Abstract
When the service life of the suspension rods of arch bridges approaches their designed service life, suspension rod replacement is often carried out. However, at present, cases of replacing the suspension rods of the arch bridge under traffic conditions in China are still relatively rare. Considering the actual operational requirements for heavy load and traffic demand protection of arch bridges, this paper discussed the optimization of the main processes during the replacement of suspension rods, proposed correction methods for key parameters such as monitoring the influence of environmental temperature and vehicle loads during the construction process, as well as an accurate measurement method for the internal forces of short suspension rods, and evaluated the construction effect of suspension rod replacement of arch bridges under the heavy load and traffic demand protection requirements. The results show that all the control indicators of the suspension rod replacement of the arch bridge under the heavy load and traffic demand protection conditions meet the design and specification requirements. The proposed technical method can provide a reference for the replacement of suspension rods in the same type of bridge.
Publication Date
6-18-2022
DOI
10.14048/j.issn.1671-2579.2022.03.022
First Page
122
Last Page
126
Submission Date
May 2025
Recommended Citation
Hao, Yang and Wensheng, Lu
(2022)
"Key Technology of Suspender Replacement for Arch Bridge under the Requirement of Heavy Load and Tarffic Demand Protection,"
Journal of China & Foreign Highway: Vol. 42:
Iss.
3, Article 22.
DOI: 10.14048/j.issn.1671-2579.2022.03.022
Available at:
https://zwgl1980.csust.edu.cn/journal/vol42/iss3/22
Reference
[1] 张永晓.系杆拱桥坍塌原因分析与对策[J].城市道桥与防洪,2012(7):189-190,200. Zhang Yongxiao. Analysis of collapse causes and countermeasures for tied-arch bridges [J]. Urban Roads Bridges & Flood Control, 2012(7): 189-190, 200. [2] 四川省交通运输厅公路规划勘察设计研究院. 公路钢管混凝土拱桥设计规范: JTG/T D65-06—2015[S]. 北京: 人民交通出版社, 2015. Sichuan Provincial Communications Department Highway Planning, Survey, Design and Research Institute. Design Specifications for Highway Concrete-Filled Steel Tubular Arch Bridges: JTG/T D65-06-2015 [S]. Beijing: China Communications Press, 2015. [3] FENG D M, MAUCH C, SUMMERVILLE S, et al. Suspender replacement for a signature bridge[J]. Journal of Bridge Engineering, 2018, 23(11): 05018010. [4] 苏小妹, 许红胜, 颜东煌. 不中断交通情况下拱桥更换吊杆施工工序优化研究[J]. 中外公路, 2019, 39(3): 115-118. Su Xiaomei, Xu Hongsheng, Yan Donghuang. Construction process optimization for hanger replacement in arch bridges under live traffic conditions [J]. Journal of China & Foreign Highway, 2019, 39(3): 115-118. [5] 单成林. 拱桥吊杆的更换设计及施工方法[J]. 中外公路, 2006, 26(4): 151-153. Shan Chenglin. Design and construction methods for hanger replacement in arch bridges [J]. Journal of China & Foreign Highway, 2006, 26(4): 151-153. [6] 高晨珂,金辉,徐岳.中下承式钢管混凝土拱桥吊杆更换的索力监控[J].中外公路,2014,34(1):190-193. Gao Chenke, Jin Hui, Xu Yue. Cable force monitoring during hanger replacement for through/half-through cfst arch bridges [J]. Journal of China & Foreign Highway, 2014, 34(1): 190-193.