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Damping structure of high-rise building
The invention relates to a high-rise building damping structure which comprises a foundation pit and a supporting column and further comprises a damping structure body arranged in the foundation pit and used for bearing the supporting column. The shock absorption structure comprises a bearing body and an energy dissipation assembly, the bearing body comprises a bearing column and a shell, the lower end of the bearing column penetrates through a bottom plate of the shell to stretch into a foundation, the upper end of the bearing column is connected with a shock insulation support located in the shell, and the shell is fixedly connected to the peripheral wall of the bearing column and covers the shock insulation support. The energy dissipation assembly comprises a connecting body, a rotating ring and an energy dissipation piece which are arranged in a shell on the upper side of the shock insulation support. In order to solve the problem that under the action of long-period or strong ground movement, the deformation of the shock insulation support is too large, and consequently the shock insulation support is unstable and damaged, the invention provides the shock absorption structure for the high-rise building, so that the damage of an earthquake to the high-rise building can be reduced, and meanwhile, the unstable damage of the shock insulation support can be avoided.
本发明涉及一种高层建筑减震结构,包括基坑和支撑柱,还包括设于基坑内承载支撑柱的减震结构;所述减震结构包括承载体和消能组件,所述承载体包括承载柱和壳体,承载柱下端穿过壳体底板伸进地基内,上端连接位于壳体内的隔震支座,所述壳体固定连接在承载柱周壁上、且罩在隔震支座外,所述消能组件包括设置于隔震支座上侧的壳体内的连接体、转动环和消能件。本发明为解决长周期或强烈地面运动作用下会使隔震支座变形过大而导致隔震支座失稳破坏的问题,提供一种高层建筑减震结构,能够减少地震对高层建筑的破坏,同时能够避免隔震支座的失稳破坏。
Damping structure of high-rise building
The invention relates to a high-rise building damping structure which comprises a foundation pit and a supporting column and further comprises a damping structure body arranged in the foundation pit and used for bearing the supporting column. The shock absorption structure comprises a bearing body and an energy dissipation assembly, the bearing body comprises a bearing column and a shell, the lower end of the bearing column penetrates through a bottom plate of the shell to stretch into a foundation, the upper end of the bearing column is connected with a shock insulation support located in the shell, and the shell is fixedly connected to the peripheral wall of the bearing column and covers the shock insulation support. The energy dissipation assembly comprises a connecting body, a rotating ring and an energy dissipation piece which are arranged in a shell on the upper side of the shock insulation support. In order to solve the problem that under the action of long-period or strong ground movement, the deformation of the shock insulation support is too large, and consequently the shock insulation support is unstable and damaged, the invention provides the shock absorption structure for the high-rise building, so that the damage of an earthquake to the high-rise building can be reduced, and meanwhile, the unstable damage of the shock insulation support can be avoided.
本发明涉及一种高层建筑减震结构,包括基坑和支撑柱,还包括设于基坑内承载支撑柱的减震结构;所述减震结构包括承载体和消能组件,所述承载体包括承载柱和壳体,承载柱下端穿过壳体底板伸进地基内,上端连接位于壳体内的隔震支座,所述壳体固定连接在承载柱周壁上、且罩在隔震支座外,所述消能组件包括设置于隔震支座上侧的壳体内的连接体、转动环和消能件。本发明为解决长周期或强烈地面运动作用下会使隔震支座变形过大而导致隔震支座失稳破坏的问题,提供一种高层建筑减震结构,能够减少地震对高层建筑的破坏,同时能够避免隔震支座的失稳破坏。
Damping structure of high-rise building
一种高层建筑减震结构
XU GUOHUI (Autor:in) / DING JIANHUA (Autor:in) / WU XINGYUAN (Autor:in) / YUAN JINGSHUN (Autor:in) / LUO DONG (Autor:in) / LIU QI (Autor:in) / QI PENGFEI (Autor:in) / LIN QINGSONG (Autor:in) / GUAN JUNFENG (Autor:in) / YAO XIANHUA (Autor:in)
15.11.2022
Patent
Elektronische Ressource
Chinesisch
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