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Hollow multi-layer steel-concrete combined corrugated steel plate shear wall structure
The invention relates to a hollow multi-layer steel-concrete combined corrugated steel plate shear wall structure, and belongs to the technical field of building structures. Comprising a shear wall system, a steel-concrete combination column and H-shaped steel, the left end and the right end of the shear wall system are connected with the outer side of the H-shaped steel through high-strength bolts, the steel-concrete combination column is connected with the inner side of the H-shaped steel through high-strength bolts, and the shear wall system and the steel-concrete combination column are connected and fixed through the H-shaped steel to form an integral shear wall structure; the shear wall system is composed of multiple layers of isolation structures, a cavity is formed in the shear wall system, the self weight of the structure can be effectively reduced, and good heat preservation, sound insulation and fireproof performance is achieved; corrugated steel plates are adopted in the shear wall structure, and the waveform of the steel plates is sine waves, so that the flexural rigidity of the steel plates in the strong axis direction is increased, component deformation and geometric initial defects are not prone to being generated, and the overall rigidity and ultimate bearing capacity of the structure are improved. And the lateral force resistance and the shock absorption and energy dissipation performance of the structure are enhanced, and a hysteretic curve is fuller.
本发明涉及一种空心多层钢混组合波纹钢板剪力墙结构,属于建筑结构技术领域;包括剪力墙体系、钢‑混组合柱和H型钢,所述剪力墙体系左右两端通过高强螺栓与所述H型钢外侧连接,所述钢‑混组合柱通过高强螺栓与所述H型钢内侧连接,所述H型钢连接固定所述剪力墙体系和所述钢‑混组合柱,形成整体剪力墙结构;剪力墙体系由多层隔离结构组成,且内部形成空腔,不但能有效减轻结构自重,而且具有良好的保温、隔声、防火性能;剪力墙结构内部采用波纹钢板,钢板波形为正弦波,使得钢板强轴方向的抗弯刚度增加,不易产生构件变形和几何初始缺陷,提高结构整体刚度和极限承载力;且增强结构抗侧力、减震耗能性能,滞回曲线也更加饱满。
Hollow multi-layer steel-concrete combined corrugated steel plate shear wall structure
The invention relates to a hollow multi-layer steel-concrete combined corrugated steel plate shear wall structure, and belongs to the technical field of building structures. Comprising a shear wall system, a steel-concrete combination column and H-shaped steel, the left end and the right end of the shear wall system are connected with the outer side of the H-shaped steel through high-strength bolts, the steel-concrete combination column is connected with the inner side of the H-shaped steel through high-strength bolts, and the shear wall system and the steel-concrete combination column are connected and fixed through the H-shaped steel to form an integral shear wall structure; the shear wall system is composed of multiple layers of isolation structures, a cavity is formed in the shear wall system, the self weight of the structure can be effectively reduced, and good heat preservation, sound insulation and fireproof performance is achieved; corrugated steel plates are adopted in the shear wall structure, and the waveform of the steel plates is sine waves, so that the flexural rigidity of the steel plates in the strong axis direction is increased, component deformation and geometric initial defects are not prone to being generated, and the overall rigidity and ultimate bearing capacity of the structure are improved. And the lateral force resistance and the shock absorption and energy dissipation performance of the structure are enhanced, and a hysteretic curve is fuller.
本发明涉及一种空心多层钢混组合波纹钢板剪力墙结构,属于建筑结构技术领域;包括剪力墙体系、钢‑混组合柱和H型钢,所述剪力墙体系左右两端通过高强螺栓与所述H型钢外侧连接,所述钢‑混组合柱通过高强螺栓与所述H型钢内侧连接,所述H型钢连接固定所述剪力墙体系和所述钢‑混组合柱,形成整体剪力墙结构;剪力墙体系由多层隔离结构组成,且内部形成空腔,不但能有效减轻结构自重,而且具有良好的保温、隔声、防火性能;剪力墙结构内部采用波纹钢板,钢板波形为正弦波,使得钢板强轴方向的抗弯刚度增加,不易产生构件变形和几何初始缺陷,提高结构整体刚度和极限承载力;且增强结构抗侧力、减震耗能性能,滞回曲线也更加饱满。
Hollow multi-layer steel-concrete combined corrugated steel plate shear wall structure
一种空心多层钢混组合波纹钢板剪力墙结构
PAN JIAHUI (Autor:in) / LUO XIANLIANG (Autor:in) / LI XUETONG (Autor:in) / ZHANG XIAOYONG (Autor:in) / CHEN YU (Autor:in) / WANG JIADONG (Autor:in) / WANG MIN (Autor:in) / DENG YANHANG (Autor:in) / WU BOPING (Autor:in) / YE LIPING (Autor:in)
26.05.2023
Patent
Elektronische Ressource
Chinesisch
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