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Fundamental structure null of the building which binds wire the soil cement cylinder string mountain stop wall in the body body

机译:将电线束缚在主体体内的土壤水泥筒柱山挡土墙的建筑物的基本结构无效

摘要

PROBLEM TO BE SOLVED: To increase the yield strength against horizontal force at the time of an earthquake by burying an H-steel in soil cement, scraping off the soil cement on the skeleton side of a structure formed by excavating the ground, arranging a reinforcing bar or stud connectors, and integrating the structure skeleton and an earth retaining wall. SOLUTION: An H-steel 4 is buried in a soil cement column earth retaining wall 1, the soil cement on the skeleton 5 side of a structure formed by excavating the ground is scraped off, and a reinforcing bar 2 or stud connectors 3 are arranged. The strong side axis of the H-steel 4 buried in the soil cement column earth retaining wall 1 is directed to the direction along the soil cement column earth retaining wall 1. A shear cotter 6 is formed between the flanges of the H-steel 4 to integrate the soil cement column earth retaining wall 1 and the structure skeleton 5. The stress transfer performance between the skeleton 5 and the earth retaining wall 1 against the shearing force at the time of an earthquake can be strengthened. The yield strength against horizontal force at the time of the earthquake can be increased.
机译:要解决的问题:在地震时,通过将H型钢埋入土壤水泥中,在开挖地面形成的结构的骨架侧刮下土壤水泥,以增加抗水平力的屈服强度,并进行加固杆或双头螺栓连接器,并将结构骨架和挡土墙整合在一起。解决方案:将H型钢4埋在土壤水泥柱土挡土墙1中,刮掉通过挖土形成的结构的骨架5侧的土壤水泥,并布置钢筋2或双头螺栓连接器3 。埋在土壤水泥柱土体挡土墙1中的H型钢4的强侧轴指向沿着土壤水泥柱土体挡土墙1的方向。在H型钢4的法兰之间形成剪切开口6。从而使土壤水泥柱土体挡土墙1和结构骨架5成为一体。可以增强抗震时抗剪力的骨架5和土体挡土墙1之间的应力传递性能。可以提高地震时抵抗水平力的屈服强度。

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