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Construction method for dismantling and changing shear wall structure of existing super high-rise building
The invention provides an existing super high-rise building shear wall structure dismantling and changing construction method, and belongs to the technical field of building construction.The existing super high-rise building shear wall structure dismantling and changing construction method comprises the steps that an operator conducts checking calculation analysis on an existing super high-rise building shear wall structure; determining a floor segmentation and synchronous dismounting and changing scheme of the shear wall structure of the existing super high-rise building; a stability monitoring device is installed on the shear wall structure of the existing super high-rise building; the shear wall structure of the existing super high-rise building is reinforced; a structural beam plate of the existing super high-rise building shear wall structure is dismantled; the shear wall of the existing super high-rise building shear wall structure is dismantled; protective chiseling is carried out on the node position of the existing super high-rise building shear wall structure; mounting a steel beam on the shear wall structure of the existing super high-rise building; the method can solve the problems that a traditional reinforcement and transformation technology is long in time consumption and high in cost, and great hidden dangers are caused to the safety of the dismantled structure.
本发明提供了一种既有超高层建筑剪力墙结构拆改施工方法,属于建筑施工技术领域,该既有超高层建筑剪力墙结构拆改施工方法为操作人员对既有超高层建筑剪力墙结构进行验算分析;确定既有超高层建筑剪力墙结构的楼层分段以及同步拆改方案;在既有超高层建筑剪力墙结构上安装稳定性监测装置:对既有超高层建筑剪力墙结构进行加固;将既有超高层建筑剪力墙结构的结构梁板拆除;将既有超高层建筑剪力墙结构的剪力墙拆除;在既有超高层建筑剪力墙结构节点位置进行保护性打凿;在既有超高层建筑剪力墙结构上安装钢梁;该方法能够解决传统的加固改造技术耗时长成本高且对拆除后的结构自身安全造成极大隐患的问题。
Construction method for dismantling and changing shear wall structure of existing super high-rise building
The invention provides an existing super high-rise building shear wall structure dismantling and changing construction method, and belongs to the technical field of building construction.The existing super high-rise building shear wall structure dismantling and changing construction method comprises the steps that an operator conducts checking calculation analysis on an existing super high-rise building shear wall structure; determining a floor segmentation and synchronous dismounting and changing scheme of the shear wall structure of the existing super high-rise building; a stability monitoring device is installed on the shear wall structure of the existing super high-rise building; the shear wall structure of the existing super high-rise building is reinforced; a structural beam plate of the existing super high-rise building shear wall structure is dismantled; the shear wall of the existing super high-rise building shear wall structure is dismantled; protective chiseling is carried out on the node position of the existing super high-rise building shear wall structure; mounting a steel beam on the shear wall structure of the existing super high-rise building; the method can solve the problems that a traditional reinforcement and transformation technology is long in time consumption and high in cost, and great hidden dangers are caused to the safety of the dismantled structure.
本发明提供了一种既有超高层建筑剪力墙结构拆改施工方法,属于建筑施工技术领域,该既有超高层建筑剪力墙结构拆改施工方法为操作人员对既有超高层建筑剪力墙结构进行验算分析;确定既有超高层建筑剪力墙结构的楼层分段以及同步拆改方案;在既有超高层建筑剪力墙结构上安装稳定性监测装置:对既有超高层建筑剪力墙结构进行加固;将既有超高层建筑剪力墙结构的结构梁板拆除;将既有超高层建筑剪力墙结构的剪力墙拆除;在既有超高层建筑剪力墙结构节点位置进行保护性打凿;在既有超高层建筑剪力墙结构上安装钢梁;该方法能够解决传统的加固改造技术耗时长成本高且对拆除后的结构自身安全造成极大隐患的问题。
Construction method for dismantling and changing shear wall structure of existing super high-rise building
一种既有超高层建筑剪力墙结构拆改施工方法
LI DONGLIANG (Autor:in) / SUN HAO (Autor:in) / LI XIANGLONG (Autor:in) / LI JUN (Autor:in) / LI BAOCHENG (Autor:in) / LYU CHUNYANG (Autor:in) / YAO HONG (Autor:in)
14.11.2023
Patent
Elektronische Ressource
Chinesisch
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