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Construction method for steel structure high-altitude cantilever subsection assembly
The invention relates to the technical field of steel structure assembly, and discloses a construction method for steel structure high-altitude cantilever subsection assembly. The construction methodcomprises the steps that a steel structure drawing is subjected to detailed design; components are machined in a factory; pre-assembly is carried out, and particularly a BIM technology is adopted to perform pre-assembly and part of representative components are selected to be subjected to entity pre-assembly; materials and the components enter a site, particularly, the steel components are subjected to site acceptance and stacked, and therefore the steel components required by construction are prepared; a steel structure is hoisted, particularly, a tower crane installed on the site is used forhoisting the steel components in sequence, and therefore steel structure high-altitude cantilever subsection assembly installation is achieved; the quality is inspected; profiling metal plate construction is carried out; coating is carried out; and monitoring is carried out. Simulated construction is carried out through the BIM technology, the component manufacturing precision is improved, steelloss can be saved, and the construction period is effectively shortened.
本发明涉及钢结构拼装技术领域,公开了一种用于钢结构高空悬臂散拼的施工方法,包括:钢结构图纸深化设计;构件工厂加工;预拼装:采用BIM技术进行预拼装以及选取部分有代表性构件进行实体预拼装;材料、构件进场:钢构件进行进场验收以及对钢构件进行堆放,以准备施工所需的钢构件;钢结构吊装:通过利用现场已安装的塔吊,对钢构件进行依次吊装,以实现钢结构高空悬臂散拼安装;质量检查;压型金属板施工;涂装;监测。通过BIM技术进行模拟施工,提高了构件制作精度,可节约钢材损耗,有效缩短工期。
Construction method for steel structure high-altitude cantilever subsection assembly
The invention relates to the technical field of steel structure assembly, and discloses a construction method for steel structure high-altitude cantilever subsection assembly. The construction methodcomprises the steps that a steel structure drawing is subjected to detailed design; components are machined in a factory; pre-assembly is carried out, and particularly a BIM technology is adopted to perform pre-assembly and part of representative components are selected to be subjected to entity pre-assembly; materials and the components enter a site, particularly, the steel components are subjected to site acceptance and stacked, and therefore the steel components required by construction are prepared; a steel structure is hoisted, particularly, a tower crane installed on the site is used forhoisting the steel components in sequence, and therefore steel structure high-altitude cantilever subsection assembly installation is achieved; the quality is inspected; profiling metal plate construction is carried out; coating is carried out; and monitoring is carried out. Simulated construction is carried out through the BIM technology, the component manufacturing precision is improved, steelloss can be saved, and the construction period is effectively shortened.
本发明涉及钢结构拼装技术领域,公开了一种用于钢结构高空悬臂散拼的施工方法,包括:钢结构图纸深化设计;构件工厂加工;预拼装:采用BIM技术进行预拼装以及选取部分有代表性构件进行实体预拼装;材料、构件进场:钢构件进行进场验收以及对钢构件进行堆放,以准备施工所需的钢构件;钢结构吊装:通过利用现场已安装的塔吊,对钢构件进行依次吊装,以实现钢结构高空悬臂散拼安装;质量检查;压型金属板施工;涂装;监测。通过BIM技术进行模拟施工,提高了构件制作精度,可节约钢材损耗,有效缩短工期。
Construction method for steel structure high-altitude cantilever subsection assembly
一种用于钢结构高空悬臂散拼的施工方法
XU YAFEI (Autor:in) / WANG YUSONG (Autor:in) / WU XUN (Autor:in) / WANG ZHIQIANG (Autor:in) / WANG HONGTAO (Autor:in) / LIN YUN (Autor:in) / ZHAO XIAODONG (Autor:in)
11.09.2020
Patent
Elektronische Ressource
Chinesisch
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