A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of post-cast strip late disassembly type independent supporting scaffold
The invention provides a post-cast strip late disassembly type independent supporting scaffold construction method, and relates to the field of building construction. The method comprises the following steps: firstly, determining the position of a post-cast strip of a structure roof according to a design drawing; thirdly, an independently-supported first steel pipe scaffold is erected below the post-cast strip, second steel pipe scaffolds are erected on the two sides of the first steel pipe scaffold in an extending mode, and detachable connection is established; then, a first supporting formwork is installed at the top of the first steel pipe scaffold, it is ensured that the two sides extend out of the side edges of the post-cast strip, and L-shaped containing grooves are formed in the side edges; and finally, a second supporting formwork is installed on the top of the second steel pipe scaffold, and one side of the second supporting formwork is in lap joint with the L-shaped containing groove. According to the construction method, effective utilization of resources is achieved, material waste is avoided, the construction efficiency is improved, an efficient and economical solution is provided for building construction, and under the condition that post-cast strip construction is not affected, a top plate supporting system can be independently dismantled, and material turnover use is achieved.
本发明提出一种后浇带晚拆式独立支撑脚手架施工方法，涉及建筑施工领域。该方法步骤如下：首先，依据设计图纸确定构筑物顶板后浇带位置；接着，在后浇带下方搭建独立支撑的第一钢管脚手架，在其两边延伸搭设第二钢管脚手架，并建立可拆卸连接；然后，在第一钢管脚手架顶部安装第一支撑模板，确保两边延伸出后浇带侧边，并在侧边开设L形放置槽；最后，在第二钢管脚手架顶部安装第二支撑模板，使其一侧搭接在L形放置槽上。本施工方法实现资源有效利用，避免材料浪费，提高施工效率，为建筑施工提供了一种高效、经济的解决方案，在不影响后浇带施工的情况下，可单独拆除顶板支撑体系，实现材料周转使用。
Construction method of post-cast strip late disassembly type independent supporting scaffold
The invention provides a post-cast strip late disassembly type independent supporting scaffold construction method, and relates to the field of building construction. The method comprises the following steps: firstly, determining the position of a post-cast strip of a structure roof according to a design drawing; thirdly, an independently-supported first steel pipe scaffold is erected below the post-cast strip, second steel pipe scaffolds are erected on the two sides of the first steel pipe scaffold in an extending mode, and detachable connection is established; then, a first supporting formwork is installed at the top of the first steel pipe scaffold, it is ensured that the two sides extend out of the side edges of the post-cast strip, and L-shaped containing grooves are formed in the side edges; and finally, a second supporting formwork is installed on the top of the second steel pipe scaffold, and one side of the second supporting formwork is in lap joint with the L-shaped containing groove. According to the construction method, effective utilization of resources is achieved, material waste is avoided, the construction efficiency is improved, an efficient and economical solution is provided for building construction, and under the condition that post-cast strip construction is not affected, a top plate supporting system can be independently dismantled, and material turnover use is achieved.
本发明提出一种后浇带晚拆式独立支撑脚手架施工方法，涉及建筑施工领域。该方法步骤如下：首先，依据设计图纸确定构筑物顶板后浇带位置；接着，在后浇带下方搭建独立支撑的第一钢管脚手架，在其两边延伸搭设第二钢管脚手架，并建立可拆卸连接；然后，在第一钢管脚手架顶部安装第一支撑模板，确保两边延伸出后浇带侧边，并在侧边开设L形放置槽；最后，在第二钢管脚手架顶部安装第二支撑模板，使其一侧搭接在L形放置槽上。本施工方法实现资源有效利用，避免材料浪费，提高施工效率，为建筑施工提供了一种高效、经济的解决方案，在不影响后浇带施工的情况下，可单独拆除顶板支撑体系，实现材料周转使用。
Construction method of post-cast strip late disassembly type independent supporting scaffold
一种后浇带晚拆式独立支撑脚手架施工方法
REN TAO (author) / YAN JIE (author) / LI JIANLI (author) / ZHAO LANG (author) / BAI XIUYING (author) / XIONG YANBING (author)
2024-12-06
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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