Maintenance and inspection of stay cables using prestressing steel at a German bridge

被引:0
|
作者
Glaeser, Christian [1 ]
Weiher, Hermann [1 ]
机构
[1] Tech Univ Munich, Dept Concrete Struct, Munich, Germany
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the past all large stay cable bridges in Germany were built with locked wire ropes. For a new project, Ziegelgraben-Bridge crossing the "Strelasound", the contract award also had allowed offers with stay cables using prestressing strands for tendoring. Before executing the bridges with stay cables using prestressing strands special requirements for the life time of the bridge were defined to ensure the durability and sustainability of the structure. The exchangeability of a stay cable as well as of a single strand has to be possible. The possibility for load measurements has to be given. Ducts and corrosion protection systems shall be visitable. Exchangeability had to be verified with special tests. For load measuring direct (lock-off-test) and indirect methods (vibration analysis) were applied. For vibration analysis reference measurements were performed after completion of the bridges. As most of the ducts of stay cables using prestressing steel have an outer helix to reduce vibrations common methods for visual inspection with cameras had to be modified. After the test methods had been planned a maintenance manual was created which defines the inspection periods as well as type and number of tests for the inspection period. By this an effective maintenance of the stay cables with adequate durability and safety shall be guaranteed.
引用
收藏
页码:553 / +
页数:3
相关论文
共 50 条
  • [31] Probabilistic Models for Fatigue Resistance of Seven-Wire Prestressing Strands and Stay Cables
    Nabizadeh, Azam
    Al-Barqawi, Mohammad O.
    Tabatabai, Habib
    JOURNAL OF BRIDGE ENGINEERING, 2021, 26 (10)
  • [32] Suspension Bridge Cables: Pathologies, Inspection, Alternative Materials
    Drissi-Habti, Monssef
    Yanev, Bojidar
    Betti, Raimondo
    MATERIALS EVALUATION, 2009, 67 (12) : 1379 - 1386
  • [33] Subsequent anchorage of transverse prestressing cables clamping devices to rebuild Deelboge Bridge
    Fust, Christina
    Wolff, Maren
    Mark, Peter
    Borowski, Michael
    BETON- UND STAHLBETONBAU, 2012, 107 (03) : 136 - 145
  • [34] Factors in Bridge Failure, Inspection, and Maintenance
    Chen, Tung-Tsan
    JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2017, 31 (05)
  • [35] Inspection and repair of Lake Maracaibo Bridge suspension cables
    de Rincón, O
    Contreras, D
    Sánchez, M
    Padilla, J
    Lasarte, C
    Sarcos, A
    García, H
    Navarro, A
    MATERIALS PERFORMANCE, 2001, 40 (10) : 34 - 38
  • [36] Recent advances on inspection, monitoring, and assessment of bridge cables
    Kong, Xuan
    Liu, Zhenwen
    Liu, Han
    Hu, Jiexuan
    Deng, Lu
    AUTOMATION IN CONSTRUCTION, 2024, 168
  • [37] Stochastic modelling and optimum inspection and maintenance strategy for fatigue affected steel bridge members
    Huang, Tian-Li
    Zhou, Hao
    Chen, Hua-Peng
    Ren, Wei-Xin
    SMART STRUCTURES AND SYSTEMS, 2016, 18 (03) : 569 - 584
  • [38] Nonlinear Dynamic Reliability of Coupled Stay Cables and Bridge Tower
    余建星
    田佳
    董文斌
    丁宁
    杨晓蓉
    谭振东
    Transactions of Tianjin University, 2007, (05) : 334 - 339
  • [39] Stonecutters Bridge, Hong Kong: stay cables and geometry control
    Kite, Steve
    Yeung, Ngai
    Vejrum, Tina
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2012, 165 (01) : 59 - 65
  • [40] Testing and model verification of the Maysville Kentucky bridge stay cables
    Smith, SW
    Campbell, JE
    PROCEEDINGS OF IMAC-XX: STRUCTURAL DYNAMICS VOLS I AND II, 2002, 4753 : 1050 - 1056