The invention provides a steel structure hoisting method. The steel structure hoisting method comprises the following steps: constructing an integral finite element analysis model of a steel structure and a support frame; based on the overall finite element analysis model, the hoisting point position of the steel structure and the mounting position of a lifting platform are determined, and the mounting position of the lifting platform corresponds to at least part of the supporting frame; the lifting platform is installed on a supporting frame corresponding to the lifting platform, a lifting component is arranged at the lifting point position, the lifting platform comprises a connecting ball seat and a lifting frame, the lifting frame is connected to the supporting frame through the connecting ball seat, and a lifter is arranged on the lifting frame; a lifter on the lifting platform is connected with the hoisting component; and the lifter is controlled to lift the steel structure to the connecting ball seat, and the steel structure is connected with the connecting ball seat. According to the steel structure hoisting method disclosed by the invention, the construction of a temporary hoisting frame can be reduced, and the construction efficiency of a steel structure building is favorably improved.
本发明提供了一种钢结构吊装方法,该钢结构吊装方法包括:构建钢结构和支撑架的整体有限元分析模型;基于整体有限元分析模型,确定钢结构的吊装点位和提升平台的安装位置,提升平台的安装位置与至少部分支撑架相对应;将提升平台安装至与该提升平台相对应的支撑架上,在吊装点位处设置吊装部件,提升平台包括连接球座和提升架,提升架通过连接球座连接于支撑架,提升架上设有提升器;将提升平台上的提升器与吊装部件相连接;控制提升器将钢结构提升至连接球座处,将钢结构与连接球座相连接。本发明公开的钢结构吊装方法可以减少临时吊架的搭建,有助于提升钢结构建筑的施工效率。
Steel structure hoisting method
钢结构吊装方法
2024-02-27
Patent
Electronic Resource
Chinese
IPC: | B66C Krane , CRANES |
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