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Large-span special-shaped steel structure building construction method
The invention provides a large-span special-shaped steel structure building construction method, and belongs to the technical field of building construction.The large-span special-shaped steel structure building construction method comprises the following steps that a construction site is divided into a plurality of construction units, and a large-span special-shaped steel structure located in each construction unit is divided into a plurality of assembly modules; a frame column is installed in each construction unit; the assembling modules are integrally assembled on the ground in a non-construction area; conveying the assembly module to a to-be-mounted position on the top of the frame column by using a hoisting machine; the assembling modules are assembled and connected through a butt joint mechanism, and the large-span deformed steel structure is formed; a roof panel is installed on each assembling module through a roof assembling mechanism; the problems that in the splicing process, the alignment effect during connection of the splicing modules cannot be guaranteed, and when the installation deviation exceeds the allowable deviation, the construction quality is not high are solved.
本发明提供了一种大跨度异形钢结构建筑施工方法,属于建筑施工技术领域,该大跨度异形钢结构建筑施工方法包括以下步骤:将施工场地划分为多个施工单元,并将位于每个所述施工单元内的大跨度异型钢结构划分为多个装配模块;在每个所述施工单元内安装框架柱;将所述装配模块分别在非施工区域进行地面整体拼装;使用吊装机将所述装配模块输送至所述框架柱顶部待安装位置;使用对接机构对所述装配模块进行组配连接,形成大跨度异型钢结构;使用屋面组装机构在每个所述装配模块上安装屋面板;本发明有利于解决拼装过程中不能保证各个拼装模块之间连接时的对正效果,安装偏差超过允许偏差时会导致施工质量不高的问题。
Large-span special-shaped steel structure building construction method
The invention provides a large-span special-shaped steel structure building construction method, and belongs to the technical field of building construction.The large-span special-shaped steel structure building construction method comprises the following steps that a construction site is divided into a plurality of construction units, and a large-span special-shaped steel structure located in each construction unit is divided into a plurality of assembly modules; a frame column is installed in each construction unit; the assembling modules are integrally assembled on the ground in a non-construction area; conveying the assembly module to a to-be-mounted position on the top of the frame column by using a hoisting machine; the assembling modules are assembled and connected through a butt joint mechanism, and the large-span deformed steel structure is formed; a roof panel is installed on each assembling module through a roof assembling mechanism; the problems that in the splicing process, the alignment effect during connection of the splicing modules cannot be guaranteed, and when the installation deviation exceeds the allowable deviation, the construction quality is not high are solved.
本发明提供了一种大跨度异形钢结构建筑施工方法,属于建筑施工技术领域,该大跨度异形钢结构建筑施工方法包括以下步骤:将施工场地划分为多个施工单元,并将位于每个所述施工单元内的大跨度异型钢结构划分为多个装配模块;在每个所述施工单元内安装框架柱;将所述装配模块分别在非施工区域进行地面整体拼装;使用吊装机将所述装配模块输送至所述框架柱顶部待安装位置;使用对接机构对所述装配模块进行组配连接,形成大跨度异型钢结构;使用屋面组装机构在每个所述装配模块上安装屋面板;本发明有利于解决拼装过程中不能保证各个拼装模块之间连接时的对正效果,安装偏差超过允许偏差时会导致施工质量不高的问题。
Large-span special-shaped steel structure building construction method
一种大跨度异形钢结构建筑施工方法
WU XIAO (author) / SHI LINPENG (author) / GUO HONGXIN (author) / WANG JIANTAO (author) / WANG LIBIN (author) / XU GUANGMING (author) / CHAI YUAN (author) / CHEN LIANSHENG (author) / XU YONGQIANG (author) / ZHANG RUI (author)
2023-07-04
Patent
Electronic Resource
Chinese
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