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The invention relates to a large-span steel structure building roof splicing installation construction method which mainly comprises the following steps of plate installation, plate jacking, rotationadjustment, crimping installation and the like, and used installation machinery comprises a movable base, a support telescopic rod, a movable table, an installation bottom plate and a splicing construction device; and supporting telescopic rods are installed on the front side and the rear side of the upper end of the movable base, the movable table is connected to the movable ends of the supporting telescopic rods, the installation bottom plate is fixed to the upper end of the movable table, and the splicing construction device is arranged at the upper end of the installation bottom plate. According to the large-span steel structure building roof splicing installation construction method, the problems that according to a traditional large-span steel structure building roof splicing installation construction method, a large crane is often needed for hoisting, but in some narrow construction areas, the large crane cannot enter, construction is difficult, after a color steel plate is hoisted to a roof, manual butt joint, adjustment and installation are needed, operation is tedious, and huge consumption is caused to workers and the like can be solved.
本发明涉及一种大跨度钢结构建筑屋面拼接安装施工方法,主要包括以下步骤:板件安装、板件顶升、转动调整以及压接安装等多种工序,使用到的安装机械包括移动底座、支撑伸缩杆、移动台、安装底板和拼接施工装置,所述的移动底座上端的前后两侧通过安装有支撑伸缩杆,支撑伸缩杆的移动端连有有移动台,移动台的上端固定有安装底板,安装底板的上端设置有拼接施工装置。本发明可以解决传统的大跨度钢结构建筑屋面拼接安装施工方法,往往需要大型吊车进行吊运,但在一些狭窄的施工区域,大型吊车无法进入,导致施工困难,且当彩钢板吊至屋顶后,需要人工进行对接、调整并安装,操作繁琐,且对工作人员造成巨大消耗等问题。
The invention relates to a large-span steel structure building roof splicing installation construction method which mainly comprises the following steps of plate installation, plate jacking, rotationadjustment, crimping installation and the like, and used installation machinery comprises a movable base, a support telescopic rod, a movable table, an installation bottom plate and a splicing construction device; and supporting telescopic rods are installed on the front side and the rear side of the upper end of the movable base, the movable table is connected to the movable ends of the supporting telescopic rods, the installation bottom plate is fixed to the upper end of the movable table, and the splicing construction device is arranged at the upper end of the installation bottom plate. According to the large-span steel structure building roof splicing installation construction method, the problems that according to a traditional large-span steel structure building roof splicing installation construction method, a large crane is often needed for hoisting, but in some narrow construction areas, the large crane cannot enter, construction is difficult, after a color steel plate is hoisted to a roof, manual butt joint, adjustment and installation are needed, operation is tedious, and huge consumption is caused to workers and the like can be solved.
本发明涉及一种大跨度钢结构建筑屋面拼接安装施工方法,主要包括以下步骤:板件安装、板件顶升、转动调整以及压接安装等多种工序,使用到的安装机械包括移动底座、支撑伸缩杆、移动台、安装底板和拼接施工装置,所述的移动底座上端的前后两侧通过安装有支撑伸缩杆,支撑伸缩杆的移动端连有有移动台,移动台的上端固定有安装底板,安装底板的上端设置有拼接施工装置。本发明可以解决传统的大跨度钢结构建筑屋面拼接安装施工方法,往往需要大型吊车进行吊运,但在一些狭窄的施工区域,大型吊车无法进入,导致施工困难,且当彩钢板吊至屋顶后,需要人工进行对接、调整并安装,操作繁琐,且对工作人员造成巨大消耗等问题。
Large-span steel structure building roof splicing installation construction method
一种大跨度钢结构建筑屋面拼接安装施工方法
LIU CHEN (author)
2021-02-19
Patent
Electronic Resource
Chinese
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