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A platform for research: civil engineering, architecture and urbanism
PEC steel plate shear wall structure with discontinuous steel plates and longitudinal connection method
The invention relates to a PEC steel plate shear wall structure with discontinuous steel plates and a longitudinal connection method, the PEC steel plate shear wall structure comprises a plurality of steel skeletons arranged at intervals and concrete wrapping the steel skeletons, the steel skeletons are made of section steel with symmetrical section shapes, and the steel skeletons are provided with flanges and webs which are connected in a crossed mode; flanges on the two sides of webs of the adjacent steel frameworks are fixedly connected through a plurality of stirrups arranged at intervals, the webs of the adjacent steel frameworks are fixedly connected through web steel bars, and longitudinal steel bars are arranged on the two sides of the webs between the adjacent steel frameworks. The internal steel frameworks are arranged at intervals, a full-length pouring channel is reserved for concrete pouring, it can be guaranteed that concrete poured on the upper portion rapidly flows into the space of the lower cavity, the pouring speed is increased, meanwhile, the integrity of the steel frameworks is guaranteed, the adjacent steel frameworks are connected through web steel bars, a truss structure is formed, the bearing capacity is high, and construction is convenient. The steel framework is formed through one-time pouring without turning over, the steel consumption of the whole steel framework is reduced, the weight is reduced, and the economic performance is superior.
本发明涉及一种钢板不连续的PEC钢板剪力墙结构及纵向连接方法，包括多个间隔布设的钢骨架以及包覆钢骨架的混凝土，钢骨架采用截面形状对称的型钢，钢骨架具有相交连接的翼缘和腹板，相邻钢骨架腹板两侧的翼缘之间通过多个间隔布设的箍筋固定连接，相邻钢骨架的腹板之间通过腹板钢筋固定连接，相邻钢骨架之间的腹板两侧设置纵向钢筋。本发明内部的钢骨架间隔布设，为混凝土的浇筑留出了通长的浇筑通道，可保证上部浇筑的混凝土快速流到下腔空间，提高浇筑速度，同时保证钢骨架间的整体性，相邻钢骨架之间通过腹板钢筋相连，形成桁架结构，承载能力强，本发明无需翻面一次浇筑成型，钢骨架整体的用钢量节省且重量降低，经济性能具有优势。
PEC steel plate shear wall structure with discontinuous steel plates and longitudinal connection method
The invention relates to a PEC steel plate shear wall structure with discontinuous steel plates and a longitudinal connection method, the PEC steel plate shear wall structure comprises a plurality of steel skeletons arranged at intervals and concrete wrapping the steel skeletons, the steel skeletons are made of section steel with symmetrical section shapes, and the steel skeletons are provided with flanges and webs which are connected in a crossed mode; flanges on the two sides of webs of the adjacent steel frameworks are fixedly connected through a plurality of stirrups arranged at intervals, the webs of the adjacent steel frameworks are fixedly connected through web steel bars, and longitudinal steel bars are arranged on the two sides of the webs between the adjacent steel frameworks. The internal steel frameworks are arranged at intervals, a full-length pouring channel is reserved for concrete pouring, it can be guaranteed that concrete poured on the upper portion rapidly flows into the space of the lower cavity, the pouring speed is increased, meanwhile, the integrity of the steel frameworks is guaranteed, the adjacent steel frameworks are connected through web steel bars, a truss structure is formed, the bearing capacity is high, and construction is convenient. The steel framework is formed through one-time pouring without turning over, the steel consumption of the whole steel framework is reduced, the weight is reduced, and the economic performance is superior.
本发明涉及一种钢板不连续的PEC钢板剪力墙结构及纵向连接方法，包括多个间隔布设的钢骨架以及包覆钢骨架的混凝土，钢骨架采用截面形状对称的型钢，钢骨架具有相交连接的翼缘和腹板，相邻钢骨架腹板两侧的翼缘之间通过多个间隔布设的箍筋固定连接，相邻钢骨架的腹板之间通过腹板钢筋固定连接，相邻钢骨架之间的腹板两侧设置纵向钢筋。本发明内部的钢骨架间隔布设，为混凝土的浇筑留出了通长的浇筑通道，可保证上部浇筑的混凝土快速流到下腔空间，提高浇筑速度，同时保证钢骨架间的整体性，相邻钢骨架之间通过腹板钢筋相连，形成桁架结构，承载能力强，本发明无需翻面一次浇筑成型，钢骨架整体的用钢量节省且重量降低，经济性能具有优势。
PEC steel plate shear wall structure with discontinuous steel plates and longitudinal connection method
一种钢板不连续的PEC钢板剪力墙结构及纵向连接方法
GUO DEWANG (author) / YOO HWAN-KYUNG (author) / BIAN XIAOFANG (author) / SHI YUANQIANG (author) / XU HAIQIN (author) / REN QIANG (author) / WEI LINGFENG (author) / WU GUOWEI (author) / ZHENG YU (author) / LI WEN (author)
2024-07-30
Patent
Electronic Resource
Chinese
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