首页|高速铁路箱梁伸缩缝位移传感器研究

高速铁路箱梁伸缩缝位移传感器研究

Study on Displacement Sensor for Expansion Joint of High-speed Railway Box Girder

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高速铁路箱梁状态对轨道平顺性和行车安全具有决定性作用.由于箱梁滑移变化缓慢且微小,同时需克服电力牵引产生的强电磁干扰,实现自动化监测面临较大挑战.该问题的难点在于箱梁伸缩缝的起始缝宽不同,只有实现等精度测量,才能使不同箱梁伸缩缝的变化具备可比性.本文设计了一种光学低相干高速铁路箱梁伸缩缝位移传感器,在实验室条件下进行了抗振动性能测试,验证了传感器在常见低频振动工况下的性能,并在京津城际高速铁路简支箱梁伸缩缝的监测中应用.结果表明:受日照和温度的影响,箱梁伸缩缝上下表面的位移差异可达 150 μm,传感器的实测长期监测精度可达 50 μm.研究成果为实现高速铁路箱梁伸缩缝自动化监测提供了参考借鉴.
The condition of box girders in high-speed railways directly determines track smoothness and operational safety.Slow and minute variations in girder displacement pose challenges for monitoring,particularly in overcoming strong electromagnetic interference generated by electric traction systems and achieving automated monitoring.A key difficulty lies in the varying initial widths of expansion joints among different box girders,necessitating equal-precision measurement for comparative analysis of their changes.This study proposed an optical low-coherence expansion joint displacement sensor for high-speed railway box girders,which was subjected to vibration resistance testing under laboratory conditions.The sensor's performance under common low-frequency vibration scenarios was verified,followed by its application in monitoring the expansion joints of simply-supported box girders on the Beijing-Tianjin Intercity High-speed Railway.Results show that,influenced by sunlight and temperature,the difference in displacement between the top and bottom surfaces of expansion joints can reach 150 μm,with the sensor demonstrating a long-term monitoring accuracy of 50 μm.These findings provide valuable reference for the implementation of automated monitoring of expansion joints in high-speed railway box girders.

high-speed railwaybox girder expansion jointvibration-resistant displacement sensorelectromagnetic-interference-resistant displacement sensorfiber-optic displacement sensor

陈基松、刘涛、耿螣川、郭静静、张平磊、孙长森

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大连理工大学,辽宁 大连 116024

中国铁路设计集团有限公司,天津 300251

高速铁路 箱梁伸缩缝 抗振动位移传感器 抗电磁干扰位移传感器 光纤位移传感器

中国铁路设计集团有限公司校企合作项目

2020YY340517

2024

高速铁路技术
中国中铁二院工程集团有限责任公司

高速铁路技术

影响因子:0.398
ISSN:1674-8247
年,卷(期):2024.15(3)
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