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大型复杂钢桁架屋面吊装施工关键技术

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上海生物能源再利用项目三期工程的综合预处理车间共有 6 处钢结构屋面单体,桁架跨度为53。2 m,桁架高度 4。4 m,最大单榀桁架重量为 27。5 t;钢桁架巡检走廊为钢桁梁框架体系,桁架跨度为 35。2 m,桁架高度 2。4 m,单榀桁架重量为 17 t。该工程对钢结构加工、运输、安装提出了较高要求,项目编制了严谨的钢结构运输方案、安装方案,对各大型构件验算了吊装工况,为工程的顺利实施提供了有力保障,为类似工程提供了借鉴经验。
Key Technologies for Hoisting Construction of Large and Complex Steel Truss Roof
The comprehensive pre-treatment workshop of the Phase Ⅲ project of Shanghai Bioenergy Reuse has a total of 6 steel structure roof units,with a truss span of 53.2 m,a truss height of 4.4 m,and a maximum single truss weight of 27.5 t;The steel truss inspection corridor is a steel truss beam frame system,with a truss span of 35.2 m,a truss height of 2.4 m,and a single truss weight of 17 t.This project has high requirements for steel struc-ture processing,transportation,and installation.The rigorous steel structure transportation and installation plan prepared by the project has verified the lifting conditions of various large components,providing strong guaran-tees for the smooth implementation of the project and providing a reference experience for similar projects.

steel structureroofhoisting construction

陈凯

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上海老港固废综合开发有限公司,上海 201302

钢结构 屋面 吊装施工

2024

绿色科技
花木盆景杂志社

绿色科技

影响因子:0.365
ISSN:1674-9944
年,卷(期):2024.26(14)