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Large-span ultrahigh single-layer cylindrical building steel structure inverted construction method
The invention discloses a large-span ultrahigh single-layer cylindrical building steel structure inverted construction method. After construction of building assemblies of vertical parts on the two sides is completed, auxiliary supporting components can be arranged and connected to a foundation through foundation bolts, and connecting lines of the tops of the auxiliary supporting components are inan arc shape and are arranged between the building assemblies of the two vertical parts; after the building structure assemblies are preassembled, vertical lifting is conducted through a lifting device, the lifting height corresponds to the height of the corresponding auxiliary supporting component, the auxiliary supporting components are prearranged at the tops of the auxiliary supporting components, and then the connecting relation is established between the adjacent different building structural components; and after the structural components are connected, the auxiliary structural components are detached. According to the technical scheme, implementation is easy, the construction process is relatively simple, the problems that in the traditional technology, an existing cylindrical building steel structure construction method is complex, the construction period cannot be guaranteed, and even construction cannot be achieved are solved, and popularization is facilitated.
本发明公开了一种大跨度超高单层筒状建筑钢结构倒装施工方法,将两侧直立部分建筑组件施工完毕后,可设置辅助支撑构件,辅助支撑构件通过地脚螺栓连接在地基上,辅助结构件顶部的连线呈圆弧状,且其排布在两个直立部分的建筑组件之间,将建筑结构组件预装完毕后,通过举升装置进行竖直举升,并且举升高度对应相应辅助结构件的高度,将其预设在辅助结构件的顶部,而后将各个相邻的不同建筑结构件之间建立连接关系,结构件连接完毕后,将辅助结构件卸下,本发明公开的技术方案容易实现,施工流程也相对简易,解决了传统技术中存在的现有的筒状建筑钢结构施工方法较为复杂,会造成工期无法保证,更有甚者会导致施工无法实现问题,利于推广和普及。
Large-span ultrahigh single-layer cylindrical building steel structure inverted construction method
The invention discloses a large-span ultrahigh single-layer cylindrical building steel structure inverted construction method. After construction of building assemblies of vertical parts on the two sides is completed, auxiliary supporting components can be arranged and connected to a foundation through foundation bolts, and connecting lines of the tops of the auxiliary supporting components are inan arc shape and are arranged between the building assemblies of the two vertical parts; after the building structure assemblies are preassembled, vertical lifting is conducted through a lifting device, the lifting height corresponds to the height of the corresponding auxiliary supporting component, the auxiliary supporting components are prearranged at the tops of the auxiliary supporting components, and then the connecting relation is established between the adjacent different building structural components; and after the structural components are connected, the auxiliary structural components are detached. According to the technical scheme, implementation is easy, the construction process is relatively simple, the problems that in the traditional technology, an existing cylindrical building steel structure construction method is complex, the construction period cannot be guaranteed, and even construction cannot be achieved are solved, and popularization is facilitated.
本发明公开了一种大跨度超高单层筒状建筑钢结构倒装施工方法,将两侧直立部分建筑组件施工完毕后,可设置辅助支撑构件,辅助支撑构件通过地脚螺栓连接在地基上,辅助结构件顶部的连线呈圆弧状,且其排布在两个直立部分的建筑组件之间,将建筑结构组件预装完毕后,通过举升装置进行竖直举升,并且举升高度对应相应辅助结构件的高度,将其预设在辅助结构件的顶部,而后将各个相邻的不同建筑结构件之间建立连接关系,结构件连接完毕后,将辅助结构件卸下,本发明公开的技术方案容易实现,施工流程也相对简易,解决了传统技术中存在的现有的筒状建筑钢结构施工方法较为复杂,会造成工期无法保证,更有甚者会导致施工无法实现问题,利于推广和普及。
Large-span ultrahigh single-layer cylindrical building steel structure inverted construction method
一种大跨度超高单层筒状建筑钢结构倒装施工方法
LI HUILONG (Autor:in)
18.12.2020
Patent
Elektronische Ressource
Chinesisch
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