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A platform for research: civil engineering, architecture and urbanism
Fabricated buckling-restrained energy-consuming combined steel plate shear wall structure
The invention relates to the field of building structures, in particular to a fabricated buckling-restrained energy dissipation combined steel plate shear wall structure. Comprising a concrete plate (1), a steel plate (2), channel steel (3) and O-shaped soft steel (4), the concrete slabs (1) are arranged on the two sides of the steel plate (2), and reserved bolt holes (6) are correspondingly formed in the concrete slabs (1), the steel plate (2) and the channel steel (3). The channel steel (3) is arranged on the surface of the concrete slab (1) in parallel; o-shaped soft steel (4) is arranged between the parallel steel channels (3). According to the fabricated buckling-restrained energy-dissipation combined steel plate shear wall structure, factory prefabrication and on-site splicing of a steel plate shear wall are achieved, and the construction efficiency is improved; plane external buckling of the steel plate shear wall in use is prevented; the steel plate shear wall has the functions of energy dissipation and shock absorption.
本发明涉及建筑结构领域，具体是一种装配式防屈曲耗能组合钢板剪力墙结构；包括混凝土板（1）、钢板（2）、槽钢（3）和O型软钢（4）；所述混凝土板（1）设置在钢板（2）的两侧，所述混凝土板（1）、所述钢板（2）和所述槽钢（3）上对应设有预留螺栓孔（6）；所述槽钢（3）平行设置在混凝土板（1）的表面；平行的所述槽钢（3）之间设有O型软钢（4）。本发明提出一种装配式防屈曲耗能组合钢板剪力墙结构，从而实现钢板剪力墙的工厂预制和现场拼装，提高施工效率；防止钢板剪力墙在使用中的平面外屈曲；提供钢板剪力墙耗能减震的功能。
Fabricated buckling-restrained energy-consuming combined steel plate shear wall structure
The invention relates to the field of building structures, in particular to a fabricated buckling-restrained energy dissipation combined steel plate shear wall structure. Comprising a concrete plate (1), a steel plate (2), channel steel (3) and O-shaped soft steel (4), the concrete slabs (1) are arranged on the two sides of the steel plate (2), and reserved bolt holes (6) are correspondingly formed in the concrete slabs (1), the steel plate (2) and the channel steel (3). The channel steel (3) is arranged on the surface of the concrete slab (1) in parallel; o-shaped soft steel (4) is arranged between the parallel steel channels (3). According to the fabricated buckling-restrained energy-dissipation combined steel plate shear wall structure, factory prefabrication and on-site splicing of a steel plate shear wall are achieved, and the construction efficiency is improved; plane external buckling of the steel plate shear wall in use is prevented; the steel plate shear wall has the functions of energy dissipation and shock absorption.
本发明涉及建筑结构领域，具体是一种装配式防屈曲耗能组合钢板剪力墙结构；包括混凝土板（1）、钢板（2）、槽钢（3）和O型软钢（4）；所述混凝土板（1）设置在钢板（2）的两侧，所述混凝土板（1）、所述钢板（2）和所述槽钢（3）上对应设有预留螺栓孔（6）；所述槽钢（3）平行设置在混凝土板（1）的表面；平行的所述槽钢（3）之间设有O型软钢（4）。本发明提出一种装配式防屈曲耗能组合钢板剪力墙结构，从而实现钢板剪力墙的工厂预制和现场拼装，提高施工效率；防止钢板剪力墙在使用中的平面外屈曲；提供钢板剪力墙耗能减震的功能。
Fabricated buckling-restrained energy-consuming combined steel plate shear wall structure
一种装配式防屈曲耗能组合钢板剪力墙结构
WANG XIAOHUI (author) / SI ZHIJUN (author) / LIU YINGYANG (author) / LIU YANG (author) / WU CHENGQI (author) / ZHAO HENG (author)
2024-04-12
Patent
Electronic Resource
Chinese
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