Discussion of maintenance strategies for a self-anchored suspension bridge's main cable

被引:0
|
作者
Luo, X. H. [1 ]
Deng, Q. E. [1 ]
Xiao, J. M. [1 ]
机构
[1] Tongji Architectural Design Grp Co Ltd, Shanghai, Peoples R China
关键词
D O I
10.1201/9780429279119-175
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Suspension bridges' safety depends on persistence and safety of main cables since they are essentials for the bridges and extremely difficult to be replaced in bridges' service life time. Popular maintenance strategies for main cables were discussed in this article with an example of a self-anchored suspension bridge. The bridge has a main span of 280 m and two bridge towers. The superstructures are mixed girders. Each main cable is composed of 37 strands and each strand is made up of 91 twisted steel wires covered by zinc. The suspension bridge was opened to traffic in 2008. In 2016, the bridge was comprehensively inspected. The results, according to Code for Maintenance of Highway Bridge and Culverts (JTG H11-2004), revealed that the bridge needs to be repaired. Three maintenance strategies are introduced in this article. The mixture of wrapping belt protection and dehumidification system is proved the best strategy.
引用
收藏
页码:1296 / 1300
页数:5
相关论文
共 50 条
  • [31] The Dynamic Analysis of Self-anchored Suspension Bridge Based on Ansys
    Xing, Bangsheng
    Du, Changlun
    Wang, Xuefeng
    ADVANCES IN MECHATRONICS TECHNOLOGY, 2011, 43 : 594 - +
  • [32] Construction Monitoring of Self-Anchored Suspension Bridge with Inclined Tower
    Gou, Hongye
    Liu, Chang
    Bao, Yi
    Han, Bing
    Pu, Qianhui
    JOURNAL OF BRIDGE ENGINEERING, 2021, 26 (10)
  • [33] Responses of self-anchored suspension bridge to sudden breakage of hangers
    Qiu, Wenliang
    Jiang, Meng
    Zhang, Zhe
    STRUCTURAL ENGINEERING AND MECHANICS, 2014, 50 (02) : 241 - 255
  • [34] STRUCTURAL SYSYTEM RELIABILITY ANALYSIS FOR A SELF-ANCHORED SUSPENSION BRIDGE
    Yu, Baochu
    Li, Shengyong
    PROGRESS IN STRUCTURE, PTS 1-4, 2012, 166-169 : 1868 - +
  • [35] Determination of hanger installation procedure for a self-anchored suspension bridge
    Kim, HK
    Lee, MJ
    Chang, SP
    ENGINEERING STRUCTURES, 2006, 28 (07) : 959 - 976
  • [36] Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength
    Zhang, Zhe
    Wang, Huili
    Qin, Sifeng
    Ge, Xiaomeng
    FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING, 2009, 3 (03): : 286 - 291
  • [37] Experiment on the Behavior of a Self-Anchored Suspension and Cable-Stayed Hybrid Bridge during Structural Transformation
    Yu Zhao
    Yongjun Zhou
    Lingling Wu
    Changchang Li
    Zhongguo John Ma
    KSCE Journal of Civil Engineering, 2020, 24 : 1821 - 1831
  • [38] Elastic-Plastic Time History Analysis of Self-Anchored Cable-Stayed Suspension Bridge
    Miao, Feng
    Shi, Lei
    Zhang, Zhe
    ADVANCES IN STRUCTURES, PTS 1-5, 2011, 163-167 : 4295 - 4300
  • [39] AERODYNAMIC STABILITY OF SELF-ANCHORED DOUBLE DECK SUSPENSION BRIDGE
    KWON, SD
    CHANG, SP
    KIM, YS
    PARK, SY
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1995, 54 : 25 - 34
  • [40] Innovative Design and Construction Process for a Self-Anchored Suspension and Cable-Stayed Cooperation Bridge in China
    Wang, Xiaoming
    Wang, Chengshu
    Zhang, Minfang
    Xu, Yuanxiao
    Lei, Xiaoming
    STRUCTURAL ENGINEERING INTERNATIONAL, 2018, 28 (02) : 178 - 184