大跨度钢管桁架结构施工监测研究

Kong-liang Chen, G. Yuan, L. Wang, Wen-zhong Zhang, Xiaoke Wang
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引用次数: 1

摘要

江门体育馆钢屋盖为大跨度空间管桁架结构,由主桁架、次桁架和稳定桁架组成。本文系统地阐述了施工模拟分析、施工监测系统的组成、监测方法、测点布置等。施工仿真分析模拟了主桁架累计吊装、次桁架及辅助结构吊装、然后主桁架整体卸载的全过程,这是整个工程的难点。结构施工监测结果表明,屋面结构处于安全状态,精细的施工模拟分析为施工过程提供了理论依据,模拟分析的理论值与实测数据吻合较好。此外,顶板支护卸载阶段竖向位移和应力发生明显突变,但各测点应力均处于弹性工况,满足设计要求,说明该模型和方法在施工模拟分析计算中的正确性,也为今后相关工程的设计和施工提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Research on Construction Monitoring of Large-Span Steel Pipe Truss Structure
The steel roof of Jiangmen gymnasium is the large-span spatial pipe truss structure, which is composed of main truss, secondary truss and stable truss. This paper systematically expounds the construction simulation analysis, the composition of the construction monitoring system, the monitoring method, and the arrangement of measuring points. The construction simulation analysis simulates the whole process of the main truss cumulative lifting installation, the secondary truss and auxiliary structure hoisting, and then the main truss for overall unloading, which is the difficulty of the whole project. The results of the structural construction monitoring show that the roof structure is in a safe state, and the fine construction simulation analysis provides a theoretical basis for the construction process, and the theoretical value of the simulation analysis is in good agreement with the measured data. In addition, vertical displacement and stress are obvious mutations in the unloading stage of roof support, but the stress of each measuring point is in elastic working condition, which meets the design requirements, indicating the correctness of the model and method in construction simulation analysis and calculation, and also provides reference for the design and construction of related projects in the future.
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