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Buckling-restrained shear wall structure
The invention provides a buckling-restrained shear wall structure, and relates to the technical field of buildings, the buckling-restrained shear wall structure comprises a supporting structure, a frame structure, an energy consumption structure and a constraint structure, the frame structure is detachably connected with the supporting structure, and a first hollow area, a second hollow area and a third hollow area which are relatively independent are formed in the frame structure; the energy consumption structure is arranged in the second hollow area and comprises at least one energy consumption plate body detachably connected with the frame structure; the restraining structure comprises a first inner plate laid in the first hollowed-out area and a second inner plate laid in the third hollowed-out area, and a first reinforcing structure is arranged on the first inner plate and/or the second inner plate. Through cooperation of the energy dissipation structure and the constraint structure, the purpose of two-stage energy dissipation is achieved under the condition that buckling of the shear wall is avoided, the problems that a traditional steel plate shear wall is prone to buckling outside a plane, low in buckling load, insufficient in energy dissipation capacity and the like are solved, meanwhile, the assembly efficiency is improved, material losses are reduced, and the maintenance cost is reduced.
本发明提供了一种防屈曲剪力墙结构,涉及建筑技术领域,包括支撑结构、框架结构、耗能结构和约束结构,框架结构可拆卸地连接支撑结构,框架结构形成有相对独立的第一镂空区、第二镂空区和第三镂空区;耗能结构设置在第二镂空区中,耗能结构包括可拆卸地连接框架结构的至少一个耗能板体;约束结构包括铺设在第一镂空区中的第一内板、以及铺设在第三镂空区中的第二内板,第一内板和/或第二内板上设有第一加强结构。本发明通过耗能结构和约束结构相配合,在避免剪力墙屈曲的情况下实现了两阶段耗能的目标,解决了传统钢板剪力墙平面外易屈曲、屈曲荷载较低、耗能能力不足等问题,同时提升了装配效率、降低材料损耗、减少维修成本。
Buckling-restrained shear wall structure
The invention provides a buckling-restrained shear wall structure, and relates to the technical field of buildings, the buckling-restrained shear wall structure comprises a supporting structure, a frame structure, an energy consumption structure and a constraint structure, the frame structure is detachably connected with the supporting structure, and a first hollow area, a second hollow area and a third hollow area which are relatively independent are formed in the frame structure; the energy consumption structure is arranged in the second hollow area and comprises at least one energy consumption plate body detachably connected with the frame structure; the restraining structure comprises a first inner plate laid in the first hollowed-out area and a second inner plate laid in the third hollowed-out area, and a first reinforcing structure is arranged on the first inner plate and/or the second inner plate. Through cooperation of the energy dissipation structure and the constraint structure, the purpose of two-stage energy dissipation is achieved under the condition that buckling of the shear wall is avoided, the problems that a traditional steel plate shear wall is prone to buckling outside a plane, low in buckling load, insufficient in energy dissipation capacity and the like are solved, meanwhile, the assembly efficiency is improved, material losses are reduced, and the maintenance cost is reduced.
本发明提供了一种防屈曲剪力墙结构,涉及建筑技术领域,包括支撑结构、框架结构、耗能结构和约束结构,框架结构可拆卸地连接支撑结构,框架结构形成有相对独立的第一镂空区、第二镂空区和第三镂空区;耗能结构设置在第二镂空区中,耗能结构包括可拆卸地连接框架结构的至少一个耗能板体;约束结构包括铺设在第一镂空区中的第一内板、以及铺设在第三镂空区中的第二内板,第一内板和/或第二内板上设有第一加强结构。本发明通过耗能结构和约束结构相配合,在避免剪力墙屈曲的情况下实现了两阶段耗能的目标,解决了传统钢板剪力墙平面外易屈曲、屈曲荷载较低、耗能能力不足等问题,同时提升了装配效率、降低材料损耗、减少维修成本。
Buckling-restrained shear wall structure
防屈曲剪力墙结构
YAN SIFENG (author) / SUN XIAOCHEN (author) / WANG ZHAO (author) / LUO PENG (author) / DONG BOHAO (author)
2024-08-02
Patent
Electronic Resource
Chinese
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