1673-159X

CN 51-1686/N

大跨度双曲拱桥加固设计及效果评价

Strengthening Design and Its Effect Evaluation of a Long Span Double Arch Bridge

  • 摘要: 某运营超过30年的大跨度钢筋混凝土双曲拱桥受损严重且承载能力不足。在结构安全评估的基础上, 针对结构病害治理和提升荷载等级要求, 对该桥提出有针对性的加固改造措施和设计方案。采用增大截面法加固主拱圈、对腹拱圈进行补强、对缺陷进行治理、采用植筋技术等方法大大提高了结构承载能力, 改善了结构的使用功能和耐久性, 可为类似的双曲拱桥的加固设计提供参考。

     

    Abstract: The reinforced concrete double arch bridge used for more than 35 years has been damaged severely and in very poor condition. Based on the safe evaluation of the bridge, the strengthening design is carried out. By means of enlarging the section of main arch lab, strengthening the spandrel arch, repairing the deficiency parts and planting bar technique, the carrying capacity and durability of the bridge for higher load class is improved largely. The method and the strengthening design described in the paper could be a valuable reference for the similar works.

     

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