铁道建筑2024,Vol.64Issue(3) :66-71.DOI:10.3969/j.issn.1003-1995.2024.03.12

基于多源传感数据的千米级公铁两用桥梁线形自动化监测技术

Automatic Alignment Monitoring Technologies for Kilometer-level Rail-cum-Road Bridges Based on Multi-source Sensor Data

徐伟昌 谭社会 杨兴旺 李宁 时瑾
铁道建筑2024,Vol.64Issue(3) :66-71.DOI:10.3969/j.issn.1003-1995.2024.03.12

基于多源传感数据的千米级公铁两用桥梁线形自动化监测技术

Automatic Alignment Monitoring Technologies for Kilometer-level Rail-cum-Road Bridges Based on Multi-source Sensor Data

徐伟昌 1谭社会 1杨兴旺 2李宁 3时瑾4
扫码查看

作者信息

  • 1. 中国铁路上海局集团有限公司,上海 200071
  • 2. 上海铁路北斗测量工程技术有限公司,上海 200071
  • 3. 北京讯腾智慧科技股份有限公司,北京 100029
  • 4. 北京交通大学 土木建筑工程学院,北京 100044
  • 折叠

摘要

线形监测是保障大跨度公铁两用桥梁安全运营的有效措施.基于大地测量的桥梁变形监测周期长、工作量大,受监测频次限制难以实时监测.鉴于此,本文提出了一种以GNSS(Global Navigation Satellite System)为核心的多源传感数据的桥梁线形自动化监测技术,并应用于千米级跨度的沪苏通公铁两用长江大桥.结果表明监测方案合理可行,精度可达到厘米级(水平±15 mm,高程±30 mm),具有全天候实时监测的优点,可实现瞬时极值监测及报警,为日常养护提供技术支持.

Abstract

Alignment monitoring is an effective measure to ensure the safe operation of long span rail-cum-road bridge.Bridge deformation monitoring based on terrestrial surveying has long monitoring cycles and heavy workloads,making it difficult to achieve real-time monitoring due to limitations in monitoring frequency.In view of this,an automated bridge alignment monitoring technology based on GNSS(Global Navigation Satellite System)as the core of multi-source sensor data was in this paper.Through its application in the kilometer-level span of the Shanghai-Suzhou-Hangzhou Rail-cum-Road Yangtze River Bridge,it demonstrates that the monitoring scheme is reasonable and feasible,with an accuracy reaching the centimeter level(horizontal±15 mm,elevation±30 mm).It has the advantages of all-weather real-time monitoring,instantaneous extreme value monitoring,and alarm capabilities,providing technical support for routine maintenance.

关键词

公铁两用桥梁/自动化监测/试验研究/桥梁动态线形/GNSS动态相对定位

Key words

rail-cum-road bridge/automated monitoring/experimental research/dynamic alignment of bridges/GNSS dynamic relative positioning

引用本文复制引用

基金项目

国家重点研发计划(2022YFB2602900)

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13
段落导航相关论文