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A platform for research: civil engineering, architecture and urbanism
Embedded auxiliary installation construction method for overweight steel structure
The invention relates to the technical field of pre-embedded steel structure construction, in particular to a super-heavy steel structure pre-embedded auxiliary installation construction method, which comprises four steel structure main frames, four supporting assemblies and four rechecking assemblies, the lower ends of the four steel structure main frames are all provided with adjusting assemblies, and when the steel structure main frames with different heights are required to be arranged, the adjusting assemblies are arranged on the lower ends of the four steel structure main frames; square assembling plates can be welded to the splicing positions of steel structure main frames, during traditional super-heavy steel structure column pre-buried construction, the supporting auxiliary assembly is arranged to improve the operation safety of construction, then under the cooperation effect of the rechecking assembly and the adjusting assembly, the levelness of super-heavy steel structure building is controllably adjusted, pre-buried construction is operated in place at a time, and the construction efficiency is improved. The defects of secondary pre-burying construction are avoided, the working procedures of reserving a cup opening for supporting a formwork, curing concrete, chiseling and cleaning are omitted, the pre-burying construction period is shortened, the installation error of the pre-buried combined steel structural member is effectively controlled, and the overall installation quality and safety of a structural system are fully guaranteed.
本发明公开涉及预埋钢结构施工技术领域，具体为一种超重钢结构预埋辅助安装施工方法，包括四个钢结构主架、四个支护组件和四个复核组件，四个钢结构主架下端均设有调节组件，将在需要不同高度的钢结构主架设置时，可在钢结构主架拼接处均焊接方形组装板，通过在传统超重钢结构柱预埋施工时，设置支护辅助组件提高施工的操作安全，然后在复核组件和调节组件的配合作用下，对超重钢结构搭建的水平度进行可控调整，将预埋施工一次操作到位，避免二次预埋施工弊端，省去“预留杯口支模、混凝土养护及剔凿清理”等工序，加快预埋施工周期，有效控制了预埋组合钢结构构件安装误差，充分保证结构体系整体安装质量和安全。
Embedded auxiliary installation construction method for overweight steel structure
The invention relates to the technical field of pre-embedded steel structure construction, in particular to a super-heavy steel structure pre-embedded auxiliary installation construction method, which comprises four steel structure main frames, four supporting assemblies and four rechecking assemblies, the lower ends of the four steel structure main frames are all provided with adjusting assemblies, and when the steel structure main frames with different heights are required to be arranged, the adjusting assemblies are arranged on the lower ends of the four steel structure main frames; square assembling plates can be welded to the splicing positions of steel structure main frames, during traditional super-heavy steel structure column pre-buried construction, the supporting auxiliary assembly is arranged to improve the operation safety of construction, then under the cooperation effect of the rechecking assembly and the adjusting assembly, the levelness of super-heavy steel structure building is controllably adjusted, pre-buried construction is operated in place at a time, and the construction efficiency is improved. The defects of secondary pre-burying construction are avoided, the working procedures of reserving a cup opening for supporting a formwork, curing concrete, chiseling and cleaning are omitted, the pre-burying construction period is shortened, the installation error of the pre-buried combined steel structural member is effectively controlled, and the overall installation quality and safety of a structural system are fully guaranteed.
本发明公开涉及预埋钢结构施工技术领域，具体为一种超重钢结构预埋辅助安装施工方法，包括四个钢结构主架、四个支护组件和四个复核组件，四个钢结构主架下端均设有调节组件，将在需要不同高度的钢结构主架设置时，可在钢结构主架拼接处均焊接方形组装板，通过在传统超重钢结构柱预埋施工时，设置支护辅助组件提高施工的操作安全，然后在复核组件和调节组件的配合作用下，对超重钢结构搭建的水平度进行可控调整，将预埋施工一次操作到位，避免二次预埋施工弊端，省去“预留杯口支模、混凝土养护及剔凿清理”等工序，加快预埋施工周期，有效控制了预埋组合钢结构构件安装误差，充分保证结构体系整体安装质量和安全。
Embedded auxiliary installation construction method for overweight steel structure
一种超重钢结构预埋辅助安装施工方法
CHANG ZIZHENG (author) / JIA DELU (author) / TAN BING (author) / JIAO BENJUN (author) / MA MENGQI (author) / WEI LAI (author)
2024-05-14
Patent
Electronic Resource
Chinese
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