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Annular damper support, seismic mitigation and isolation method and damping energy consumption method
An annular damper support, a seismic mitigation and isolation method and a damping energy consumption method belong to the field of building supports, and aim to solve the problem that an annular damper cooperates with the support to improve the energy consumption strength through isotropic energy consumption, and are characterized in that the bottom end of an annular assembly (10) is connected to a support plate side face (12) of a lower support plate (7) or a support plate close to the side face; the top end of the annular assembly (10) is connected to the support plate side face (12) of the upper support plate (1) or the support plate close to the side face, the connecting position of the top end and the upper support plate (1) and the connecting position of the bottom end and the lower support plate (7) are located at different vertical heights, and the effect is that the energy consumption range of the support is expanded, and the energy consumption strength is improved.
一种环形阻尼器支座、减隔震方法及阻尼耗能方法，属于建筑支座领域，为了解决环形阻尼器协同支座以在各向同性耗能提高耗能强度的问题，要点是环形组件(10)的底端部连接在下支座板(7)的支座板侧面(12)或侧面附近的支座板上，环形组件(10)的顶端部连接在上支座板(1)的支座板侧面(12)或侧面附近的支座板上，所述顶端部与上支座板(1)的连接位置及所述底端部与下支座板(7)的连接位置位于不同竖向高度，效果是将支座的耗能范围扩展将耗能强度提高。
Annular damper support, seismic mitigation and isolation method and damping energy consumption method
An annular damper support, a seismic mitigation and isolation method and a damping energy consumption method belong to the field of building supports, and aim to solve the problem that an annular damper cooperates with the support to improve the energy consumption strength through isotropic energy consumption, and are characterized in that the bottom end of an annular assembly (10) is connected to a support plate side face (12) of a lower support plate (7) or a support plate close to the side face; the top end of the annular assembly (10) is connected to the support plate side face (12) of the upper support plate (1) or the support plate close to the side face, the connecting position of the top end and the upper support plate (1) and the connecting position of the bottom end and the lower support plate (7) are located at different vertical heights, and the effect is that the energy consumption range of the support is expanded, and the energy consumption strength is improved.
一种环形阻尼器支座、减隔震方法及阻尼耗能方法，属于建筑支座领域，为了解决环形阻尼器协同支座以在各向同性耗能提高耗能强度的问题，要点是环形组件(10)的底端部连接在下支座板(7)的支座板侧面(12)或侧面附近的支座板上，环形组件(10)的顶端部连接在上支座板(1)的支座板侧面(12)或侧面附近的支座板上，所述顶端部与上支座板(1)的连接位置及所述底端部与下支座板(7)的连接位置位于不同竖向高度，效果是将支座的耗能范围扩展将耗能强度提高。
Annular damper support, seismic mitigation and isolation method and damping energy consumption method
环形阻尼器支座、减隔震方法及阻尼耗能方法
SU WEI (author) / LI YU (author) / SUN DABIN (author) / LIU YUNTING (author) / GAO SHUANGQUAN (author) / LI ERMAO (author) / YAN LAWEN (author) / LI JIATENG (author) / MENG QINGYAN (author) / CAO TIECHENG (author)
2022-08-30
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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