中国安全科学学报 ›› 2021, Vol. 31 ›› Issue (4): 119-124.doi: 10.16265/j.cnki.issn1003-3033.2021.04.016

• 安全工程技术 • 上一篇    下一篇

多跨单层网壳施工平台分析与安全监测

武诣霖 工程师, 陈晓明 教授级高工, 周锋 教授级高工, 金伟峰 高级工程师, 俞嫒妍 高级工程师, 王正佳 工程师   

  1. 上海市机械施工集团有限公司,上海 200040
  • 收稿日期:2021-01-15 修回日期:2021-03-11 出版日期:2021-04-28 发布日期:2021-12-20
  • 作者简介:武诣霖 (1990—),男,吉林长春人,硕士,工程师,主要从事金属结构施工技术、施工力学、施工过程监测等方面的工作。E-mail:715265655@qq.com。
  • 基金资助:
    国家重点研发计划项目(2017YFC0805500)。

Analysis and safety monitoring of multi-span reticulated shell construction platform

WU Yilin, CHEN Xiaoming, ZHOU Feng, JIN Weifeng, YU Aiyan, WANG Zhengjia   

  1. Shanghai Mechanized Construction Group Co., Ltd., Shanghai 200040, China
  • Received:2021-01-15 Revised:2021-03-11 Online:2021-04-28 Published:2021-12-20

摘要: 为保证结构在施工过程中的安全性及稳定性,采用施工过程分析数值模拟某多跨单层连续网壳结构的施工,基于模拟结果选取具有代表性的杆件作为测点,实时监测结构在整个施工过程中,因结构体系、传力路径、荷载条件和边界条件改变而变化的应力,并对比数值模拟结果与实测结果,预警结构在施工过程中可能出现的事故。研究结果表明:实测值能够反映结构在体系转换过程中的受力变化,验证应力监测系统和监测方法的正确性,建立在施工过程分析基础上的应力监测能够预警施工过程中可能出现的风险。

关键词: 多跨单层网壳, 施工平台, 施工过程监测, 钢桁架, 施工过程

Abstract: In order to ensure structure safety and stability during construction process, process analysis was used to simulate construction of a multi-span reticulated shell structure. Then, based on simulation results, representative components were selected as measuring points to monitor stress changes due to structural system, force transmission path, load conditions and boundary conditions during whole process. Finally, results of numerical simulation were compared with actual measurement to predict possible accidents. The results show that measured values can reflect stress changes of structures during system transformation, and verify correctness of stress monitoring system and methods. Therefore, stress monitoring based on construction process analysis can predict possible risks during construction.

Key words: multi-span reticulated shell, construction platform, monitoring of construction process, steel truss, construction process

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