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Large-span steel structure hoisting method
The invention provides a large-span steel structure hoisting method, and relates to the field of steel structure hoisting. The large-span steel structure hoisting method comprises a hoisting device, wherein the hoisting device comprises a connecting frame, limiting blocks are fixedly connected to the positions, close to the top, of the symmetrical side walls in the connecting frame, a first mounting groove is formed in the outer side wall of the connecting frame, and the first mounting groove communicates with the two limiting blocks. According to the large-span steel structure hoisting method, the hoisting device is arranged, a building crane and the connecting frame are installed, a steel structure part is placed at the top of a placing bottom plate, the placing bottom plate is fastened through a fastening cable, so that the steel structure part is fixed, then a supporting frame and the placing bottom plate are connected through a connecting cable, the building crane is started to carry out a hoisting task; after installation is completed, a buckle is detached, so that a dismounting task is completed, the construction is rapid, the construction efficiency is improved, the single building crane is operated, and the operation is simple; and meanwhile, the hoisting cost is greatly reduced through the single building crane and the high-efficiency work.
本发明提供一种大跨度钢结构吊装方法,涉及钢结构吊装领域。该基于大跨度钢结构吊装方法,包括吊装装置,所述吊装装置包括连接架,所述连接架内对称侧壁靠近顶部位置固定连接有限位块,所述连接架外侧壁开设有第一安装槽,且第一安装槽与位于两个限位块相连通。本发明设置有吊装装置,通过建筑吊机与连接架进行安装,在通过钢结构件放置于放置底板顶部,并通过紧固索将放置底板进行紧固,完成对钢结构件的固定,再通过连接索将支撑架与放置底板进行连接,启动建筑吊机进行吊装任务,完成安装后,卸下卡扣即完成了拆卸任务,施工迅速,提升了施工效率,单建筑吊机操作,操作简单;同时单建筑吊机和高效率的工作大大降低吊装成本。
Large-span steel structure hoisting method
The invention provides a large-span steel structure hoisting method, and relates to the field of steel structure hoisting. The large-span steel structure hoisting method comprises a hoisting device, wherein the hoisting device comprises a connecting frame, limiting blocks are fixedly connected to the positions, close to the top, of the symmetrical side walls in the connecting frame, a first mounting groove is formed in the outer side wall of the connecting frame, and the first mounting groove communicates with the two limiting blocks. According to the large-span steel structure hoisting method, the hoisting device is arranged, a building crane and the connecting frame are installed, a steel structure part is placed at the top of a placing bottom plate, the placing bottom plate is fastened through a fastening cable, so that the steel structure part is fixed, then a supporting frame and the placing bottom plate are connected through a connecting cable, the building crane is started to carry out a hoisting task; after installation is completed, a buckle is detached, so that a dismounting task is completed, the construction is rapid, the construction efficiency is improved, the single building crane is operated, and the operation is simple; and meanwhile, the hoisting cost is greatly reduced through the single building crane and the high-efficiency work.
本发明提供一种大跨度钢结构吊装方法,涉及钢结构吊装领域。该基于大跨度钢结构吊装方法,包括吊装装置,所述吊装装置包括连接架,所述连接架内对称侧壁靠近顶部位置固定连接有限位块,所述连接架外侧壁开设有第一安装槽,且第一安装槽与位于两个限位块相连通。本发明设置有吊装装置,通过建筑吊机与连接架进行安装,在通过钢结构件放置于放置底板顶部,并通过紧固索将放置底板进行紧固,完成对钢结构件的固定,再通过连接索将支撑架与放置底板进行连接,启动建筑吊机进行吊装任务,完成安装后,卸下卡扣即完成了拆卸任务,施工迅速,提升了施工效率,单建筑吊机操作,操作简单;同时单建筑吊机和高效率的工作大大降低吊装成本。
Large-span steel structure hoisting method
一种大跨度钢结构吊装方法
GUAN GUORONG (Autor:in)
11.06.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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