Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of large-size elastic sliding plate support structure arranged on column
The invention discloses a construction method of a large-size elastic sliding plate support structure arranged on a column, which overcomes the defects that the height of a lower buttress is insufficient and the size of a lower supporting column is insufficient for supporting the lower buttress by improving the pre-embedded arrangement of a lower pre-embedded anchor bar assembly, and ensures the structural stability of the elastic sliding plate support structure. The shock insulation requirement of a building is guaranteed, the pouring quality of the lower buttress is guaranteed in a secondary grouting and secondary vibrating mode, and then the safety and stability of the shock insulation support are guaranteed; the damaged sliding face is replaced by jacking the upper buttress and adopting a translation dragging mode, the convenience of the sliding face replacement process is guaranteed, meanwhile, it is guaranteed that the sliding face is free of damage in the sliding face replacement process, the method has the advantages of being simple, short in construction period and low in cost, the construction time limit can be effectively shortened, and the cost can be effectively saved.
本发明公开了一种设在柱上的大尺寸弹性滑板支座结构的施工方法，通过对下预埋锚筋组件的预埋设置进行改进，克服下支墩高度不足且下方支柱尺寸不足于支撑下支墩的缺陷，保证弹性滑板支座结构的结构稳定性，保证建筑的隔震需求，通过二次灌浆、二次振捣的方式保证下支墩的浇筑质量，进而保证隔震支座的安全性和稳定性；采用顶升上支墩，并采用平移拖拽的方式对损坏的滑动面进行更换，保证滑动面更换过程的便捷性，同事保证滑动面更换过程中免于受损，具有方法简单、工期短、成本低的优点，能够有效缩短施工时限并节约成本。
Construction method of large-size elastic sliding plate support structure arranged on column
The invention discloses a construction method of a large-size elastic sliding plate support structure arranged on a column, which overcomes the defects that the height of a lower buttress is insufficient and the size of a lower supporting column is insufficient for supporting the lower buttress by improving the pre-embedded arrangement of a lower pre-embedded anchor bar assembly, and ensures the structural stability of the elastic sliding plate support structure. The shock insulation requirement of a building is guaranteed, the pouring quality of the lower buttress is guaranteed in a secondary grouting and secondary vibrating mode, and then the safety and stability of the shock insulation support are guaranteed; the damaged sliding face is replaced by jacking the upper buttress and adopting a translation dragging mode, the convenience of the sliding face replacement process is guaranteed, meanwhile, it is guaranteed that the sliding face is free of damage in the sliding face replacement process, the method has the advantages of being simple, short in construction period and low in cost, the construction time limit can be effectively shortened, and the cost can be effectively saved.
本发明公开了一种设在柱上的大尺寸弹性滑板支座结构的施工方法，通过对下预埋锚筋组件的预埋设置进行改进，克服下支墩高度不足且下方支柱尺寸不足于支撑下支墩的缺陷，保证弹性滑板支座结构的结构稳定性，保证建筑的隔震需求，通过二次灌浆、二次振捣的方式保证下支墩的浇筑质量，进而保证隔震支座的安全性和稳定性；采用顶升上支墩，并采用平移拖拽的方式对损坏的滑动面进行更换，保证滑动面更换过程的便捷性，同事保证滑动面更换过程中免于受损，具有方法简单、工期短、成本低的优点，能够有效缩短施工时限并节约成本。
Construction method of large-size elastic sliding plate support structure arranged on column
一种设在柱上的大尺寸弹性滑板支座结构的施工方法
PENG ZHIYONG (Autor:in) / LUO GANG (Autor:in) / JIA CHENGLIANG (Autor:in) / LI XIN (Autor:in) / SHA GANG (Autor:in) / DUAN JIFENG (Autor:in) / ZHANG MING (Autor:in) / GENG DEYU (Autor:in) / LU HAIFENG (Autor:in) / CHEN LU (Autor:in)
25.02.2022
Patent
Elektronische Ressource
Chinesisch
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