基于改进NCHRP评价法的螺旋股主缆检测与强度评价

Jorge Pérez Armiño, Ahsan Chowdhury
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引用次数: 0

摘要

a默里麦凯大桥(麦凯大桥)于1970年通车,在加拿大新斯科舍省的达特茅斯和哈利法克斯市中心之间的哈利法克斯港上有四条车道。从2002年开始,大桥的主缆已经多次打开进行详细的目视检查。业主哈利法克斯海港大桥委托COWI北美公司根据国家合作公路研究计划(NCHRP)报告534 -悬索桥平行钢丝绳检查和强度评估指南进行强度评估。由于MacKay大桥主缆由61股平行螺旋线组成,因此修改了NCHRP 534方法(用于平行线),以对螺旋线电缆进行强度评估。根据所进行的分析,确定麦凯大桥主缆此时具有足够的承载力。可以考虑采取额外的措施来保护电缆,主要是通过除湿,以防止主电缆的进一步恶化,延长电缆和桥架的使用寿命。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Main Cable Inspection and Strength Evaluation of Helicoidal Strand Main Cables Using a Modified NCHRP Evaluation Approach
The A. Murray MacKay Bridge (MacKay Bridge) opened to traffic in 1970 and carries four lanes of traffic over the Halifax Harbour between Dartmouth and downtown Halifax, Nova Scotia, Canada. The Bridge's main cable has been opened for detailed visual inspections several times beginning in 2002. The Owner, Halifax Harbour Bridges, retained COWI North America to perform a strength evaluation in accordance with the National Cooperative Highway Research Program (NCHRP) Report 534– Guidelines for Inspection and Strength Evaluation of Suspension Bridge Parallel Wire Cables. As the MacKay Bridge main cable is composed of 61 parallel strands with helicoidal wires, the NCHRP 534 approach (intended for parallel wires) was modified to perform the strength evaluation for cables with helicoidal wires. Based on the analysis performed, it was determined that the main cable of the MacKay Bridge has adequate capacity at this time. Additional measures to protect the cable, mainly through dehumidification, could be considered to prevent further deterioration of the main cable and extend the service life of the cable and therefore the bridge.
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