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Combined special-shaped column frame confined concrete shear wall structure
The invention discloses a combined special-shaped column frame confined concrete shear wall structure, and belongs to the technical field of steel-concrete combination. The structure comprises a wall body, a steel pipe concrete column is arranged at one end of the wall body, a first connecting steel plate is arranged on the steel pipe concrete column, and pi-shaped steel is arranged at the other end of the wall body; wherein the number of the first connecting steel plates is two, the two first connecting steel plates correspond to the two flanges of the pi-shaped steel respectively, and the first connecting steel plates are connected with the flanges of the pi-shaped steel through the connecting stirrups. The steel pipe concrete columns and the pi-shaped steel are arranged at the two ends of the wall body and can serve as edge restraining components, and the performance of the wall body is enhanced. Meanwhile, the two are connected through the connecting stirrups to form the PBL shear keys, so that the two can work together, the anti-seismic property of the wall body can be further improved, and therefore, the connecting structure is suitable for high-rise buildings. In addition, the concrete filled steel tubular column and the pi-shaped steel are hidden in the wall body, so that the column body is not exposed, the occupied space is small, and the indoor use space can be increased.
本发明公开了一种组合型异形柱边框约束混凝土剪力墙结构,属于钢‑混凝土组合技术领域。本发明包括墙体,所述墙体的一端设有钢管混凝土柱,且该钢管混凝土柱上设有第一连接钢板,另一端设有π型钢;其中,所述的第一连接钢板设有两个,分别与π型钢的两翼缘相对应,所述的第一连接钢板与π型钢的翼缘通过连接箍筋相连接。本发明通过在墙体的两端设置钢管混凝土柱与π型钢,可作为约束边缘构件增强了墙体的性能。同时,两者间采用连接箍筋连接形成PBL剪力键,使得二者可以共同工作,可进一步提高墙体的抗震性能,从而适用于高层建筑中。另外,通过将钢管混凝土柱与π型钢内藏于墙体中,使得柱体不外露、且占用空间小,可增加室内使用空间。
Combined special-shaped column frame confined concrete shear wall structure
The invention discloses a combined special-shaped column frame confined concrete shear wall structure, and belongs to the technical field of steel-concrete combination. The structure comprises a wall body, a steel pipe concrete column is arranged at one end of the wall body, a first connecting steel plate is arranged on the steel pipe concrete column, and pi-shaped steel is arranged at the other end of the wall body; wherein the number of the first connecting steel plates is two, the two first connecting steel plates correspond to the two flanges of the pi-shaped steel respectively, and the first connecting steel plates are connected with the flanges of the pi-shaped steel through the connecting stirrups. The steel pipe concrete columns and the pi-shaped steel are arranged at the two ends of the wall body and can serve as edge restraining components, and the performance of the wall body is enhanced. Meanwhile, the two are connected through the connecting stirrups to form the PBL shear keys, so that the two can work together, the anti-seismic property of the wall body can be further improved, and therefore, the connecting structure is suitable for high-rise buildings. In addition, the concrete filled steel tubular column and the pi-shaped steel are hidden in the wall body, so that the column body is not exposed, the occupied space is small, and the indoor use space can be increased.
本发明公开了一种组合型异形柱边框约束混凝土剪力墙结构,属于钢‑混凝土组合技术领域。本发明包括墙体,所述墙体的一端设有钢管混凝土柱,且该钢管混凝土柱上设有第一连接钢板,另一端设有π型钢;其中,所述的第一连接钢板设有两个,分别与π型钢的两翼缘相对应,所述的第一连接钢板与π型钢的翼缘通过连接箍筋相连接。本发明通过在墙体的两端设置钢管混凝土柱与π型钢,可作为约束边缘构件增强了墙体的性能。同时,两者间采用连接箍筋连接形成PBL剪力键,使得二者可以共同工作,可进一步提高墙体的抗震性能,从而适用于高层建筑中。另外,通过将钢管混凝土柱与π型钢内藏于墙体中,使得柱体不外露、且占用空间小,可增加室内使用空间。
Combined special-shaped column frame confined concrete shear wall structure
一种组合型异形柱边框约束混凝土剪力墙结构
HU YI (author) / QIAN YUANDI (author) / GONG CHAO (author) / KIM IN-JAE (author) / ZHAO MUZI (author) / DING YUNXIAO (author) / YANG YAN (author) / WANG FANGJUN (author)
2024-02-02
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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