Scaffolding is a safety protection product for engineering construction sites. In this case, there must be higher requirements for its safety index. One of them is that the relevant deviation index for the design and production of scaffolds must be controlled within the allowable range. .
Before verifying the deviation of the scaffold erection, it is necessary to check the erection of the foundation. The scaffold part falls on the roof of the basement and the outdoor backfill soil, and at the same time, the bearing capacity of the roof and the foundation is up to the standard. This is followed by some deviations in scaffolding setup.
Under normal circumstances, the verticality of the vertical pole of the scaffold allows a horizontal deviation of 25mm; the step distance is ±20mm, the vertical distance is ±50mm, and the horizontal distance is ±20mm; the height difference of the vertical horizontal rod is ±20mm at both ends of a rod, and the two points in the same span. Vertical height difference ± 10mm.
At the same time, the distance between the center points of the fasteners at the main node of the scaffold is less than or equal to 150 mm; the height difference between the two butt-joint fasteners on the synchronous pole is ≥500 mm; the distance between the docking fasteners on the pole and the master node is less than or equal to 1/3 Height;) The distance from the docking fastener on the vertical horizontal bar to the main node is ≤ La/39, the fastening bolt twisting torque is 40-65 N/m, and the inclination angle of the scissor stay bar is 45° to 60°.
Finally, the verticality and horizontality of the scaffolding are also allowed to deviate. Generally if the floor thickness exceeds 300mm, the heavy scaffolding design should be considered and the scaffold load exceeds 15KN/mm2. The design proposal should be organized by experts.
It is mainly to clearly know which part of the steel pipe length has a greater impact on the bearing. For the formwork support, it should be considered: the length of the center line of the top horizontal bar from the template support point should not be too long, generally less than 400mm; In general, the top and bottom steps are the most stressful and should be used as the main calculation points. When the bearing capacity is not enough to meet the requirements of the group, vertical poles should be increased to reduce the vertical and horizontal spacing, or horizontal poles should be added to reduce the step size.http://www.eg-scaffold.com/