铁道建筑2024,Vol.64Issue(1) :81-85.DOI:10.3969/j.issn.1003-1995.2024.01.15

高速铁路系杆拱桥检测方法及应用

Detection Method and Application of High Speed Rail Tied Arch Bridge

吴涛 陈勇 陈朝辉
铁道建筑2024,Vol.64Issue(1) :81-85.DOI:10.3969/j.issn.1003-1995.2024.01.15

高速铁路系杆拱桥检测方法及应用

Detection Method and Application of High Speed Rail Tied Arch Bridge

吴涛 1陈勇 2陈朝辉3
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作者信息

  • 1. 上海市建筑科学研究院有限公司, 上海 200032;上海市工程结构安全重点实验室, 上海 200032
  • 2. 上海市建筑科学研究院有限公司, 上海 200032;浙江大学 建筑工程学院, 杭州 310030
  • 3. 中国铁路上海局集团公司, 上海 200071
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摘要

根据高速铁路系杆拱桥的结构特点、受力特点和养护条件,研究制定了外观缺损检测、吊杆体系专项检测、结构姿态检测、材料性能检测、动力特性测试、承载能力检算等测试内容及采用方法,并应用于京沪高速铁路一座实桥检测中.检测结果表明:该桥除外观上存在少量病害外,结构整体受力性能良好,相对于桥梁建成初期没有明显的变化,验证了本文检测方法的有效性和可实施性.

Abstract

According to the structural characteristics,stress characteristics,and maintenance conditions of high speed railway tied arch bridges,the testing content and methods for appearance defect detection,special inspection of suspension system,structural posture detection,material performance detection,dynamic characteristic testing,and bearing capacity calculation were specified in this paper,which were applied to the inspection of a real bridge on the Beijing-Shanghai high speed railway.The test results show that except for a small amount of external defects,the overall structural stress performance of the bridge is good,and there is no significant change compared to the initial stage of bridge construction,which verifies the effectiveness and feasibility of the detection method in this paper.

关键词

高速铁路系杆拱桥/外观缺损/吊杆/动力特性/承载能力

Key words

high speed railway tied arch bridge/appearance defect/suspender/dynamic characteristic/bearing capacity

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基金项目

上海市交通委员会课题(JT2023-KY-019)

上海建科集团数字化转型项目(SZ10000038.20220003)

出版年

2024
铁道建筑
中国铁道科学研究院

铁道建筑

北大核心
影响因子:0.623
ISSN:1003-1995
参考文献量10
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