support what needs to be done, where to find
If you understand it correctly, you are asked about the steel support component anti-corrosion coating:
Q:How much is the glass floor cost. That's the kind of steel frame
The use of the environment, load-bearing, non slip performance, steel selection, etc.,
Q:Subway construction of steel support needs qualification
But in general, because many such systems in order to cooperate with the construction of the environment, may also have existing ground sections, so usually covers the metropolitan area of all underground and on the ground of the high density transportation system.
Q:When to ask for formwork support
5, the column spacing determined by calculation, when using steel fasteners, spacing of less than 1m, the column joints should be staggered, different step distance and vertical joint spacing is larger than 50 cm.
Q:Why subway steel erection erection to the design elevation of 800
The excavation of the foundation pit is divided into 3 steps: large scale mechanical excavation and 1 manual excavation, which are as follows: (1) the first layer is mainly made of short arm excavator, which is excavated to the ground below 0.9m
Q:Under the steel support line load is 420kn/m (design value)
So, what you said is the foundation pit excavation, pipe ends supporting, then why have load and steel 420kN/m?Do you want to build a house above the shop?
Q:Why should the deep foundation pit support axial force monitoring?
There is a problem with our numerical axial force meter measured are small, usually the first force only after the pre 30%~70% value, sometimes even very small, and they force to support unit said, as a result of retaining wall (pile) large deformation,

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