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Large-span roof steel structure hoisting method
The invention provides a large-span roof steel structure hoisting method, and belongs to the technical field of building installation, the large-span roof steel structure hoisting method comprises the following steps: using BIM software to divide installation areas of assembling units of roof steel structure prefabricated members; checking and accepting the prepared roof steel structure mounting part; marking the roof steel structure prefabricated member; transporting the roof steel structure prefabricated member to an installation site; carrying out installation sequence area division on the whole roof; calibrating the position of the vertical rod; a temporary roof steel structure support is arranged; erecting a scaffold; assembling the assembling units of the roof steel structure prefabricated parts on the ground of the construction site; hoisting the assembled splicing units on a scaffold to the mounting height; the splicing units are spliced with one another; carrying out spare part inlaying on the assembled assembling units; according to the invention, the problems of high-altitude operation and construction difficulty can be reduced at the same time.
本发明提供了一种大跨度屋盖钢结构吊装方法,属于建筑安装技术领域,该大跨度屋盖钢结构吊装方法,包括以下步骤:利用BIM软件划进行屋盖钢结构预制件的拼装单元的安装区域划分;对准备好的屋盖钢结构安装件进行验收;对屋盖钢结构预制件进行号料;将屋盖钢结构预制件运输到安装现场;对屋盖整体进行安装顺序区域划分;标定立杆的位置;布置临时屋盖钢结构支撑;搭设脚手架;在施工场地地面对屋盖钢结构预制件的拼装单元进行组装;在脚手架上吊装拼装好的拼装单元到安装高度;将对拼装单元之间进行拼装;对拼装好的拼装单元进行散件嵌补;进行验收和检查,本发明能够同时减少高空作业和施工难度的问题。
Large-span roof steel structure hoisting method
The invention provides a large-span roof steel structure hoisting method, and belongs to the technical field of building installation, the large-span roof steel structure hoisting method comprises the following steps: using BIM software to divide installation areas of assembling units of roof steel structure prefabricated members; checking and accepting the prepared roof steel structure mounting part; marking the roof steel structure prefabricated member; transporting the roof steel structure prefabricated member to an installation site; carrying out installation sequence area division on the whole roof; calibrating the position of the vertical rod; a temporary roof steel structure support is arranged; erecting a scaffold; assembling the assembling units of the roof steel structure prefabricated parts on the ground of the construction site; hoisting the assembled splicing units on a scaffold to the mounting height; the splicing units are spliced with one another; carrying out spare part inlaying on the assembled assembling units; according to the invention, the problems of high-altitude operation and construction difficulty can be reduced at the same time.
本发明提供了一种大跨度屋盖钢结构吊装方法,属于建筑安装技术领域,该大跨度屋盖钢结构吊装方法,包括以下步骤:利用BIM软件划进行屋盖钢结构预制件的拼装单元的安装区域划分;对准备好的屋盖钢结构安装件进行验收;对屋盖钢结构预制件进行号料;将屋盖钢结构预制件运输到安装现场;对屋盖整体进行安装顺序区域划分;标定立杆的位置;布置临时屋盖钢结构支撑;搭设脚手架;在施工场地地面对屋盖钢结构预制件的拼装单元进行组装;在脚手架上吊装拼装好的拼装单元到安装高度;将对拼装单元之间进行拼装;对拼装好的拼装单元进行散件嵌补;进行验收和检查,本发明能够同时减少高空作业和施工难度的问题。
Large-span roof steel structure hoisting method
一种大跨度屋盖钢结构吊装方法
WU RENQIANG (author) / LI TENG (author) / QIN HONGCHANG (author) / YIN FEI (author) / SI LIANGDE (author) / YUE YUANLEI (author) / YU WENLONG (author) / LI YONG (author) / ZHANG HENGCHANG (author) / MA JINYU (author)
2023-07-25
Patent
Electronic Resource
Chinese
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