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A platform for research: civil engineering, architecture and urbanism
Pre-rectification shock insulation support and construction method thereof
The invention discloses a pre-deviation-rectifying shock insulation support and a construction method thereof. The support comprises a lower flange plate, an upper flange plate and a lower flange plate, the upper flange plate and the lower flange plate are coaxially arranged; the elastic shock insulation support body is vertically arranged between the upper flange plate and the lower flange plate, and the upper end and the lower end of the elastic shock insulation support body are fixedly connected to the upper flange plate and the lower flange plate respectively; the twisting device comprises a pushing jack used for pushing the upper flange plate in the direction of the plate face of the upper flange plate, an adapter plate attached to the bottom of the upper flange plate and a fixing frame, and the fixing frame is fixedly supported on the adapter plate and the lower flange plate. The problems that large temperature deformation is generated in a super-long building concrete structure, and the deformability of the shock insulation support is weakened are solved.
本发明公开了一种预纠偏隔震支座及其施工方法，该支座包括：下法兰盘；上法兰盘，所述上法兰盘与所述下法兰盘同轴设置；竖向设置于所述上法兰盘和所述下法兰盘之间的弹性隔震支座本体，所述弹性隔震支座本体的上下两端分别固定连接于所述上法兰盘和所述下法兰盘；以及扭转装置，包括用于沿所述上法兰盘的盘面方向顶推所述上法兰盘的顶推千斤顶、贴合于所述上法兰盘的底部的转接板和固定架，所述固定架固定支撑于所述转接板和所述下法兰盘。本发明解决了在超长建筑混凝土结构产生较大的温度变形，削弱了隔震支座的变形能力的问题。
Pre-rectification shock insulation support and construction method thereof
The invention discloses a pre-deviation-rectifying shock insulation support and a construction method thereof. The support comprises a lower flange plate, an upper flange plate and a lower flange plate, the upper flange plate and the lower flange plate are coaxially arranged; the elastic shock insulation support body is vertically arranged between the upper flange plate and the lower flange plate, and the upper end and the lower end of the elastic shock insulation support body are fixedly connected to the upper flange plate and the lower flange plate respectively; the twisting device comprises a pushing jack used for pushing the upper flange plate in the direction of the plate face of the upper flange plate, an adapter plate attached to the bottom of the upper flange plate and a fixing frame, and the fixing frame is fixedly supported on the adapter plate and the lower flange plate. The problems that large temperature deformation is generated in a super-long building concrete structure, and the deformability of the shock insulation support is weakened are solved.
本发明公开了一种预纠偏隔震支座及其施工方法，该支座包括：下法兰盘；上法兰盘，所述上法兰盘与所述下法兰盘同轴设置；竖向设置于所述上法兰盘和所述下法兰盘之间的弹性隔震支座本体，所述弹性隔震支座本体的上下两端分别固定连接于所述上法兰盘和所述下法兰盘；以及扭转装置，包括用于沿所述上法兰盘的盘面方向顶推所述上法兰盘的顶推千斤顶、贴合于所述上法兰盘的底部的转接板和固定架，所述固定架固定支撑于所述转接板和所述下法兰盘。本发明解决了在超长建筑混凝土结构产生较大的温度变形，削弱了隔震支座的变形能力的问题。
Pre-rectification shock insulation support and construction method thereof
预纠偏隔震支座及其施工方法
ZHANG WENJIN (author) / MA ZHENHE (author) / YIN GUANGHUA (author) / BAI HAI (author) / XUE TIE (author)
2022-05-13
Patent
Electronic Resource
Chinese
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