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Steel plate connection energy dissipation filler wall
The steel plate connection energy dissipation infilled wall comprises a frame column, infilled walls and energy dissipation assemblies, the upper portion and the lower portion of the frame column are filled with the infilled walls, the upper infilled wall and the lower infilled wall are connected through the energy dissipation assemblies, and gaps between the left side and the right side of each infilled wall and the frame column are filled with flexible filling materials. The energy dissipation assembly comprises an embedded part and a connecting part. The pre-buried parts are pre-buried on one side of the infilled wall, and the upper pre-buried part and the lower pre-buried part are fixedly combined together through the connecting part. The structure is simple, the force transmission path is clear, the upper and lower infilled walls are connected through the energy dissipation assembly, energy can be consumed when an earthquake occurs, damage of the earthquake to a building structure is reduced, the safety of a building in the earthquake is improved, and the arrangement of the energy dissipation assembly facilitates dispersion and absorption of earthquake energy; deformation joints are reserved between the left side and the right side of the infilled wall and the frame columns, the joints are filled with flexible filling materials, deformation of the structure when the structure is stressed can be adapted, and interaction and damage between the infilled wall and the frame columns are prevented.
本发明涉及一种钢板连接耗能填充墙包括框架柱、填充墙和消能组件，所述填充墙填充在框架柱的上部和下部，上下填充墙之间通过消能组件连接，填充墙的左右两侧与框架柱的间隙内填充有柔性填充材料，所述消能组件包括预埋部和连接部；所述预埋部预埋在填充墙的一侧，所述连接部将上下预埋部固定组合在一起。本发明构造简单，传力途径清晰，上下填充墙通过消能组件连接，能够在地震发生时消耗能量，减少地震对建筑结构的破坏，提高建筑物在地震中的安全性，消能组件的设置，有助于分散和吸收地震能量；填充墙左右两侧与框架柱预留变形缝，缝内填充柔性填充材料，能够适应结构在受力时的变形，阻止填充墙与框架柱之间的相互作用和损坏。
Steel plate connection energy dissipation filler wall
The steel plate connection energy dissipation infilled wall comprises a frame column, infilled walls and energy dissipation assemblies, the upper portion and the lower portion of the frame column are filled with the infilled walls, the upper infilled wall and the lower infilled wall are connected through the energy dissipation assemblies, and gaps between the left side and the right side of each infilled wall and the frame column are filled with flexible filling materials. The energy dissipation assembly comprises an embedded part and a connecting part. The pre-buried parts are pre-buried on one side of the infilled wall, and the upper pre-buried part and the lower pre-buried part are fixedly combined together through the connecting part. The structure is simple, the force transmission path is clear, the upper and lower infilled walls are connected through the energy dissipation assembly, energy can be consumed when an earthquake occurs, damage of the earthquake to a building structure is reduced, the safety of a building in the earthquake is improved, and the arrangement of the energy dissipation assembly facilitates dispersion and absorption of earthquake energy; deformation joints are reserved between the left side and the right side of the infilled wall and the frame columns, the joints are filled with flexible filling materials, deformation of the structure when the structure is stressed can be adapted, and interaction and damage between the infilled wall and the frame columns are prevented.
本发明涉及一种钢板连接耗能填充墙包括框架柱、填充墙和消能组件，所述填充墙填充在框架柱的上部和下部，上下填充墙之间通过消能组件连接，填充墙的左右两侧与框架柱的间隙内填充有柔性填充材料，所述消能组件包括预埋部和连接部；所述预埋部预埋在填充墙的一侧，所述连接部将上下预埋部固定组合在一起。本发明构造简单，传力途径清晰，上下填充墙通过消能组件连接，能够在地震发生时消耗能量，减少地震对建筑结构的破坏，提高建筑物在地震中的安全性，消能组件的设置，有助于分散和吸收地震能量；填充墙左右两侧与框架柱预留变形缝，缝内填充柔性填充材料，能够适应结构在受力时的变形，阻止填充墙与框架柱之间的相互作用和损坏。
Steel plate connection energy dissipation filler wall
一种钢板连接耗能填充墙
ZHANG HAIDONG (author) / WANG ZHENWEI (author) / ZHANG ZHE (author) / WU WEITIAN (author) / YUAN YINGBAO (author) / CHEN LI (author) / ZHOU HENG (author) / CHEN LU (author) / GAO YUFEN (author) / LI JIANAN (author)
2024-11-12
Patent
Electronic Resource
Chinese
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