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京广高铁武广段标准线建设轨道状态评价及典型病害分析

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高速铁路动态检测是铁路工程动态验收和保证标准线达标建设的重要环节,轨道质量状态是确保列车行车安全、逐级提速试验顺利开展以及线路通过验收评价的关键指标.针对京广高铁武广段安全标准示范线建设,动态检测采用分段多车同步的方式.基于动态轨道几何检测数据,对京广高铁武广段轨道质量峰值超限和单元均值进行分析与评价,检测数据结果均满足350 km/h高速铁路标准线达标建设的相关要求.针对现场道岔区存在超限问题,分析不同速度等级下轨道几何变化规律.经现场复核明确产生原因,并利用频域分析法对比维修作业前后轨道质量和轨道波长能量改善效果,为后续安全标准示范线建设提供借鉴与参考.
Track Condition Assessment and Typical Defect Analysis for Standard Line Construction of Wuhan-Guangzhou Section of Beijing-Guangzhou HSR
Dynamic inspection of HSRs is an essential step in the dynamic acceptance of railway projects,ensuring that the standard line construction adheres to established standards.Track quality is a key indicator for ensuring the safety of train operations,facilitating smooth level-by-level speed-up tests,and successfully passing line acceptance assessments.In the construction of the safety standard demonstration line of the Wuhan-Guangzhou Section of Beijing-Guangzhou HSR,a section-by-section,multi-train synchronization approach was employed for dynamic inspection.Based on the dynamic track geometry inspection data,the peak over-limit values and unit average values of track quality in the Wuhan-Guangzhou Section were analyzed and assessed.The inspection results demonstrate compliance with the relevant requirements for the construction of standard lines of 350 km/h HSRs.To solve the over-limit problem in turnout areas,the track geometry change rules at different speed levels were analyzed.Following an on-site review,the underlying causes were identified.The frequency domain analysis method was used to compare track quality and wavelength energy improvements before and after maintenance activities.This analysis provides valuable insights and references for the construction of safety standard demonstration lines in the future.

Beijing-Guangzhou HSRstandard line constructiondynamic inspectiontrack conditioneffect analysis

孙旭、乔鹏、刘攀、李连东、姜昕良、马良德

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北京铁科英迈技术有限公司 北京 100081

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 铁路基础设施检测中心,北京 100081

京广高铁 标准线建设 动态检测 轨道状态 效果分析

2024

铁路技术创新
中国铁道科学研究院

铁路技术创新

影响因子:0.409
ISSN:1672-061X
年,卷(期):2024.(6)