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Column jacking deviation correction construction technology
The invention relates to a column body jacking deviation rectifying construction technology. The technology comprises the steps that s1, a terrace on the peripheral side of a main column body is chiseled away and hollowed out; s2, a foundation platform is poured on the outer wall of the root of the main column body for forming; s3, a newly-poured counter-force platform is poured on the peripheral side of the main column body for forming; s4, the area, located between the foundation platform and the newly-poured counter-force platform, of the main column body is cut off and chiseled away, and the main column body is divided into an upper column body and a lower column body; s5, a jacking driving piece is installed between the foundation platform and the newly-poured counter-force platform; s6, a jacking driving piece is driven to jack the newly poured counter-force platform and the upper column body; s7, a steel wedge is added between the foundation platform and the newly-poured counter-force platform to serve as a support; s8, the jacking driving piece is dismantled; s9, newly-connected connecting ribs are added between the upper column body and the lower column body; s10, a newly-poured connecting column is poured between the upper column body and the lower column body for forming; and s11, the newly poured counter-force platform is dismantled. The repairing effect of the column body can be improved.
本申请涉及一种柱体顶升纠偏施工工艺，包括：s1：将主柱体周侧地坪凿除并挖空；s2：在主柱体的根部外壁浇筑基础承台成型；s3：在主柱体的周侧浇筑新浇反力平台成型；s4：对主柱体位于基础承台与新浇反力平台之间的区域进行截断与凿除，将主柱体分为上部柱体与下部柱体；s5：在基础承台与新浇反力平台之间安装顶升驱动件；s6：驱动顶升驱动件对新浇反力平台与上部柱体进行顶升；s7：在基础承台与新浇反力平台之间加入钢楔作支撑；s8：拆除顶升驱动件；s9：在上部柱体与下部柱体之间加入新接连接筋；s10：在上部柱体与下部柱体之间浇筑新浇连接柱成型；s11：对新浇反力平台进行拆除。本申请可提高柱体的修复效果。
Column jacking deviation correction construction technology
The invention relates to a column body jacking deviation rectifying construction technology. The technology comprises the steps that s1, a terrace on the peripheral side of a main column body is chiseled away and hollowed out; s2, a foundation platform is poured on the outer wall of the root of the main column body for forming; s3, a newly-poured counter-force platform is poured on the peripheral side of the main column body for forming; s4, the area, located between the foundation platform and the newly-poured counter-force platform, of the main column body is cut off and chiseled away, and the main column body is divided into an upper column body and a lower column body; s5, a jacking driving piece is installed between the foundation platform and the newly-poured counter-force platform; s6, a jacking driving piece is driven to jack the newly poured counter-force platform and the upper column body; s7, a steel wedge is added between the foundation platform and the newly-poured counter-force platform to serve as a support; s8, the jacking driving piece is dismantled; s9, newly-connected connecting ribs are added between the upper column body and the lower column body; s10, a newly-poured connecting column is poured between the upper column body and the lower column body for forming; and s11, the newly poured counter-force platform is dismantled. The repairing effect of the column body can be improved.
本申请涉及一种柱体顶升纠偏施工工艺，包括：s1：将主柱体周侧地坪凿除并挖空；s2：在主柱体的根部外壁浇筑基础承台成型；s3：在主柱体的周侧浇筑新浇反力平台成型；s4：对主柱体位于基础承台与新浇反力平台之间的区域进行截断与凿除，将主柱体分为上部柱体与下部柱体；s5：在基础承台与新浇反力平台之间安装顶升驱动件；s6：驱动顶升驱动件对新浇反力平台与上部柱体进行顶升；s7：在基础承台与新浇反力平台之间加入钢楔作支撑；s8：拆除顶升驱动件；s9：在上部柱体与下部柱体之间加入新接连接筋；s10：在上部柱体与下部柱体之间浇筑新浇连接柱成型；s11：对新浇反力平台进行拆除。本申请可提高柱体的修复效果。
Column jacking deviation correction construction technology
一种柱体顶升纠偏施工工艺
CHEN WEIJIAN (author) / LIN QIHUI (author) / CHEN SHENG (author) / CHEN QIANRAN (author) / PAN JINGBIN (author)
2023-09-29
Patent
Electronic Resource
Chinese
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