Checking Calculation of Bearing Capacity of High-rise Building Flower Basket-rod Type Steel Cantilever Type Scaffold
The flower basket tie rod cantilevered scaffolding for high-rise buildings is widely used,but the safety of its bearing capacity is the focus of current research.In order to explore the bearing capacity of scaffol-ding and its internal force,the bearing capacity of the flower basket tie rod cantilevered scaffold was calculated and analyzed by the method of structural verification and test testing,and the tensile and shear resistance of its components were verified by safety performance,and the results showed that the bearing capacity calculation re-sults of each component of the scaffolding met the requirements of the specification,and the tensile and shear re-sistance of the components were inspected and met the relevant technical requirements,and the axial force,shear force and bending moment fluctuation range of the cantilevered frame were-13.4 kN～30.8 kN and-15 kN,respectively 20 kN and-5 kN·m～25 kN·m,the research results can provide reference for the de-sign and construction of the same type of scaffolding project.
tie rodcantilevered load-bearing framecarrying capacity
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