Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of latticed shell steel structure
The invention provides a construction method of a latticed shell steel structure, and belongs to the technical field of building steel structures, the latticed shell steel structure is divided into a middle unit and an outer ring unit, and during construction, the construction method comprises the following steps that supporting frames are arranged in a mounting area of the middle unit at intervals; carrying out in-situ bulk packaging on the outer ring unit; and the middle unit is subjected to out-of-span hoisting, and the bottom of the middle unit is supported through the supporting frame. The construction technology combining in-situ bulk of the outer ring unit and integral hoisting of the middle unit is adopted, the use amount of all-round scaffolds is reduced, and therefore the high-altitude operation amount is reduced, and the engineering quality and safe production are ensured. According to the construction method of the reticulated shell steel structure, the problem that in the prior art, due to the fact that a large number of all-round scaffolds are adopted in the reticulated shell steel structure construction process, the workload of high workers is large is solved.
本发明提供一种网壳钢结构的施工方法，属于建筑钢结构技术领域，将网壳钢结构分为中间单元和外环单元，施工时，包括以下步骤：在所述中间单元的安装区域内间隔设置支撑架；对所述外环单元进行原位散装；对所述中间单元进行跨外吊装，并通过所述支撑架对所述中间单元的底部进行支撑。采用所述外环单元原位散装和所述中间单元整体吊装相结合的是施工工艺，减少了满堂脚手架的用量，从而减少高空作业量，确保工程质量和安全生产。本发明提供的网壳钢结构的施工方法，解决了现有技术中网壳钢结构施工过程中大量采用满堂脚手架导致高工作业量大的问题。
Construction method of latticed shell steel structure
The invention provides a construction method of a latticed shell steel structure, and belongs to the technical field of building steel structures, the latticed shell steel structure is divided into a middle unit and an outer ring unit, and during construction, the construction method comprises the following steps that supporting frames are arranged in a mounting area of the middle unit at intervals; carrying out in-situ bulk packaging on the outer ring unit; and the middle unit is subjected to out-of-span hoisting, and the bottom of the middle unit is supported through the supporting frame. The construction technology combining in-situ bulk of the outer ring unit and integral hoisting of the middle unit is adopted, the use amount of all-round scaffolds is reduced, and therefore the high-altitude operation amount is reduced, and the engineering quality and safe production are ensured. According to the construction method of the reticulated shell steel structure, the problem that in the prior art, due to the fact that a large number of all-round scaffolds are adopted in the reticulated shell steel structure construction process, the workload of high workers is large is solved.
本发明提供一种网壳钢结构的施工方法，属于建筑钢结构技术领域，将网壳钢结构分为中间单元和外环单元，施工时，包括以下步骤：在所述中间单元的安装区域内间隔设置支撑架；对所述外环单元进行原位散装；对所述中间单元进行跨外吊装，并通过所述支撑架对所述中间单元的底部进行支撑。采用所述外环单元原位散装和所述中间单元整体吊装相结合的是施工工艺，减少了满堂脚手架的用量，从而减少高空作业量，确保工程质量和安全生产。本发明提供的网壳钢结构的施工方法，解决了现有技术中网壳钢结构施工过程中大量采用满堂脚手架导致高工作业量大的问题。
Construction method of latticed shell steel structure
一种网壳钢结构的施工方法
LI CHAOBING (Autor:in) / CHENG NENGMING (Autor:in) / ZHANG YAOLIN (Autor:in) / LIU DEZHAO (Autor:in) / CHEN YANG (Autor:in) / QIU FENG (Autor:in) / XU ENXIANG (Autor:in) / TANG QING (Autor:in)
23.08.2024
Patent
Elektronische Ressource
Chinesisch
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