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Suspension type suspension cage damping (shock insulation) building structure assembly and using method thereof
The invention relates to the field of anti-seismic building structures. The suspension type cage damping (shock insulation) building structure assembly comprises a building main body and an anti-seismic assembly, the building main body comprises an upper building main body and a foundation platform, the anti-seismic assembly comprises a cup-shaped foundation and a stand column, a cage bottom frame is arranged between the cup-shaped foundation and the stand column, and the cage bottom frame is arranged on the upper portion of the building main body. Vertical suspenders are arranged on the periphery of the suspension cage bottom frame to bear loads, the upper ends of the suspenders are sleeved with suspension beam suspension rings on the tops of the cup-shaped foundations in a buckled mode, the lower ends of the suspenders are sleeved with suspension cage bottom frame suspension rings in a buckled mode, and the cup-shaped foundations are arranged in foundation bearing platform clamping grooves in a penetrating mode. The device is simple in structure, seismic waves are absorbed and blocked in all directions from the vertical direction and the horizontal direction, and damage of the seismic waves to a building is avoided.
本发明涉及抗震建筑结构领域,公开了一种悬挂式吊笼减震(隔震)建筑结构组件及其使用方法,包括建筑主体和抗震组件,所述建筑主体包括上部建筑主体和基础承台,抗震组件包括杯型基础与立柱,所述杯型基础与立柱之间设置有吊笼底架,所述吊笼底架四周设置有竖向吊杆承担荷载,所述吊杆上端套扣在杯型基础顶部悬挑梁吊环内,下端套扣在吊笼底架吊环内,所述杯型基础穿插安置在基础承台卡槽内。本发明结构简单,从竖向与水平方向全方位吸收阻隔了地震波,避免了地震波对建筑物造成破坏。
Suspension type suspension cage damping (shock insulation) building structure assembly and using method thereof
The invention relates to the field of anti-seismic building structures. The suspension type cage damping (shock insulation) building structure assembly comprises a building main body and an anti-seismic assembly, the building main body comprises an upper building main body and a foundation platform, the anti-seismic assembly comprises a cup-shaped foundation and a stand column, a cage bottom frame is arranged between the cup-shaped foundation and the stand column, and the cage bottom frame is arranged on the upper portion of the building main body. Vertical suspenders are arranged on the periphery of the suspension cage bottom frame to bear loads, the upper ends of the suspenders are sleeved with suspension beam suspension rings on the tops of the cup-shaped foundations in a buckled mode, the lower ends of the suspenders are sleeved with suspension cage bottom frame suspension rings in a buckled mode, and the cup-shaped foundations are arranged in foundation bearing platform clamping grooves in a penetrating mode. The device is simple in structure, seismic waves are absorbed and blocked in all directions from the vertical direction and the horizontal direction, and damage of the seismic waves to a building is avoided.
本发明涉及抗震建筑结构领域,公开了一种悬挂式吊笼减震(隔震)建筑结构组件及其使用方法,包括建筑主体和抗震组件,所述建筑主体包括上部建筑主体和基础承台,抗震组件包括杯型基础与立柱,所述杯型基础与立柱之间设置有吊笼底架,所述吊笼底架四周设置有竖向吊杆承担荷载,所述吊杆上端套扣在杯型基础顶部悬挑梁吊环内,下端套扣在吊笼底架吊环内,所述杯型基础穿插安置在基础承台卡槽内。本发明结构简单,从竖向与水平方向全方位吸收阻隔了地震波,避免了地震波对建筑物造成破坏。
Suspension type suspension cage damping (shock insulation) building structure assembly and using method thereof
一种悬挂式吊笼减震(隔震)建筑结构组件及其使用方法
LUO YONGJIAN (Autor:in)
11.10.2024
Patent
Elektronische Ressource
Chinesisch
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