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A platform for research: civil engineering, architecture and urbanism
Vertical splicing structure of steel plate concrete shear wall for ultra-high-rise building
The invention discloses a vertical splicing structure of a steel plate concrete shear wall for an ultra-high-rise building. The structure comprises a steel plate concrete shear wall body, transverse reinforcing ribs and longitudinal reinforcing ribs, the transverse reinforcing ribs are arranged in the steel plate concrete shear wall body, the longitudinal reinforcing ribs are arranged on the outersides of the transverse reinforcing ribs, and the longitudinal reinforcing ribs and the transverse reinforcing ribs are vertically staggered. Connecting steel plates are arranged at the upper and lower ends of the steel plate concrete shear wall body, positioning heads are installed at the outer ends of the connecting steel plates, fixing blocks are arranged on the rear sides of the connecting steel plates, and first rubber cushions are arranged on the upper and lower surfaces of the steel plate concrete shear wall body. The vertical splicing structure of the steel plate concrete shear wall for the ultra-high-rise building is provided with the positioning heads, sliding films and clamping blocks, when the wall body is spliced, the connecting steel plates can be fixed through clamping between the positioning heads and the clamping blocks, the splicing speed is increased, and the use convenience of the device is improved.
本发明公开了一种超高层建筑用钢板混凝土剪力墙竖向拼接结构，包括钢板混凝土剪力墙主体、横向加强筋和纵向加强筋，所述钢板混凝土剪力墙主体的内部设置有横向加强筋，且横向加强筋的外侧设置有纵向加强筋，并且纵向加强筋和横向加强筋呈垂直交错状设置，所述钢板混凝土剪力墙主体的上下两端均设置有连接钢板，且连接钢板的外端安装有定位头，并且连接钢板的后侧设置有固定块，所述钢板混凝土剪力墙主体的上下表面均设置有第一橡胶软垫。该超高层建筑用钢板混凝土剪力墙竖向拼接结构设置有定位头、滑膜和卡块，在对墙体进行拼接时可通过定位头和卡块之间的卡合对连接钢板进行固定，提高拼接的速度，增加装置的使用便捷性。
Vertical splicing structure of steel plate concrete shear wall for ultra-high-rise building
The invention discloses a vertical splicing structure of a steel plate concrete shear wall for an ultra-high-rise building. The structure comprises a steel plate concrete shear wall body, transverse reinforcing ribs and longitudinal reinforcing ribs, the transverse reinforcing ribs are arranged in the steel plate concrete shear wall body, the longitudinal reinforcing ribs are arranged on the outersides of the transverse reinforcing ribs, and the longitudinal reinforcing ribs and the transverse reinforcing ribs are vertically staggered. Connecting steel plates are arranged at the upper and lower ends of the steel plate concrete shear wall body, positioning heads are installed at the outer ends of the connecting steel plates, fixing blocks are arranged on the rear sides of the connecting steel plates, and first rubber cushions are arranged on the upper and lower surfaces of the steel plate concrete shear wall body. The vertical splicing structure of the steel plate concrete shear wall for the ultra-high-rise building is provided with the positioning heads, sliding films and clamping blocks, when the wall body is spliced, the connecting steel plates can be fixed through clamping between the positioning heads and the clamping blocks, the splicing speed is increased, and the use convenience of the device is improved.
本发明公开了一种超高层建筑用钢板混凝土剪力墙竖向拼接结构，包括钢板混凝土剪力墙主体、横向加强筋和纵向加强筋，所述钢板混凝土剪力墙主体的内部设置有横向加强筋，且横向加强筋的外侧设置有纵向加强筋，并且纵向加强筋和横向加强筋呈垂直交错状设置，所述钢板混凝土剪力墙主体的上下两端均设置有连接钢板，且连接钢板的外端安装有定位头，并且连接钢板的后侧设置有固定块，所述钢板混凝土剪力墙主体的上下表面均设置有第一橡胶软垫。该超高层建筑用钢板混凝土剪力墙竖向拼接结构设置有定位头、滑膜和卡块，在对墙体进行拼接时可通过定位头和卡块之间的卡合对连接钢板进行固定，提高拼接的速度，增加装置的使用便捷性。
Vertical splicing structure of steel plate concrete shear wall for ultra-high-rise building
一种超高层建筑用钢板混凝土剪力墙竖向拼接结构
JIANG DONGYUN (author) / CONG HAIHU (author) / SUN ZESHU (author)
2020-05-19
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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