陈令坤, 徐祥, 蒋丽忠, 张清华, 张楠, 李乔. 基于加速度传感器的检定轻墩铁路桥梁横向位移新方法及振动台试验验证[J]. 工程力学, 2022, 39(4): 76-85. DOI: 10.6052/j.issn.1000-4750.2021.02.0144
引用本文: 陈令坤, 徐祥, 蒋丽忠, 张清华, 张楠, 李乔. 基于加速度传感器的检定轻墩铁路桥梁横向位移新方法及振动台试验验证[J]. 工程力学, 2022, 39(4): 76-85. DOI: 10.6052/j.issn.1000-4750.2021.02.0144
CHEN Ling-kun, XU Xiang, JIANG Li-zhong, ZHANG Qing-hua, ZHANG Nan, LI Qiao. A NOVEL ACCELEROMETER-BASED METHOD FOR ESTIMATING THE TRANSVERSE DISPLACEMENT OF LIGHT PIER RAILROAD BRIDGES AND SHAKING TABLE TEST VERIFICATION[J]. Engineering Mechanics, 2022, 39(4): 76-85. DOI: 10.6052/j.issn.1000-4750.2021.02.0144
Citation: CHEN Ling-kun, XU Xiang, JIANG Li-zhong, ZHANG Qing-hua, ZHANG Nan, LI Qiao. A NOVEL ACCELEROMETER-BASED METHOD FOR ESTIMATING THE TRANSVERSE DISPLACEMENT OF LIGHT PIER RAILROAD BRIDGES AND SHAKING TABLE TEST VERIFICATION[J]. Engineering Mechanics, 2022, 39(4): 76-85. DOI: 10.6052/j.issn.1000-4750.2021.02.0144

基于加速度传感器的检定轻墩铁路桥梁横向位移新方法及振动台试验验证

A NOVEL ACCELEROMETER-BASED METHOD FOR ESTIMATING THE TRANSVERSE DISPLACEMENT OF LIGHT PIER RAILROAD BRIDGES AND SHAKING TABLE TEST VERIFICATION

  • 摘要: 截至2019年,全国铁路完成货物发送量43.89亿吨,且货运量年增长率保持在9%~10%。既有线路有很大比例的早期建设的轻型桥墩桥梁,由于其横向刚度较弱,在运营过程中常常出现横向位移较大的现象。随着既有线提速及货运量的增加,这一现象愈加明显。铁路运营期间,为防止列车脱轨,对于该类桥梁的位移变形的要求较高。因此需要一种能够适应恶劣的环境条件,可以实时持续可靠地监测桥梁位移的方法。当前测量桥梁位移的方法,通常基于昂贵的设备和复杂的模型,并且局限于良好的天气条件并不能满足在有限的成本下对桥梁进行持续高效的维护。该文提出一种基于加速度传感器的检定轻墩铁路桥梁横向位移的监测方法。其特点是,依靠低成本易操作的加速度传感器对桥梁高频动态位移和低频伪静态位移进行持续准确的监测检定,而不需要依靠良好的天气环境和架设条件。该研究设计一种巧妙的振动台试验,通过一系列的试验对该方法进行了验证。试验结果表明:加速度传感器能够准确的检定位移,与线性随动位移计相比,最大峰值误差只有11.80%,最大均值位移误差只有8.05%。

     

    Abstract: As of 2019, the nation's railroads have delivered a total of 4.38 billion tons of freight. A significant number of current piers are light piers built earlier, and are often deflected due to their limited lateral stiffness. The deflection of piers is getting increasingly evident as the line speeds up and freight increases. On the other hand, the railroad requires a high deformity of train tracks to avoid derailment. Hence, a method is in need that can monitor the track displacement in harsh environments timely and continuously. Current methods depend on costly machines and accurate models which are available only under good weather conditions. It presents a technique to track the lateral movement of light piers with accelerometers. It utilizes low-cost and easy-to-mount accelerometers for persistent and reliable detection of high-dynamic and low-frequency pseudo-static displacements. A novel shaking table is built and the concept is proven by numerical experiments. Compared with the linear follower displacement meter, the peak error is 11.80% and the mean error is 8.05%.

     

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