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A platform for research: civil engineering, architecture and urbanism
Fabricated shear wall combining concrete-filled steel tube and double-sided composite wall
The invention discloses a fabricated shear wall combining a concrete-filled steel tube and a double-sided composite wall. The fabricated shear wall comprises a composite shear wall body, wherein the end of the composite shear wall body extends into a mounting groove formed by one side face of a square steel tube stand column and two protective plates, a row of studs are arranged along the side face of the square steel tube, steel bars extending transversely are arranged at the ends of two hinge plates of the composite shear wall body, the square steel tube is filled with concrete, and the space between the two protective plates and the composite shear wall body is filled with concrete. According to the fabricated shear wall, a steel-concrete combined structure with the concrete-filled steel tube as the core is innovatively provided to serve as an edge component for restraining the shear wall, and the novel structure lateral force resistance system overcomes the technical defect that a traditional reinforced concrete shear wall edge component cannot be constructed in a fabricated mode.
本发明公开了一种钢管混凝土与双面叠合墙组合的装配式剪力墙，包括叠合剪力墙，叠合剪力墙端部伸入方钢管立柱一个侧面及两片护板构成的安装槽中，沿着方钢管侧面布置一排栓钉，叠合剪力墙的两块页板端部有横向伸出的钢筋，方钢管中填充有混凝土，两片护板及叠合剪力墙之间填充有混凝土。本发明创新性地提出了以钢管混凝土为核心的钢‑混凝土组合结构作为约束剪力墙的边缘构件，该新型结构抗侧力体系，克服了传统钢筋混凝土剪力墙边缘构件无法装配式施工的技术缺陷。
Fabricated shear wall combining concrete-filled steel tube and double-sided composite wall
The invention discloses a fabricated shear wall combining a concrete-filled steel tube and a double-sided composite wall. The fabricated shear wall comprises a composite shear wall body, wherein the end of the composite shear wall body extends into a mounting groove formed by one side face of a square steel tube stand column and two protective plates, a row of studs are arranged along the side face of the square steel tube, steel bars extending transversely are arranged at the ends of two hinge plates of the composite shear wall body, the square steel tube is filled with concrete, and the space between the two protective plates and the composite shear wall body is filled with concrete. According to the fabricated shear wall, a steel-concrete combined structure with the concrete-filled steel tube as the core is innovatively provided to serve as an edge component for restraining the shear wall, and the novel structure lateral force resistance system overcomes the technical defect that a traditional reinforced concrete shear wall edge component cannot be constructed in a fabricated mode.
本发明公开了一种钢管混凝土与双面叠合墙组合的装配式剪力墙，包括叠合剪力墙，叠合剪力墙端部伸入方钢管立柱一个侧面及两片护板构成的安装槽中，沿着方钢管侧面布置一排栓钉，叠合剪力墙的两块页板端部有横向伸出的钢筋，方钢管中填充有混凝土，两片护板及叠合剪力墙之间填充有混凝土。本发明创新性地提出了以钢管混凝土为核心的钢‑混凝土组合结构作为约束剪力墙的边缘构件，该新型结构抗侧力体系，克服了传统钢筋混凝土剪力墙边缘构件无法装配式施工的技术缺陷。
Fabricated shear wall combining concrete-filled steel tube and double-sided composite wall
钢管混凝土与双面叠合墙组合的装配式剪力墙
ZHANG LIANG (author) / ZHANG FENGLIANG (author) / SU JUNFU (author) / TAN JING (author) / WU BIAN (author) / FENG LEI (author) / LUO CHENG (author) / LIU ZHIWEI (author) / ZENG ZE (author)
2021-04-20
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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