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A platform for research: civil engineering, architecture and urbanism
Arrangement algorithm when one-side stressed rebars of underground diaphragm wall adopt two rebars
The invention discloses an arrangement algorithm when one-side stressed rebars of an underground diaphragm wall adopt two rebars. The arrangement algorithm provides seven common stressed rebar arrangement modes of the two one-side stressed rebars of the underground diaphragm wall, and a stressed rebar arrangement scheme is automatically selected according to parameters such as the underground diaphragm wall thickness, the one-side maximum reinforcement section rebar area and the rebar spacing modulus. The method has the advantages that the seven standard arrangement modes of the two stressed rebars are sorted out, clear selection conditions and selection sequence suggestions are provided for all the arrangement modes according to the stress conditions of the arrangement modes, the arrangement process and result of the two one-side stressed rebars of the underground diaphragm wall are optimized and standardized, a universalized and standardized basis is provided for the arrangement modeof the stressed rebars of the underground diaphragm wall, and the design efficiency and accuracy are improved.
本发明公开了一种地下连续墙单侧受力钢筋采用两种钢筋时的排布算法，该排布算法提出了地下连续墙的单侧两种受力钢筋的七种常用的受力钢筋排布方式，并根据地下连续墙厚度、单侧最大配筋断面钢筋面积、钢筋间距模数等参数来自动选择受力钢筋布置方案。本发明的优点是：整理出了七种标准的两种受力钢筋排布方式，并对各排布方式根据其受力情况提出了明确的选择条件和选择顺位建议，优化和规范了地下连续墙的单侧两种受力钢筋的排布流程及结果，为地下连续墙的受力钢筋配置方式提供通用化、标准化的依据，提高设计效率及准确性。
Arrangement algorithm when one-side stressed rebars of underground diaphragm wall adopt two rebars
The invention discloses an arrangement algorithm when one-side stressed rebars of an underground diaphragm wall adopt two rebars. The arrangement algorithm provides seven common stressed rebar arrangement modes of the two one-side stressed rebars of the underground diaphragm wall, and a stressed rebar arrangement scheme is automatically selected according to parameters such as the underground diaphragm wall thickness, the one-side maximum reinforcement section rebar area and the rebar spacing modulus. The method has the advantages that the seven standard arrangement modes of the two stressed rebars are sorted out, clear selection conditions and selection sequence suggestions are provided for all the arrangement modes according to the stress conditions of the arrangement modes, the arrangement process and result of the two one-side stressed rebars of the underground diaphragm wall are optimized and standardized, a universalized and standardized basis is provided for the arrangement modeof the stressed rebars of the underground diaphragm wall, and the design efficiency and accuracy are improved.
本发明公开了一种地下连续墙单侧受力钢筋采用两种钢筋时的排布算法，该排布算法提出了地下连续墙的单侧两种受力钢筋的七种常用的受力钢筋排布方式，并根据地下连续墙厚度、单侧最大配筋断面钢筋面积、钢筋间距模数等参数来自动选择受力钢筋布置方案。本发明的优点是：整理出了七种标准的两种受力钢筋排布方式，并对各排布方式根据其受力情况提出了明确的选择条件和选择顺位建议，优化和规范了地下连续墙的单侧两种受力钢筋的排布流程及结果，为地下连续墙的受力钢筋配置方式提供通用化、标准化的依据，提高设计效率及准确性。
Arrangement algorithm when one-side stressed rebars of underground diaphragm wall adopt two rebars
一种地下连续墙单侧受力钢筋采用两种钢筋时的排布算法
CHEN HONG (author) / LOU JIAFEI (author) / CHEN ZHENGJIE (author) / LIU HU (author) / XI CHENGLEI (author) / JI YINGWEI (author) / YU JUNJIE (author) / LI DONGMEI (author) / LI XINXING (author)
2020-11-17
Patent
Electronic Resource
Chinese
Elsevier | 1987
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