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桥上无缝线路附加伸缩力的远程监测与分析
引用本文:冯绍敏,雷晓燕,张鹏飞,刘庆杰.桥上无缝线路附加伸缩力的远程监测与分析[J].华东交通大学学报,2011,28(2):1-5.
作者姓名:冯绍敏  雷晓燕  张鹏飞  刘庆杰
作者单位:华东交通大学铁路环境振动与噪声教育部工程研究中心,江西,南昌,330013
基金项目:国家自然科学基金项目,江西省优势科技创新团队计划项目
摘    要:针对高速铁路长大桥梁无砟轨道无缝线路这一复杂体系,以国内某高速铁路建设为背景,通过对该高速铁路长大桥梁无砟轨道无缝线路的试验研究,研制了高速铁路长大桥梁无砟轨道无缝线路长期、远程和实时监测系统。利用远程监测所得到的应变,推导了伸缩附加力的计算公式。运用该方法对某高速铁路长大桥梁无砟轨道无缝线路进行了监测,试验结果验证了监测系统的可行性和有效性。

关 键 词:高速铁铁  无缝线路  静态测试  远程监测  伸缩附加力

The Remote Monitoring and Analysis of Additional Contractility from the CWR on Bridge
Feng Shaomin,Lei Xiaoyan,Zhang Pengfei,Liu Qingjie.The Remote Monitoring and Analysis of Additional Contractility from the CWR on Bridge[J].Journal of East China Jiaotong University,2011,28(2):1-5.
Authors:Feng Shaomin  Lei Xiaoyan  Zhang Pengfei  Liu Qingjie
Institution:(Engingeering Research Center of Railway Environment Vibration and Noise Ministry of Education,East China Jiaotong University,Nanchang 330013,China)
Abstract:Aim to the complex system of unballasted track in CWR on long bridges of high-speed railway,based on the construction of a high-speed railway in China and by using of experimental research of this line,a long-term,remote and real-time monitoring system of unballasted CWR track on long bridges of high-speed railway was developed in this paper.Using strain obtained from the remote monitoring,the formula of calculating additional contractility was further deduced.Applying this method to monitor the unballasted track in CWR on long bridges of high-speed railway,the test results verified the feasibility and effectiveness of the monitoring system.
Keywords:high-speed railway  CWR  static test  remote monitor  additional contractility
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