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A platform for research: civil engineering, architecture and urbanism
The invention relates to a steel structure lower hanging swing column and an installation method thereof.The steel structure lower hanging swing column comprises a fusiform swing column body, a basin type steel support fixed to the bottom of the swing column body and a connecting piece fixed between the periphery of the swing column body and the basin type steel support, and the periphery of the swing column body extends to form a lug plate; the basin-type steel support comprises an upper structure fixed to the bottom of the swing column body, an embedded part plate with the diameter larger than that of the swing column body and a lower structure connected between the upper structure and the embedded part plate, the connecting piece is fixed between the lug plate and the embedded part plate, and the embedded part plate is embedded in the to-be-installed position of the swing column body. The technical problem that in the prior art, the shock absorption and isolation performance of a concrete filled steel tubular column is poor is solved. The connecting stability of the steel structure roof and the foundation in the building is improved, the connecting structure adapts to deformation of the building structure, and damage to the structure during deformation of the building structure is prevented.
本发明涉及一种钢结构下挂摇摆柱及其安装方法，钢结构下挂摇摆柱包括包括呈梭形的摇摆柱本体、固定于该摇摆柱本体底部的盆式钢支座以及固定于该摇摆柱本体外周与盆式钢支座之间的连接件，该摇摆柱本体的外周延伸出有耳板，该盆式钢支座包括固定于该摇摆柱本体底部的上部结构、直径大于该摇摆柱本体直径的埋件板以及连接于所上部结构与该埋件板之间的下部结构，该连接件固定于该耳板与该埋件板之间，该埋件板预埋于摇摆柱本体的待安装位置。本发明解决了现有技术中钢管混凝土柱的减隔震性能差的技术问题。本发明提高了建筑内钢结构屋盖与地基基础连接的稳定性，适应建筑结构的变形，防止建筑结构变形时对结构造成破环。
The invention relates to a steel structure lower hanging swing column and an installation method thereof.The steel structure lower hanging swing column comprises a fusiform swing column body, a basin type steel support fixed to the bottom of the swing column body and a connecting piece fixed between the periphery of the swing column body and the basin type steel support, and the periphery of the swing column body extends to form a lug plate; the basin-type steel support comprises an upper structure fixed to the bottom of the swing column body, an embedded part plate with the diameter larger than that of the swing column body and a lower structure connected between the upper structure and the embedded part plate, the connecting piece is fixed between the lug plate and the embedded part plate, and the embedded part plate is embedded in the to-be-installed position of the swing column body. The technical problem that in the prior art, the shock absorption and isolation performance of a concrete filled steel tubular column is poor is solved. The connecting stability of the steel structure roof and the foundation in the building is improved, the connecting structure adapts to deformation of the building structure, and damage to the structure during deformation of the building structure is prevented.
本发明涉及一种钢结构下挂摇摆柱及其安装方法，钢结构下挂摇摆柱包括包括呈梭形的摇摆柱本体、固定于该摇摆柱本体底部的盆式钢支座以及固定于该摇摆柱本体外周与盆式钢支座之间的连接件，该摇摆柱本体的外周延伸出有耳板，该盆式钢支座包括固定于该摇摆柱本体底部的上部结构、直径大于该摇摆柱本体直径的埋件板以及连接于所上部结构与该埋件板之间的下部结构，该连接件固定于该耳板与该埋件板之间，该埋件板预埋于摇摆柱本体的待安装位置。本发明解决了现有技术中钢管混凝土柱的减隔震性能差的技术问题。本发明提高了建筑内钢结构屋盖与地基基础连接的稳定性，适应建筑结构的变形，防止建筑结构变形时对结构造成破环。
Steel structure lower hanging swing column and installation method thereof
钢结构下挂摇摆柱及其安装方法
YU HAO (author)
2022-11-15
Patent
Electronic Resource
Chinese
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