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Connecting structure of shear wall and concrete filled steel tubular column
The invention provides a shear wall and concrete filled steel tubular column connecting structure, and belongs to the technical field of building structures. The structure comprises a shear wall and a steel pipe concrete column with the outer side wrapped with a steel pipe, a plurality of transverse horizontal steel bars are evenly arranged on the two sides of the interior of the shear wall at intervals from bottom to top, connecting batten plates are arranged on the two sides of the connecting position of the steel pipe and the shear wall, and the horizontal steel bars are connected with the connecting batten plates and the surface of the steel pipe in a welded mode. Bending tie bars are vertically arranged at the connecting positions of the middle of the interior of the shear wall and the steel pipes, the bending tie bars are connected with the steel pipes in a welded mode, and stiffening ribs are vertically arranged in the steel pipes corresponding to the connecting batten plates, the cooperative work performance of the reinforced concrete shear wall and the steel pipe concrete column is effectively improved, the connecting structure is reliable, the force transmission path is simple, and construction is convenient.
本发明提供一种剪力墙与钢管混凝土柱连接结构,属于建筑结构技术领域。本发明包括剪力墙和外侧包覆设置有钢管的钢管混凝土柱,剪力墙内部两侧从下至下均匀间隔设置若干根横向的水平钢筋,钢管与剪力墙连接处两侧设置连接缀板,水平钢筋与连接缀板和钢管表面焊接连接,剪力墙内部中间与钢管连接处竖向设置有弯折拉结筋,弯折拉结筋与钢管焊接连接,钢管内部对应连接缀板竖向设置有加劲肋,本发明有效提高了钢筋混凝土剪力墙与钢管混凝土柱的协同工作性能,连接结构可靠、传力路径简洁,便于施工。
Connecting structure of shear wall and concrete filled steel tubular column
The invention provides a shear wall and concrete filled steel tubular column connecting structure, and belongs to the technical field of building structures. The structure comprises a shear wall and a steel pipe concrete column with the outer side wrapped with a steel pipe, a plurality of transverse horizontal steel bars are evenly arranged on the two sides of the interior of the shear wall at intervals from bottom to top, connecting batten plates are arranged on the two sides of the connecting position of the steel pipe and the shear wall, and the horizontal steel bars are connected with the connecting batten plates and the surface of the steel pipe in a welded mode. Bending tie bars are vertically arranged at the connecting positions of the middle of the interior of the shear wall and the steel pipes, the bending tie bars are connected with the steel pipes in a welded mode, and stiffening ribs are vertically arranged in the steel pipes corresponding to the connecting batten plates, the cooperative work performance of the reinforced concrete shear wall and the steel pipe concrete column is effectively improved, the connecting structure is reliable, the force transmission path is simple, and construction is convenient.
本发明提供一种剪力墙与钢管混凝土柱连接结构,属于建筑结构技术领域。本发明包括剪力墙和外侧包覆设置有钢管的钢管混凝土柱,剪力墙内部两侧从下至下均匀间隔设置若干根横向的水平钢筋,钢管与剪力墙连接处两侧设置连接缀板,水平钢筋与连接缀板和钢管表面焊接连接,剪力墙内部中间与钢管连接处竖向设置有弯折拉结筋,弯折拉结筋与钢管焊接连接,钢管内部对应连接缀板竖向设置有加劲肋,本发明有效提高了钢筋混凝土剪力墙与钢管混凝土柱的协同工作性能,连接结构可靠、传力路径简洁,便于施工。
Connecting structure of shear wall and concrete filled steel tubular column
一种剪力墙与钢管混凝土柱连接结构
JIN HUAIYIN (author)
2023-08-11
Patent
Electronic Resource
Chinese
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