Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated concrete shear wall vertical connection joint and construction method
The invention provides an assembly type concrete shear wall vertical connecting joint which is used for connecting an upper shear wall and a lower shear wall, the upper shear wall and the lower shear wall are oppositely arranged up and down, the assembly type concrete shear wall vertical connecting joint comprises first box-shaped steel, second box-shaped steel, first T-shaped steel and second T-shaped steel, the first box-shaped steel is arranged at the bottom of the upper shear wall, and the second box-shaped steel is arranged at the bottom of the lower shear wall. The first T-shaped steel is arranged at the top of the lower shear wall, the second T-shaped steel is arranged at the top of the lower shear wall, a flange of the first T-shaped steel and a flange of the second T-shaped steel are oppositely arranged and connected, the web end of the first T-shaped steel is connected with the first box-shaped steel, and the end of the second T-shaped steel is connected with the second box-shaped steel. The invention further provides a construction method of the fabricated concrete shear wall vertical connection joint. The construction error of the connecting joint is reduced, the construction procedure is simplified, the construction speed is increased, and convenience is brought to follow-up structure construction.
本发明提供了一种装配式混凝土剪力墙竖向连接节点，用于上剪力墙和下剪力墙的连接，所述上剪力墙和所述下剪力墙上下相对设置，包括第一箱型钢、第二箱型钢、第一T型钢、第二T型钢，所述第一箱型钢设于所述上剪力墙的底部，所述第二箱型钢设于所述下剪力墙的顶部，所述第一T型钢的翼缘与所述第二T型钢的翼缘相对设置并连接，所述第一T型钢的腹板端部与所述第一箱型钢连接，所述第二T型钢的端部与所述第二箱型钢连接。本发明还提供了装配式混凝土剪力墙竖向连接节点的施工方法。本发明减小了连接节点的施工误差，简化了施工工序，提高了施工速度，为后续结构施工带来方便。
Fabricated concrete shear wall vertical connection joint and construction method
The invention provides an assembly type concrete shear wall vertical connecting joint which is used for connecting an upper shear wall and a lower shear wall, the upper shear wall and the lower shear wall are oppositely arranged up and down, the assembly type concrete shear wall vertical connecting joint comprises first box-shaped steel, second box-shaped steel, first T-shaped steel and second T-shaped steel, the first box-shaped steel is arranged at the bottom of the upper shear wall, and the second box-shaped steel is arranged at the bottom of the lower shear wall. The first T-shaped steel is arranged at the top of the lower shear wall, the second T-shaped steel is arranged at the top of the lower shear wall, a flange of the first T-shaped steel and a flange of the second T-shaped steel are oppositely arranged and connected, the web end of the first T-shaped steel is connected with the first box-shaped steel, and the end of the second T-shaped steel is connected with the second box-shaped steel. The invention further provides a construction method of the fabricated concrete shear wall vertical connection joint. The construction error of the connecting joint is reduced, the construction procedure is simplified, the construction speed is increased, and convenience is brought to follow-up structure construction.
本发明提供了一种装配式混凝土剪力墙竖向连接节点，用于上剪力墙和下剪力墙的连接，所述上剪力墙和所述下剪力墙上下相对设置，包括第一箱型钢、第二箱型钢、第一T型钢、第二T型钢，所述第一箱型钢设于所述上剪力墙的底部，所述第二箱型钢设于所述下剪力墙的顶部，所述第一T型钢的翼缘与所述第二T型钢的翼缘相对设置并连接，所述第一T型钢的腹板端部与所述第一箱型钢连接，所述第二T型钢的端部与所述第二箱型钢连接。本发明还提供了装配式混凝土剪力墙竖向连接节点的施工方法。本发明减小了连接节点的施工误差，简化了施工工序，提高了施工速度，为后续结构施工带来方便。
Fabricated concrete shear wall vertical connection joint and construction method
一种装配式混凝土剪力墙竖向连接节点及施工方法
WU ZHIPING (Autor:in) / LI YAN (Autor:in) / HU DAZHU (Autor:in) / ZHAO ZHICHAO (Autor:in) / ZHAO JUAN (Autor:in)
12.04.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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