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A platform for research: civil engineering, architecture and urbanism
Concrete filled steel tube column combined shear wall and construction method
The invention discloses a concrete filled steel tube column combined shear wall and a construction method. The concrete filled steel tube column combined shear wall comprises a shear wall body, a topreinforced concrete beam and a foundation reinforced concrete beam, wherein a plurality of longitudinal bars and first stirrups are arranged in the shear wall body, second stirrups are arranged on theperipheries of the first stirrups, a plurality of concrete filled steel tube columns are arranged at the boundaries of the two sides in the shear wall body, and the concrete filled steel tube columnsare filled with concrete. Compared with a traditional reinforced concrete wall, the combined wall with the concrete filled steel tube columns as boundary elements has excellent mechanical propertiessuch as anti-seismic, pressure-bearing and deformation capabilities, is suitable for high-rise building walls, and can improve the use of high-strength concrete in the high-rise building walls; and the dispersed first stirrups are connected into a whole through the second stirrups in the shear wall body, so that the shear wall body has higher capacity of resisting the development of inclined cracks and bearing loads. The concrete filled steel tube column combined shear wall is used in the technical field of shear walls.
本发明公开了一种钢管混凝土柱组合剪力墙及施工方法，钢管混凝土柱组合剪力墙包括剪力墙本体、顶部钢筋混凝土梁和基础钢筋混凝土梁，剪力墙本体内设有若干纵筋和第一箍筋，第一箍筋的外围设有第二箍筋，剪力墙本体内的两侧边界处设有若干钢管混凝土柱，钢管混凝土柱内部填充有混凝土。以钢管混凝土柱为边界元素的组合墙体与传统钢筋混凝土墙体相比，具有优异的抗震、承压及变形能力等力学性能，适用于高层建筑墙体中，能够提高高强混凝土在高层建筑墙体中的使用，并且剪力墙本体内通过第二箍筋将分散的第一箍筋连接形成一个整体，使剪力墙本体具有更大的抵抗斜裂缝发展及承受荷载的能力，此发明用于剪力墙技术领域。
Concrete filled steel tube column combined shear wall and construction method
The invention discloses a concrete filled steel tube column combined shear wall and a construction method. The concrete filled steel tube column combined shear wall comprises a shear wall body, a topreinforced concrete beam and a foundation reinforced concrete beam, wherein a plurality of longitudinal bars and first stirrups are arranged in the shear wall body, second stirrups are arranged on theperipheries of the first stirrups, a plurality of concrete filled steel tube columns are arranged at the boundaries of the two sides in the shear wall body, and the concrete filled steel tube columnsare filled with concrete. Compared with a traditional reinforced concrete wall, the combined wall with the concrete filled steel tube columns as boundary elements has excellent mechanical propertiessuch as anti-seismic, pressure-bearing and deformation capabilities, is suitable for high-rise building walls, and can improve the use of high-strength concrete in the high-rise building walls; and the dispersed first stirrups are connected into a whole through the second stirrups in the shear wall body, so that the shear wall body has higher capacity of resisting the development of inclined cracks and bearing loads. The concrete filled steel tube column combined shear wall is used in the technical field of shear walls.
本发明公开了一种钢管混凝土柱组合剪力墙及施工方法，钢管混凝土柱组合剪力墙包括剪力墙本体、顶部钢筋混凝土梁和基础钢筋混凝土梁，剪力墙本体内设有若干纵筋和第一箍筋，第一箍筋的外围设有第二箍筋，剪力墙本体内的两侧边界处设有若干钢管混凝土柱，钢管混凝土柱内部填充有混凝土。以钢管混凝土柱为边界元素的组合墙体与传统钢筋混凝土墙体相比，具有优异的抗震、承压及变形能力等力学性能，适用于高层建筑墙体中，能够提高高强混凝土在高层建筑墙体中的使用，并且剪力墙本体内通过第二箍筋将分散的第一箍筋连接形成一个整体，使剪力墙本体具有更大的抵抗斜裂缝发展及承受荷载的能力，此发明用于剪力墙技术领域。
Concrete filled steel tube column combined shear wall and construction method
一种钢管混凝土柱组合剪力墙及施工方法
LAI MIANHENG (author) / LI CHENGWEI (author) / HE ZHENGMING (author) / WANG QING (author)
2020-06-26
Patent
Electronic Resource
Chinese
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