Research on Key Technologies for Construction of Steel Canopy Steel Structure in Chengdu Open Air Music Square

Dalin Zhang, Xiang Gao, Yongdong Wang, Haichuan Zhang
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Abstract

Taking the steel canopy project of the main stage of Chengdu Open-air Music Square as the research object, the project analyzes the construction difficulty, tight schedule and high quality requirements of the steel canopy from the aspects of construction difficulties, installation methods and construction process; puts forward reasonable structure division and construction steps; at the same time, the project innovatively puts forward the large-scale inverted "7 At the same time, the project innovatively proposes a large inverted "7" truss structure lifting method and an anti-deformation structure and its lifting method for the lifting of hyperbolic mesh shell structure; and fully utilizes construction simulation analysis, monitoring and testing technology, etc., to ensure the safety and quality of the construction of the steel canopy. The results show that the overall deformation of the steel canopy structure after molding is small, the construction efficiency has been improved by 38%, and all the nodes docked with the curtain wall project are within the installation design allowable values. The research results provide technical references for the application of similar canopy structure construction in China in the future.
成都露天音乐广场钢篷钢结构施工关键技术研究
该项目以成都露天音乐广场主舞台钢结构雨棚工程为研究对象,从施工难点、安装方法、施工工艺等方面分析了钢结构雨棚施工难度大、工期紧、质量要求高的特点,提出了合理的结构划分和施工步骤;同时,项目创新性地提出了大型倒 "7 "桁架结构吊装方法和双曲网壳结构吊装的防变形结构及其吊装方法,并充分运用了施工模拟分析、监控检测等技术。,确保钢结构雨篷的施工安全和质量。研究结果表明,钢结构雨棚成型后整体变形小,施工效率提高了38%,与幕墙工程对接的所有节点均在安装设计允许值范围内。研究成果为今后国内类似雨棚结构施工的应用提供了技术参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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