Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel pipe column constraint assembly type prefabricated shear wall structure
The invention provides a steel pipe column constraint assembly type prefabricated shear wall structure, and relates to the technical field of assembly type buildings, the steel pipe column constraint assembly type prefabricated shear wall structure comprises prefabricated concrete and a lower-layer prefabricated shear wall, the prefabricated concrete and the lower-layer prefabricated shear wall are respectively provided with first horizontal distribution steel bars and second horizontal distribution steel bars; according to the invention, the connection between the upper-layer prefabricated shear wall and the lower-layer prefabricated shear wall is steel bar lap joint, the steel bar lap joint is visual operation, the lap joint quality can be checked and accepted before the concrete is poured, and the construction efficiency is greatly improved. The safety and reliability of the connecting joint are ensured, vertically-through cylindrical hole channels are reserved in the two ends of the prefabricated shear wall, the arranged steel pipe columns are connected through double-end studs and penetrate through the hole channels to support the wall body, and the wall body and the steel columns are restrained through limiting bolts.
本发明提供一种钢管柱约束装配式预制剪力墙结构，涉及装配式建筑技术领域，包括预制混凝土和下层预制剪力墙，所述预制混凝土和下层预制剪力墙的上分别设置有一号水平分布钢筋和二号水平分布钢筋，所述预制混凝土靠近下层预制剪力墙的一侧设置有水平现浇带，所述水平现浇带的底部设置有现浇楼板，本发明上下层预制剪力墙之间的连接为钢筋搭接，钢筋搭接为可视化操作，搭接质量可在混凝土浇筑前进行验收，确保连接节点的安全性与可靠性，预制剪力墙两端预留上下贯通的圆柱形孔道，所设置的钢管柱通过双头螺柱连接，并穿过孔道支撑墙体，墙体与钢柱之间通过限位螺栓约束。
Steel pipe column constraint assembly type prefabricated shear wall structure
The invention provides a steel pipe column constraint assembly type prefabricated shear wall structure, and relates to the technical field of assembly type buildings, the steel pipe column constraint assembly type prefabricated shear wall structure comprises prefabricated concrete and a lower-layer prefabricated shear wall, the prefabricated concrete and the lower-layer prefabricated shear wall are respectively provided with first horizontal distribution steel bars and second horizontal distribution steel bars; according to the invention, the connection between the upper-layer prefabricated shear wall and the lower-layer prefabricated shear wall is steel bar lap joint, the steel bar lap joint is visual operation, the lap joint quality can be checked and accepted before the concrete is poured, and the construction efficiency is greatly improved. The safety and reliability of the connecting joint are ensured, vertically-through cylindrical hole channels are reserved in the two ends of the prefabricated shear wall, the arranged steel pipe columns are connected through double-end studs and penetrate through the hole channels to support the wall body, and the wall body and the steel columns are restrained through limiting bolts.
本发明提供一种钢管柱约束装配式预制剪力墙结构，涉及装配式建筑技术领域，包括预制混凝土和下层预制剪力墙，所述预制混凝土和下层预制剪力墙的上分别设置有一号水平分布钢筋和二号水平分布钢筋，所述预制混凝土靠近下层预制剪力墙的一侧设置有水平现浇带，所述水平现浇带的底部设置有现浇楼板，本发明上下层预制剪力墙之间的连接为钢筋搭接，钢筋搭接为可视化操作，搭接质量可在混凝土浇筑前进行验收，确保连接节点的安全性与可靠性，预制剪力墙两端预留上下贯通的圆柱形孔道，所设置的钢管柱通过双头螺柱连接，并穿过孔道支撑墙体，墙体与钢柱之间通过限位螺栓约束。
Steel pipe column constraint assembly type prefabricated shear wall structure
一种钢管柱约束装配式预制剪力墙结构
ZHENG SHA (Autor:in) / DENG CHANGFU (Autor:in) / LI SONG (Autor:in) / LIAO CONG (Autor:in) / LIU RUI (Autor:in) / XU GUICHUAN (Autor:in) / BIAN YUMIN (Autor:in) / CHEN HUANGYONG (Autor:in) / WU TAO (Autor:in) / ZHANG HAILONG (Autor:in)
31.01.2023
Patent
Elektronische Ressource
Chinesisch
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