Abstract：Research purposes:The Wufengshan Yangtze River Bridge on the Lianyungang-Zhenjiang Railway is the world's first steel truss girder railway suspension bridge. When the current vector distance difference method is used to measure the static high and low long-wave irregularity of the track, it does not meet the specification limit standard. On the basis of analyzing the existing static measurement methods of track irregularity, according to the characteristics of Wufengshan Yangtze River Bridge, the method of combining theoretical analysis and measured data is used to propose a long-span railway suspension bridge measurement method and control standard for track irregularity, which provides technical support for bridge acceptance and maintenance. Research conclusions:(1) It is recommended to use 60 m chord length continuous midpoint chord measurement method to measure the long-wave irregularity of the Wufengshan Yangtze River Bridge track. (2) The static long-wave irregularity of Wufengshan Yangtze River Bridge is controlled according to the four-level standards of operation acceptance, regular maintenance, planned maintenance, and temporary repair. The limit values of irregularity at 250 km/h are 10 mm, 12 mm, 20 mm and 28 mm respectively. (3) Under the condition of temperature load fitting longitudinal section, the maximum chord length irregularity of Wufengshan Yangtze River Bridge is 10 mm, which meets the requirements of operation acceptance limit. (4) It is recommended to strengthen operation monitoring, further carry out special research on bridge and line maintenance, and formulate targeted maintenance rules and standards.(5) The research results can be applied to the survey, design, acceptance, operation and maintenance of long-span suspension bridges on high-speed railways.
张建, 龙许友, 王会永. 高铁大跨度悬索桥轨道长波不平顺测量及控制[J]. 铁道工程学报, 2023, 40(2): 6-11.
ZHANG Jian, LONG Xuyou, WANG Huiyong. Measurement and Control of Long Wave Track Irregularity of Long-span Suspension Bridge on High-speed Railway. Journal of Railway Engineering Society, 2023, 40(2): 6-11.
杨飞. 高速铁路长波不平顺敏感波长及管理值研究[D]. 北京:中国铁道科学研究院, 2011.Yang Fei. A Study of Sensitive Wavelength and the Management Value of Long-Wave Irregularity for High-Speed Railway[D]. Beijing:China Academy of Railway Sciences,2011.
[2]
魏世斌, 刘伶萍, 刘维桢, 等. 提速线路轨道长波不平顺检测技术[J]. 中国铁道科学, 2010(2):141-144.Wei Shibin,Liu Lingping,Liu Weizhen,etc. Technology for the Measurement of Long-Wavelength Track Irregularity of Speed-Up Railway[J]. China Railway Science,2010(2):141-144.
[3]
杨飞, 赵文博, 高芒芒, 等. 运营期高速铁路轨道长波不平顺静态测量方法及控制标准[J]. 中国铁道科学, 2020(3):41-49.Yang Fei,Zhao Wenbo,Gao Mangmang,etc.Static Measurement Method and Control Standard for Long-Wave Irregularity of High-Speed Railway Track during Operation Period[J]. China Railway Science,2020(3):41-49.
[4]
田国英, 高建敏, 翟婉明. 高速铁路轨道不平顺管理标准的对比分析[J]. 铁道学报, 2015(3):64-71.Tian Guoying,Gao Jianmin,Zhai Wanming.Comparative Analysis of Track Irregularity Management Standards for High-speed Railways[J].Journal of the China Railway Society,2015(3):64-71.
[5]
高井秀之, 李志隆. 新干线高速运行时的轨道管理方法[J]. 铁道建筑, 1993(3):27-31.Takai Hideki,Li Zhilong. Management Method of Operating Track of Shinkansen[J]. Railway Engineering,1993(3):27-31.
[6]
TB 10621—2014,高速铁路设计规范[S].TB 10621—2014,Code for Design of High Speed Railway[S].
[7]
铁运〔2012〕83号,高速铁路无砟轨道线路维修规则(试行)[S].Rail Transport〔2012〕No.83,Maintenance Rules for Ballastless Track of High Speed Railway (Trial)[S].
[8]
铁运〔2013〕29号,高速铁路有砟轨道线路维修规则(试行)[S].Rail Transport〔2013〕No.29,Maintenance Rules for Ballast Track of High Speed Railway (Trial)[S].
2023, Vol. 40 
版权所有 © 2014 《铁道工程学报》编辑部