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A platform for research: civil engineering, architecture and urbanism
Steel plate shear wall corner structure and construction method thereof
The invention relates to the field of reinforced concrete shear walls, in particular to a steel plate shear wall corner structure which comprises transfer beam steel bars bound in a criss-cross mode, wherein fixed steel plates are arranged above the transfer beam steel bars, and the fixed steel plates are fixedly mounted above the transfer beam steel bars through studs arranged below the fixed steel plates. The fixed steel plates are evenly distributed above the transfer beam steel bars at equal intervals, the shear wall steel bars are fixedly mounted and bound through the fixing steel plates, and when concrete is poured, the fixed steel plates are poured into the shear wall steel bars; and the invention further discloses a construction method thereof. The technical problems that in a concrete structure with a conversion layer, an upper shear wall of the conversion layer is insufficient in shear resistance, the thickness of the shear wall cannot be increased due to various reasons, and steel plate shear wall column feet are difficult to anchor are solved.
本发明涉及钢筋混凝土剪力墙领域，具体是涉及一种钢板剪力墙墙角结构，包括：纵横交错绑扎的转换梁钢筋，转换梁钢筋上方设置有固定钢板，固定钢板通过设置在固定钢板下方的栓钉固定安装在转换梁钢筋上方，固定钢板等间距均匀分布在转换梁钢筋的上方，剪力墙钢筋通过固定钢板进行固定安装和绑扎钢筋，浇筑混凝土时，固定钢板浇筑在剪力墙钢筋内部；还公开了其施工方法。本发明解决了带转换层的混凝土结构中转换层上剪力墙抗剪不足，剪力墙厚度因各种原因无法加厚且钢板剪力墙柱脚难以锚固的技术问题。
Steel plate shear wall corner structure and construction method thereof
The invention relates to the field of reinforced concrete shear walls, in particular to a steel plate shear wall corner structure which comprises transfer beam steel bars bound in a criss-cross mode, wherein fixed steel plates are arranged above the transfer beam steel bars, and the fixed steel plates are fixedly mounted above the transfer beam steel bars through studs arranged below the fixed steel plates. The fixed steel plates are evenly distributed above the transfer beam steel bars at equal intervals, the shear wall steel bars are fixedly mounted and bound through the fixing steel plates, and when concrete is poured, the fixed steel plates are poured into the shear wall steel bars; and the invention further discloses a construction method thereof. The technical problems that in a concrete structure with a conversion layer, an upper shear wall of the conversion layer is insufficient in shear resistance, the thickness of the shear wall cannot be increased due to various reasons, and steel plate shear wall column feet are difficult to anchor are solved.
本发明涉及钢筋混凝土剪力墙领域，具体是涉及一种钢板剪力墙墙角结构，包括：纵横交错绑扎的转换梁钢筋，转换梁钢筋上方设置有固定钢板，固定钢板通过设置在固定钢板下方的栓钉固定安装在转换梁钢筋上方，固定钢板等间距均匀分布在转换梁钢筋的上方，剪力墙钢筋通过固定钢板进行固定安装和绑扎钢筋，浇筑混凝土时，固定钢板浇筑在剪力墙钢筋内部；还公开了其施工方法。本发明解决了带转换层的混凝土结构中转换层上剪力墙抗剪不足，剪力墙厚度因各种原因无法加厚且钢板剪力墙柱脚难以锚固的技术问题。
Steel plate shear wall corner structure and construction method thereof
一种钢板剪力墙墙角结构及其施工方法
ZHANG WENHUI (author) / LIU YUEXING (author)
2021-12-07
Patent
Electronic Resource
Chinese
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