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A platform for research: civil engineering, architecture and urbanism
Core tube steel plate shear wall structure and construction method thereof
The invention discloses a core tube steel plate shear wall structure and a construction method thereof.The core tube steel plate shear wall structure comprises a steel rib and reinforcing steel bar claws, the steel rib comprises a core steel plate, a plurality of tension plates and reinforcing steel bar claws, the tension plates are arranged at intervals in the horizontal direction and are arranged in the vertical direction, the tension plates are provided with first ends and second ends which are opposite, the first ends of the tension plates are connected to the front face, and the second ends of the tension plates are connected to the back face; connecting plates are connected between the multiple tension plates, the steel bar claw comprises a plurality of anchoring steel bars, the anchoring steel bars are detachably installed on the back face, and the positions of the anchoring steel bars correspond to the positions of the tension plates; the steel rib is coated with the concrete; the panel is embedded in the surface of the concrete layer and is connected to the second ends of the multiple tension plates; the bearing plate is used for being connected with the horizontal support and is connected to the outer side of the panel, and an inclined supporting plate is connected between the bottom of the bearing plate and the panel. The problem that when the horizontal support is arranged on the outer side of the core tube of the super high-rise building, the embedded part of the horizontal support is difficult to span the steel plate shear wall in the core tube is solved.
本发明公开了一种核心筒钢板剪力墙结构及其施工方法，包括：钢骨，包括核心钢板、多块受拉板和钢筋爪，多块受拉板沿水平方向间隔设置，受拉板沿竖直方向设置，受拉板具有相对的第一端和第二端，多块受拉板的第一端连接于正面，多块受拉板之间连接有连系板，钢筋爪包括多根锚固钢筋，锚固钢筋可拆卸地安装于背面，锚固钢筋的位置与受拉板的位置相对应；混凝土，包覆于钢骨；面板，嵌设于混凝土层的表面中且连接于多块受拉板的第二端；用于连接水平支撑的支承板，支承板连接于面板的外侧，支承板的底部与面板之间连接有斜撑板。本发明解决了在超高层的核心筒的外侧布置水平支撑时，水平支撑的埋件较难以跨越核心筒内钢板剪力墙的问题。
Core tube steel plate shear wall structure and construction method thereof
The invention discloses a core tube steel plate shear wall structure and a construction method thereof.The core tube steel plate shear wall structure comprises a steel rib and reinforcing steel bar claws, the steel rib comprises a core steel plate, a plurality of tension plates and reinforcing steel bar claws, the tension plates are arranged at intervals in the horizontal direction and are arranged in the vertical direction, the tension plates are provided with first ends and second ends which are opposite, the first ends of the tension plates are connected to the front face, and the second ends of the tension plates are connected to the back face; connecting plates are connected between the multiple tension plates, the steel bar claw comprises a plurality of anchoring steel bars, the anchoring steel bars are detachably installed on the back face, and the positions of the anchoring steel bars correspond to the positions of the tension plates; the steel rib is coated with the concrete; the panel is embedded in the surface of the concrete layer and is connected to the second ends of the multiple tension plates; the bearing plate is used for being connected with the horizontal support and is connected to the outer side of the panel, and an inclined supporting plate is connected between the bottom of the bearing plate and the panel. The problem that when the horizontal support is arranged on the outer side of the core tube of the super high-rise building, the embedded part of the horizontal support is difficult to span the steel plate shear wall in the core tube is solved.
本发明公开了一种核心筒钢板剪力墙结构及其施工方法，包括：钢骨，包括核心钢板、多块受拉板和钢筋爪，多块受拉板沿水平方向间隔设置，受拉板沿竖直方向设置，受拉板具有相对的第一端和第二端，多块受拉板的第一端连接于正面，多块受拉板之间连接有连系板，钢筋爪包括多根锚固钢筋，锚固钢筋可拆卸地安装于背面，锚固钢筋的位置与受拉板的位置相对应；混凝土，包覆于钢骨；面板，嵌设于混凝土层的表面中且连接于多块受拉板的第二端；用于连接水平支撑的支承板，支承板连接于面板的外侧，支承板的底部与面板之间连接有斜撑板。本发明解决了在超高层的核心筒的外侧布置水平支撑时，水平支撑的埋件较难以跨越核心筒内钢板剪力墙的问题。
Core tube steel plate shear wall structure and construction method thereof
核心筒钢板剪力墙结构及其施工方法
WANG LEI (author) / ZHANG XIANG (author) / TANG SIXIN (author) / LI SHANWEN (author) / LUO JIANPING (author) / WANG DEMING (author) / HENG CHENGYU (author)
2023-06-02
Patent
Electronic Resource
Chinese
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