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基于维修经济性的重载铁路大机捣固最佳时机决策方法 被引量:6

Decision⁃Making Method of Optimal Tamping Time for Heavy Haul Railway Based on Maintenance Economy
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摘要 基于重载铁路工务维修历史数据和轨道动态检测数据,以提高大型养路机械捣固作业维修经济性为目标,提出了利用综合评价指数在提高线路质量和降低维修成本的矛盾关系中寻求平衡。基于改良型轨道质量指数MTQI,提出了以线路品质指数表征捣固后的线路质量。以某重载线路区段为例,计算并对比了单插不稳定/人工测量/09⁃32型车和单插+单插不稳定/人工测量/09⁃32型车两种模式下的最佳捣固阈值和捣固时机。结果表明,单插+单插不稳定/人工测量/09⁃32型车模式下线路质量保持时间更长,捣固效果和维修费用能够达到更好的平衡。 Based on the historical data of track maintenance and track dynamic detection data of heavy haul railway,aiming at improving the maintenance economy of tamping operation of large maintenance machinery,this paper proposed to use comprehensive evaluation index to find a balance between improving railway quality and reducing maintenance cost.Based on the improved track quality indexMTQI(machine tamping quality index),the railway quality index was proposed to represent the railway quality after tamping.Taking a heavy haul railway section as an example,the optimal tamping threshold and tamping time were calculated and compared under two modes of single plug unstable/manual measurement/09-32 vehicle and single plug+single plug unstable/manual measurement/09-32 vehicle.The results show that under the mode of single plug+single plug instability/manual measurement/09-32 vehicle,the railway quality can be maintained for a longer time,and the tamping effect and maintenance cost can achieve a better balance.
作者 徐菲 曲建军 秦怀兵 XU Fei;QU Jianjun;QIN Huaibing(Infrastructure Inspection Research Institute,China Academy of Railway Sciences Corporation Limited,Beijing 100081,China;Shuohuang Railway Development Corporation Limited,Suning Hebei 062350,China)
出处 《铁道建筑》 北大核心 2021年第3期124-127,共4页 Railway Engineering
基金 国家能源投资集团有限责任公司科技创新项目(SHGF-17-36)。
关键词 重载铁路 捣固模式 维修成本 轨道几何不平顺 最佳捣固时机 MTQI heavy haul railway tamping mode maintenance cost track geometric irregularity optimal tamping time MTQI
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  • 1魏世斌,杨凤春,翁绍德.轨道质量指数的研究和应用[J].中国铁道科学,1996,17(2):23-33. 被引量:12
  • 2同济大学城市轨道与铁道工程系.广深线轨道不平顺恶化模型的研究[R].上海:同济大学城市轨道与铁道工程系,2004..
  • 3铁道部.铁路线路维修规则[M].北京:中国铁道出版社,2001..
  • 4齐藤八郎(日).基于P值管理的MTT施工计划系统[R].北京:铁道总研报告,1989..
  • 5铁运[2007]44号既有线提速200-250km/h线桥设备维修规则[S].
  • 6钱海,练松良,叶一鸣.大型养路机械作业效果试验研究[J].铁道建筑,2007,47(11):68-70. 被引量:2
  • 7Sadeghi J, Askarinejad H. An investigation into the effects of track structural conditions on railway track ge- ometry deviations [ J ]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rap- id Transit, 2009, 223(4): 415-425.
  • 8Guler H, Jovanovic S, Evren G. Modelling railway track geometry deterioration [ J ]. Proceedings of the ICE - Transport, 2011, 164(2): 65-75.
  • 9Budai G, Huisman D, Dekker R. Scheduling preventive railway maintenance activities [ J ]. Journal of the Opera- tional Research Society, 2006, 57 (9) : 1035 - 1044.
  • 10Meier - Hirmer C, Riboulet G, Sourget F, et al. Mainte- nance optimization for a system with a gamma deterioration process and intervention delay: application to track main- tenance[ J]. Proceedings of the Institution of Mechanical Engineers, Part O: Journal of Risk and Reliability, 2009, 223(3) : 189-198.

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