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银西有砟高速铁路数字化捣固作业及效果评估

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以新建银西有砟高速铁路轨道精调精捣工作为背景,对连续快速测量、大机作业针对性控制等关键环节开展研究,建立"人机网"数字化捣固作业体系,分析了静态、动态轨道平顺性改善效果,并对捣固效果进行了动力学评估.结果表明:采用激光定位仪+惯导组合测量方式可在保证测量精度的前提下提高测量效率;通过对大机作业针对性控制、方案平顺性约束等方法,对各阶段不同捣固大机制定针对性方案,可有效提高精捣作业效果.数字化捣固作业后,区段动检轨道质量指数(Track Quality Index,TQI)均降至2.5 mm以内,水平、三角坑、轨向、高低等偏差显著降低,多数指标改善率在50%以上,有效提高了线路平顺性;脱轨系数、轮重减载率分别降低约60%、70%,车体垂向振动加速度降幅达80%,有效改善了运行舒适性和安全性.
Digital Tamping Operation and Effect Evaluation of Yinchuan-Xi'an Ballast High Speed Railway
Based on the background of the precise adjustment and tamping work of the newly built Yinchuan-Xi'an ballasted high speed railway track,research was conducted on key task such as continuous rapid measurement and targeted control of large machinery operations.A"human-machine network"digital tamping operation system was established,and the improvement effect of static and dynamic track smoothness was analyzed.The tamping effect was dynamically evaluated.The results show that the combination of laser positioning instrument and inertial navigation measurement method can improve measurement efficiency while ensuring measurement accuracy.By implementing targeted control measures for large machinery operations and constraining the smoothness of the plan,targeted plans can be formulated for different stages of tamping machinery to effectively improve the effectiveness of precision tamping operations.After the digital tamping operation,the Track Quality Index of the section's dynamic inspection track decreased to within 2.5 mm,and deviations in horizontal,triangular,track direction,and height were significantly reduced.The improvement rate of most indicators was over 50%,effectively improving the smoothness of the line.The derailment coefficient and wheel load reduction rate have been reduced by about 60%and 70%,and the vertical vibration acceleration of the vehicle body has been reduced by 80%,effectively improving operational comfort and safety.

high speed railwayballasted tracktrack measurementtamping processtrack irregularity

陈云峰、郑浩、倪国华、时瑾

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中国铁路兰州局集团公司 工务部,兰州 730000

中国铁路兰州局集团公司 银川工务段,银川 750011

北京交通大学 土木建筑工程学院,北京 100044

高速铁路 有砟轨道 轨道测量 捣固工艺 轨道不平顺

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(6)