首页|基于运营车构架加速度的轨道几何大值偏差监测技术研究

基于运营车构架加速度的轨道几何大值偏差监测技术研究

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在深入分析典型大值偏差区段的轨检数据时频特征基础上,基于运营动车组采集的构架垂向加速度数据,提出联合构架加速度尺度平均小波系数和构架垂向位移识别轨道几何大值偏差.研究结果表明,第一类大值偏差特征波长在20~50 m,往往引起车体垂向加速度大值偏差;第二类大值偏差特征波长在3~9 m,此类更为常见且发展迅速,车体加速度对其并不敏感,是轨道几何大值偏差的主要类型.车体垂向加速度在3~9 m波段内的响应较低,而构架垂向加速度响应主要集中在波长10 m以下,对于第二类大值偏差采用构架加速度进行监控更为合适.构架垂向加速度尺度平均小波系数在最高设计速度250、350 km/h条件下的阈值分别取0.10、0.11,对应构架垂向位移阈值分别取7.0、5.0 mm.实测数据分析表明,本文方法可以有效反映轨道几何大值偏差位置,为及时掌握线路服役状态及劣化趋势、保障列车持续安全运行提供技术参考.
Research on Monitoring Technology for Track Geometry Large Value Deviation Based on Bogie Acceleration of Operating EMU
Based on the in-depth analysis of the time-frequency characteristics of track inspection data in typical large value deviation sections and bogie vertical acceleration data collected from operating EMU,this paper proposed a method to identify the large value deviation of track geometry by combining the bogie acceleration scale-averaged wavelet coeffi-cients and the bogie vertical displacement.The results show that the characteristic wavelength of the first type of large value deviation is about 20~50 m,which often causes the large value deviation of vehicle vertical acceleration.The sec-ond type of large value deviation characteristic wavelength is about 3~9 m,which is more common and develops rapidly,with insensitive vehicle body acceleration,which is the main type of track geometric large value deviation.The response of the vehicle vertical acceleration is relatively low in the band of 3~9 m,while the response of the bogie vertical accel-eration is mainly concentrated below the wavelength of 10 m.For the second type of large value deviation,the use of the bogie acceleration is more appropriate for monitoring.The thresholds of bogie acceleration SAWC at the maximum design speed of 250 km/h and 350 km/h are 0.10 and 0.11 respectively,while the corresponding thresholds of bogie vertical displacement are 7.0 mm and 5.0 mm respectively.The analysis of the measured data shows that this method can effec-tively reflect the position of the large value deviation of track geometry.This paper provides technical reference for timely mastering the service status and deterioration trend of the line and ensuring the continuous and safe operation of the trains.

high-speed railwaybogie accelerationtrack condition monitoringlarge value deviationtime frequency analysis

孙宪夫、王同军、杨飞、高彦嵩、魏子龙、夏张辉

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中国铁道科学研究院集团有限公司基础设施检测研究所,北京 100081

中国国家铁路集团有限公司,北京 100844

中国国家铁路集团有限公司科技和信息化部,北京 100844

中国铁道科学研究院集团有限公司机车车辆研究所,北京 100081

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高速铁路 构架加速度 轨道状态监测 大值偏差 时频分析

中国国家铁路集团有限公司科技研究开发计划中国铁道科学研究院集团有限公司科研项目

P2021T0132021YJ262

2024

铁道学报
中国铁道学会

铁道学报

CSTPCD北大核心
影响因子:0.9
ISSN:1001-8360
年,卷(期):2024.46(10)