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Building anti-seismic support construction technology
The invention belongs to the technical field of support shock insulation devices, and particularly relates to a building anti-seismic support construction technology which comprises a first-layer frame column, a shock insulation layer upper buttress, high-strength bolts, embedded anchor bars, a shock insulation layer lower buttress and a rubber shock insulation support. The bottom of the shock insulation layer upper buttress is connected with the rubber shock insulation support through high-strength bolts, and the bottom of the rubber shock insulation support is connected with the shock insulation layer lower buttress through embedded anchor bars. The period of the shock insulation structure system is obviously prolonged. When an earthquake occurs, due to the improvement, the earthquake response of the upper structure is greatly reduced, and therefore the earthquake fortification intensity requirement of the upper structure is effectively reduced. The innovation not only ensures the safety of the building under the same anti-seismic property standard, but also realizes the obvious saving of the construction cost by reducing the reinforcement ratio of the section of the component.
本发明属于支座隔震装置技术领域,具体涉及一种建筑抗震支座施工工艺,包括首层框架柱、隔震层上支墩、高强螺栓、预埋锚筋、隔震层下支墩、橡胶隔震支座,所述首层框架柱的底部连接有隔震层上支墩,所述隔震层上支墩的底部通过高强螺栓与橡胶隔震支座连接,所述橡胶隔震支座的底部通过预埋锚筋与隔震层下支墩连接。本发明隔震结构系统的周期显著延长。在地震发生时,由于这一改进,上部结构的地震响应将大幅度降低,从而有效降低上部结构的抗震设防烈度要求。这一创新不仅确保了建筑物在同等抗震性能标准下的安全性,还通过降低构件截面的配筋率,实现了工程造价的显著节省。
Building anti-seismic support construction technology
The invention belongs to the technical field of support shock insulation devices, and particularly relates to a building anti-seismic support construction technology which comprises a first-layer frame column, a shock insulation layer upper buttress, high-strength bolts, embedded anchor bars, a shock insulation layer lower buttress and a rubber shock insulation support. The bottom of the shock insulation layer upper buttress is connected with the rubber shock insulation support through high-strength bolts, and the bottom of the rubber shock insulation support is connected with the shock insulation layer lower buttress through embedded anchor bars. The period of the shock insulation structure system is obviously prolonged. When an earthquake occurs, due to the improvement, the earthquake response of the upper structure is greatly reduced, and therefore the earthquake fortification intensity requirement of the upper structure is effectively reduced. The innovation not only ensures the safety of the building under the same anti-seismic property standard, but also realizes the obvious saving of the construction cost by reducing the reinforcement ratio of the section of the component.
本发明属于支座隔震装置技术领域,具体涉及一种建筑抗震支座施工工艺,包括首层框架柱、隔震层上支墩、高强螺栓、预埋锚筋、隔震层下支墩、橡胶隔震支座,所述首层框架柱的底部连接有隔震层上支墩,所述隔震层上支墩的底部通过高强螺栓与橡胶隔震支座连接,所述橡胶隔震支座的底部通过预埋锚筋与隔震层下支墩连接。本发明隔震结构系统的周期显著延长。在地震发生时,由于这一改进,上部结构的地震响应将大幅度降低,从而有效降低上部结构的抗震设防烈度要求。这一创新不仅确保了建筑物在同等抗震性能标准下的安全性,还通过降低构件截面的配筋率,实现了工程造价的显著节省。
Building anti-seismic support construction technology
一种建筑抗震支座施工工艺
YANG LI (Autor:in) / ZHU HAIWEI (Autor:in) / WEI ZHI (Autor:in) / HUO JING (Autor:in) / GUO MEIQING (Autor:in) / WANG LIHU (Autor:in) / LIU WEI (Autor:in) / WANG DONGRI (Autor:in)
26.11.2024
Patent
Elektronische Ressource
Chinesisch
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