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有砟轨道精捣作业中长波不平顺控制效果预测

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精捣作业是整治有砟轨道中长波不平顺的重要措施,研究精捣作业后中长波不平顺改善效果,对指导精捣方案制定及提升作业质量具有重要意义.结合我国某普速铁路有砟轨道精捣维修实例,梳理精捣作业方式,分析中长波不平顺评价指标随精捣作业阶段的发展趋势,构建MEA-BP神经网络模型预测精捣作业后的高低、轨向60 m中点弦测值,充分考虑了初始轨道不平顺、起拨道量、区段类型和作业阶段对中长波不平顺控制效果的影响.研究结果表明:不同精捣作业阶段及不同线路区段均对高低、轨向不平顺发展趋势产生了差异性的影响效果;采用神经网络预测模型可有效预测精捣作业后的中长波不平顺.
Prediction of Medium and Long Wave Irregularity Control Effects in Fine Tamping Operations of Ballasted Track
Fine tamping operations are a crucial measure for rectifying medium and long wave irregularities in ballasted track.Studying the improvement effects of medium and long wave irregularity after fine tamping is significant for guiding the formulation of fine tamping plans and enhancing operation quality.This paper combines a case study of fine tamping maintenance on a ballasted track of a certain conventional railway in China to outline the methods of fine tamping operations.It analyzes the development trend of evaluation indicators for medium and long wave irregularity at different stages of the tamping operation.A MEA-BP neural network model is constructed to predict the longitudinal level and measurements of alignment at the midpoint of the 60m chord after fine tamping.The model takes into full consideration the impacts of initial track irregularity,track lifting and lining amount,section type,and operation stage on medium and long wave irregularity control effects.The research results indicate that different stages of fine tamping operations and different line sections have varying effects on the development trends of longitudinal level irregularity as well as alignment irregularity.The use of a neural network prediction model can effectively forecast medium and long wave irregularity after fine tamping operations.

ballasted trackmedium and long wave irregularityfine tamping operationneural networkeffect prediction

楼梁伟、牛增建、丁有康、张雨潇、时瑾

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北京铁科特种工程技术有限公司,北京 100081

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

国能朔黄铁路发展有限责任公司,河北肃宁 062356

北京交通大学土木建筑工程学院,北京 100044

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有砟轨道 中长波不平顺 精捣作业 神经网络 效果预测

国能朔黄铁路发展有限责任公司技术开发项目

朔其他[2023]517号

2024

中国铁路
中国铁道科学研究院

中国铁路

北大核心
影响因子:0.407
ISSN:1001-683X
年,卷(期):2024.(9)
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