Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Anti-pulling connecting structure and method for PHC pipe pile and cast-in-place bearing platform and supporting structure
The invention belongs to a supporting and connecting structure, and provides an anti-pulling connecting structure and method for a PHC pipe pile and a cast-in-place bearing platform and a supporting structure in order to solve the technical problem that an existing anti-pulling connecting structure for the PHC pipe pile and the cast-in-place bearing platform has the high requirement for the minimum thickness of the cast-in-place bearing platform, and the anti-pulling connecting structure for the PHC pipe pile and the cast-in-place bearing platform comprises an anchoring plate and a steel bar assembly, and the upper end of the PHC pipe pile extends into the cast-in-place bearing platform; the anchoring plate is connected to an end plate of the PHC pipe pile, the size of the anchoring plate is larger than that of the end plate, the steel bar assembly is installed in the cast-in-place bearing platform and arranged outside a pile body of the PHC pipe pile in a sleeving mode, and a gap is reserved between the steel bar assembly and the pile body of the PHC pipe pile.
本申请属于一种支撑连接结构，针对目前PHC管桩与现浇承台的抗拔连接结构，对现浇承台的最小厚度要求较高的技术问题，提供一种PHC管桩与现浇承台的抗拔连接结构及方法、支撑结构，包括锚固板和钢筋组件，PHC管桩上端延伸至现浇承台内部，锚固板连接于PHC管桩的端板上，且锚固板的尺寸大于端板，钢筋组件安装于现浇承台内部，钢筋组件套设于PHC管桩的桩身外部，钢筋组件与PHC管桩的桩身之间留有间隙。
Anti-pulling connecting structure and method for PHC pipe pile and cast-in-place bearing platform and supporting structure
The invention belongs to a supporting and connecting structure, and provides an anti-pulling connecting structure and method for a PHC pipe pile and a cast-in-place bearing platform and a supporting structure in order to solve the technical problem that an existing anti-pulling connecting structure for the PHC pipe pile and the cast-in-place bearing platform has the high requirement for the minimum thickness of the cast-in-place bearing platform, and the anti-pulling connecting structure for the PHC pipe pile and the cast-in-place bearing platform comprises an anchoring plate and a steel bar assembly, and the upper end of the PHC pipe pile extends into the cast-in-place bearing platform; the anchoring plate is connected to an end plate of the PHC pipe pile, the size of the anchoring plate is larger than that of the end plate, the steel bar assembly is installed in the cast-in-place bearing platform and arranged outside a pile body of the PHC pipe pile in a sleeving mode, and a gap is reserved between the steel bar assembly and the pile body of the PHC pipe pile.
本申请属于一种支撑连接结构，针对目前PHC管桩与现浇承台的抗拔连接结构，对现浇承台的最小厚度要求较高的技术问题，提供一种PHC管桩与现浇承台的抗拔连接结构及方法、支撑结构，包括锚固板和钢筋组件，PHC管桩上端延伸至现浇承台内部，锚固板连接于PHC管桩的端板上，且锚固板的尺寸大于端板，钢筋组件安装于现浇承台内部，钢筋组件套设于PHC管桩的桩身外部，钢筋组件与PHC管桩的桩身之间留有间隙。
Anti-pulling connecting structure and method for PHC pipe pile and cast-in-place bearing platform and supporting structure
一种PHC管桩与现浇承台的抗拔连接结构及方法、支撑结构
MAN YIN (Autor:in) / ZHANG HENGWU (Autor:in) / YAO ZHENYU (Autor:in) / XU CHANG (Autor:in) / YI NANJIAN (Autor:in) / JIANG LEI (Autor:in) / JIANG ZHIWEN (Autor:in) / WU XIAOZHONG (Autor:in) / GAN XING (Autor:in) / CHEN WEILIN (Autor:in)
03.12.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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