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Basement retaining wall design method considering root elastic constraint
The invention belongs to the field of constructional engineering, and relates to a basement retaining wall design method considering root elastic constraint, which comprises a retaining wall, and a middle basement floor and a top basement floor which are arranged on one side of the retaining wall, and the other side of the retaining wall is provided with external rock or filled earth; the top of the external rock or filling soil is an external ground, and the top of the top basement floor is an indoor ground; the retaining wall is fixedly connected or hinged to a retaining wall foundation below the retaining wall build-in height, meanwhile, by simulating the constraint condition of the root of the actual retaining wall, the calculation mode simulates elastic constraint between fixed connection and hinge connection, calculation is assumed to be closer to design, and therefore the design of the retaining wall of a basement is safer.
本发明属于建筑工程领域,涉及考虑根部弹性约束的地下室挡墙设计方法,包括挡墙,以及设置在挡墙一侧的中部地下室楼板与顶部地下室楼板,该挡墙另一侧为外部岩石或填土;外部岩石或填土顶部为外部地面,顶部地下室楼板顶部为室内地面;该挡墙固接或铰接有挡墙嵌固高度下的挡墙基础,同时本发明通过模拟实际挡墙根部的约束情况,该计算方式模拟介于固接和铰接之间的弹性约束,使得计算假定于设计更接近,从而地下室的挡墙设计更为安全。
Basement retaining wall design method considering root elastic constraint
The invention belongs to the field of constructional engineering, and relates to a basement retaining wall design method considering root elastic constraint, which comprises a retaining wall, and a middle basement floor and a top basement floor which are arranged on one side of the retaining wall, and the other side of the retaining wall is provided with external rock or filled earth; the top of the external rock or filling soil is an external ground, and the top of the top basement floor is an indoor ground; the retaining wall is fixedly connected or hinged to a retaining wall foundation below the retaining wall build-in height, meanwhile, by simulating the constraint condition of the root of the actual retaining wall, the calculation mode simulates elastic constraint between fixed connection and hinge connection, calculation is assumed to be closer to design, and therefore the design of the retaining wall of a basement is safer.
本发明属于建筑工程领域,涉及考虑根部弹性约束的地下室挡墙设计方法,包括挡墙,以及设置在挡墙一侧的中部地下室楼板与顶部地下室楼板,该挡墙另一侧为外部岩石或填土;外部岩石或填土顶部为外部地面,顶部地下室楼板顶部为室内地面;该挡墙固接或铰接有挡墙嵌固高度下的挡墙基础,同时本发明通过模拟实际挡墙根部的约束情况,该计算方式模拟介于固接和铰接之间的弹性约束,使得计算假定于设计更接近,从而地下室的挡墙设计更为安全。
Basement retaining wall design method considering root elastic constraint
考虑根部弹性约束的地下室挡墙设计方法
BAO HONGYU (author) / LAI WUQING (author) / LIU BOWEI (author) / REN YING (author) / LIU ZHILING (author) / ZHANG GUOYIN (author) / ZHANG YU (author)
2024-07-16
Patent
Electronic Resource
Chinese
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