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Double-bearing-platform vertical component system capable of adjusting vertical deformation
The invention discloses a double-bearing-platform vertical component system capable of adjusting vertical deformation, and aims to provide a double-bearing-platform vertical component system capable of adjusting the compression deformation of vertical components according to design and construction requirements in the building construction process. Therefore, the problem of additional internal force of the structure caused by differential deformation of the vertical components is solved, and the double-bearing-platform vertical component system capable of adjusting vertical deformation is provided. The structure comprises two vertical components and a frame beam connected with the top ends of the two vertical components, one vertical component is a frame column, the frame column comprises a cut-off lower column, and a lower bearing platform is arranged at the top of the cut-off lower column; the upper cut-off column is located over the lower cut-off column, and an upper bearing platform is arranged at the bottom of the upper cut-off column; a jack is arranged between the upper bearing platform and the lower bearing platform, and the upper bearing platform and the lower bearing platform are supported through the jack.
本发明公开了一种可调节竖向变形的双承台竖向构件系统,旨在提供一种能够在建筑施工过程中根据设计与施工要求调整竖向构件的压缩变形,从而解决因竖向构件差异变形引起的结构附加内力问题的可调节竖向变形的双承台竖向构件系统。它包括:包括两个竖向构件及连接两个竖向构件顶端的框架梁,其中一个竖向构件为框架柱,该框架柱包括:截断下柱,截断下柱的顶部设有下承台;位于截断下柱的正上方的截断上柱,截断上柱的底部设有上承台;所述上承台与下承台之间设有千斤顶,且上承台与下承台之间通过千斤顶支撑。
Double-bearing-platform vertical component system capable of adjusting vertical deformation
The invention discloses a double-bearing-platform vertical component system capable of adjusting vertical deformation, and aims to provide a double-bearing-platform vertical component system capable of adjusting the compression deformation of vertical components according to design and construction requirements in the building construction process. Therefore, the problem of additional internal force of the structure caused by differential deformation of the vertical components is solved, and the double-bearing-platform vertical component system capable of adjusting vertical deformation is provided. The structure comprises two vertical components and a frame beam connected with the top ends of the two vertical components, one vertical component is a frame column, the frame column comprises a cut-off lower column, and a lower bearing platform is arranged at the top of the cut-off lower column; the upper cut-off column is located over the lower cut-off column, and an upper bearing platform is arranged at the bottom of the upper cut-off column; a jack is arranged between the upper bearing platform and the lower bearing platform, and the upper bearing platform and the lower bearing platform are supported through the jack.
本发明公开了一种可调节竖向变形的双承台竖向构件系统,旨在提供一种能够在建筑施工过程中根据设计与施工要求调整竖向构件的压缩变形,从而解决因竖向构件差异变形引起的结构附加内力问题的可调节竖向变形的双承台竖向构件系统。它包括:包括两个竖向构件及连接两个竖向构件顶端的框架梁,其中一个竖向构件为框架柱,该框架柱包括:截断下柱,截断下柱的顶部设有下承台;位于截断下柱的正上方的截断上柱,截断上柱的底部设有上承台;所述上承台与下承台之间设有千斤顶,且上承台与下承台之间通过千斤顶支撑。
Double-bearing-platform vertical component system capable of adjusting vertical deformation
可调节竖向变形的双承台竖向构件系统
YANG XUELIN (author) / ZHU WENWEI (author) / ZHOU HAOYI (author)
2024-08-02
Patent
Electronic Resource
Chinese
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