首页|钢轨伸缩调节器及梁端伸缩装置监测技术研究及应用

钢轨伸缩调节器及梁端伸缩装置监测技术研究及应用

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钢轨伸缩调节器及梁端伸缩装置是大跨度桥上无缝线路的薄弱环节,现有的检查维护方法无法及时获取其服役状态.本文采用AI(Artificial Intelligence)视频位移监测技术与传统监测技术相结合的方法,建立钢轨伸缩调节器及梁端伸缩装置一体化设备的监测系统,实现梁端区域梁缝,钢轨伸缩调节器、梁端伸缩装置关键位置,以及部件伸缩变形的实时监测.该监测系统运营期间总体运行稳定,监测数据能够合理反映梁端区域轨道结构的变形特性,为梁缝处活动钢枕歪斜等病害监测提供数据支撑,也为工务部门后期开展养护维修提供依据.
Research and Application of Monitoring Technology for Rail Expansion Joint and Beam End Expansion Joint
The rail expansion joint and beam end expansion joint are weakness in continuous welded rail of long span bridge,and existing inspection and maintenance methods cannot timely obtain their service status.The paper adopted a combination of AI video displacement monitoring technology and traditional monitoring techniques.A monitoring system was established for the integrated equipment of rail expansion joint and beam end expansion joint to achieve real time monitoring of the expansion and contraction deformation for key locations and components in bridge joint of beam end area,rail expansion joint and beam end expansion joint.During the operation of this monitoring system,the state is stable,and the monitoring data can reasonably reflect the deformation characteristics of the track structure in the beam end area.At the same time,it provides data support for monitoring diseases such as the tilting of movable steel sleepers in bridge joint,and provides a basis for the engineering department to carry out maintenance in the later stage.

high speed railwaylong-span bridgedata analysisrail expansion jointbeam end expansion jointmonitoring system

令行、蒋金洲、刘晓丹、张志鹏

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中国铁道科学研究院集团有限公司 铁道建筑研究所,北京 100081

高速铁路轨道系统全国重点实验室,北京 100081

东南沿海铁路福建有限责任公司,福州 350013

高速铁路 大跨度桥梁 数据分析 钢轨伸缩调节器 梁端伸缩装置 监测系统

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
年,卷(期):2024.64(9)