Research on construction slip monitoring method of spatial steel structure with triangular cone shape spanning 120 meters

被引:0
|
作者
Chang L. [1 ]
Huang X. [1 ]
Zhao Y. [1 ]
Han L. [1 ]
Gao H. [1 ]
Liu H. [1 ]
机构
[1] National Construction Engineering Quality Supervision and Inspection Center, China Academy of Building Research, Beijing
来源
Jianzhu Jiegou Xuebao/Journal of Building Structures | 2022年 / 43卷 / 09期
关键词
slippage; stability; steel structure; structural damage; structural inspection; synchronization;
D O I
10.14006/j.jzjgxb.2020.0780
中图分类号
学科分类号
摘要
The sliding of long-span steel structure is a dynamic process, and factors such as sliding thrust, environmental load, track bearing capacity, and track smoothness all affect the accurate positioning of the structure. Therefore, a method that can monitor the structural safety, stability, and synchronization of the sliding construction process was proposed. This method can accurately predict the location and degree of structural damage during sliding and take measures in advance by simulating and analyzing the construction sliding process. To avoid stress concentration, excessive local deformation, derailment, instability, and overturning, the changes of parameters in the construction process of structural sliding were monitored in real-time. Taking the steel structure roof of Datong Art Museum as an example, before the slip, the sliding construction process was analyzed and a monitoring system was installed. The system was used for real-time monitoring, analysis, and feedback on the strain, displacement, and deformation of the key components of the structure as well as ambient temperature during the sliding process. The results show that the sliding of long-span steel structure is affected by temperature, track smoothness, structural deformation value at the track and jacking equipment error. The monitoring methods that combine finite element simulation, on-site monitoring, real-time analysis and feedback, can effectively control the internal forces, deformation, synchronization of the sliding of each rail and the overall stability of the structure during the slip process. © 2022 Science Press. All rights reserved.
引用
收藏
页码:251 / 259
页数:8
相关论文
共 18 条
  • [1] LEI Susu, LIU Yufei, DUAN Xianjun, Et al., Study of comprehensive monitoring technology of the construction process of complex large-span spatial steel structures, Engineering Mechanics, 35, 12, pp. 203-211, (2018)
  • [2] CHANG Le, LI Ruifeng, LI Zhiwei, Research on construction unloading monitoring technology of 120 m triangular pyramidal space steel structure, Journal of Building Structures, 41, 2, pp. 142-148, (2020)
  • [3] LIU Hongbo, CHEN Zhihua, NIU Ben, Numerical simulation and in situ monitoring of pre-stressing construction of suspen-dome structures, Journal of Building Structures, 33, 12, pp. 79-84, (2012)
  • [4] ZHANG Guofa, DONG Shilin, ZHUO Xin, Et al., Research on sliding cable in construction of suspenddome structures, Journal of Zhejiang University (Engineering Science), 42, 6, pp. 1051-1057, (2008)
  • [5] HAMPSHIRE T A, ADELI H., Monitoring the behavior of steel structures using distributed optical fiber sensors, Journal of Constructional Steel Research, 53, 3, pp. 267-281, (2000)
  • [6] ALLA S, ASADI S S., Integrated methodology of structural health monitoring for civil structures, Materialstoday:Proceedings, 27, pp. 1066-1072, (2020)
  • [7] ZHOU M, FAN J S, LIU Y F, Et al., Non-uniform temperature field and effect on construction of large-span steel structures, Automation in Construction, 119, (2020)
  • [8] SCHENK P, ZGUTOVA K., Analysis of nede-structural magnetic method barkhausenov noise for monitoring steel constructions, Transportation Research Procedia, 40, pp. 475-480, (2019)
  • [9] CHEILAKOU E, TSOPELAS N, ANASTASOPOULOS A, Et al., Strain monitoring system for steel and concrete structures, Procedia Structural Integrity, 10, pp. 25-32, (2018)
  • [10] BAO Guangjian, GUO Yanlin, LI Guorong, Et al., A curved sliding construction technology for main building of terminal of Guangzhou new Baiyun international airport, Journal of Building Structures, 23, 5, pp. 90-96, (2002)