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Research on the Corrosion of Metallic Components of Overhead Contact System in Typical Atmospheric Environment |
LIU Li-rong1, YONG Xing-yue2, GUO Feng-ying1
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1. China Railway Eryuan Engineering Group Co.Ltd, Chengdu, Sichuan 610031, China. 2. Beijing University of Chemical Technology,Beijing 100081, China |
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Abstract Abstract:Research purposes: The railway transport plays a very important role in the development of our domestic economy. The electrified overhead contact system is a special power line erected along the railway. The metallic components of overhead contact system are inevitably corroded in different atmospheric environment, which will not only reduce lifetime of the metallic components and increase their maintenance cost, but also is a threat to safe operation of electrified railway. Therefore, it is necessary to study the corrosion influence of typical atmospheric environment on metallic components. Some new coating protection technologies should be developed to ensure the safe operation of electrified railway and reduce the maintenance cost of overhead contact system for electrified railway.
Research conclusions:(1) The marine atmospheric environment is characterized by high air humidity and salt content. The metallic components are corroded seriously in the marine atmospheric environment polluted by acid gas. (2) The materials for catenary metallic components are diverse, but at present, only metallic component with Q235 material has been protected by the different levels of hot-dip galvanized anti-corrosion treatment. As the hot dip galvanized coating in the different corrosion environment medium is different in corrosion resistance, it is difficult that single hot dip galvanized anti-corrosion measure is used for the catenary metallic components to meet the development requirements of today's electrified railway. (3) To use organic coating for protection of existing catenary component can greatly improve the anticorrosion ability of catenary components in the typical atmospheric environment, increase the service life, save the maintenance cost and improve the reliability of catenary components. (4) The research achievement can be applied in the design and use of overhead contact system of electrified railway.
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[1][德] KieBling, Puschmann, Schmieder. 电气化铁道接触网[M]. 北京: 中国电力出版社, 2004.
[Germany]KieBling,Puschmann,Schmieder. Electric Railway Contact Net[M]. Beijing:China Electric Power Press,2004.
[2]JGJ/T 251—2011, 建筑钢结构防腐蚀技术规程[S].
JGJ/T 251—2011, Technical Specification for Anticorrosion of Building Steel Structure[S].
[3]TB/T 2075—2010, 电气化铁路接触网零部件[S].
TB/T 2075—2010, Fittings for Overhead Contact System in Electrification Railway[S].
[4]TB/T 2073—2010, 电气化铁路接触网零部件技术条件[S].
TB/T 2073—2010, General Technical Specification of Fittings for Overhead Contact System in Electrification Railway[S].
[5]曹楚南. 中国材料的自然环境腐蚀[M]. 北京:化学工业出版社,2005.
Cao Chunan. China′s Material Corrosion Environment[M]. Beijing:Chemical Industry Press,2005.
[6]林德福,古晓东,韩凌青. 日式钢腕臂结构性能研究分析[J]. 铁道工程学报, 2013(2): 86-87.
Lin Defu,Gu Xiaodong,Han Lingqing. Research and Analysis of Japanese Steel Cantilever Support Structure Property[J]. Journal of Railway Engineering Society,2013(2):86-87.
[7] GB 50046—2008, 工业建筑防腐蚀设计规范[S].
GB 50046—2008, Code for Anticorrosion Design of Industrial Constructions[S].
[8]杨松柏. 铁道行业防腐蚀及涂装技术的发展[J]. 中国铁道科学, 2003(8):119-123.
Yang Songbai. Development of Anticorrosion and Coating Technology in Railway Industry[J]. China Railway Science, 2003(8):119-123.
[9]任兴堂. 高速接触网器材检验技术研究[J]. 铁道技术监督, 2010(12): 9-13.
Ren Xingtang. High-speed Catenary Inspection Equipment Technology Research[J]. Railway Quality Control,2010(12):9-13.(上接第30页From P.30)[2]崔丽红, 郭福安, 江忠贵, 等. 长大混凝土桥梁无砟轨道温度跨度的研究[J]. 铁道工程学报, 2012 (7):11-13.
Cui Lihong, Guo Fuan, Jiang Zhonggui, etc. Research on Temperature Span of Ballastless Track on Large-span Concrete Bridge[J]. Journal of Railway Engineering Society, 2012 (7):11-13.
[3]谢铠泽, 王平, 徐井芒, 等. 桥上单元板式无砟轨道无缝线路的适应性[J]. 西南交通大学学报, 2014 (4):649-655.
Xie Kaize, Wang Ping, Xu Jingmang, etc. Adaptability of Continuous Welded Rail of Unit Slab Non-ballst Track on Bridges[J]. Journal of Southwest Jiaotong University, 2014(4):649-655.
[4]Zhu Shengyang, Cai Chengbiao. Interface Damage and Its Effect on Vibrations of Slab Track under Temperature and Vehicle Dynamic Loads[J]. International Journal of Non-Linear Mechanics, 2014 (10):222-232
[5]全顺喜, 王平, 陈嵘. 钢桁梁梁端横向伸缩对轨道几何形位的影响[J]. 重庆交通大学学报(自然科学版), 2010(6):859-861.
Quan Shunxi, Wang Ping, Chen Rong. Impact of Beam-end Lateral Expansion of Steel Truss Girder on Geometrical Shape of Track[J]. Journal of Chongqing Jiaotong University( Natural Science) , 2010(6):859-861.
[6]Rakesh K, Akhil U. Effect of Temperature Gradient on Track-bridge Interaction[J]. Interaction and Multiscale Mechanics,2012 (1):1-12.
[7]P Wang, JJ Ren, R Xiang, etc. Influence of Rub-plate Length on Forces and Displacements of Longitudinally Coupled Slab Track for a Bridge Turnout[J]. Jouranl of Rail and Rapid Trasit, 2012(226):284-293.
[8]谢铠泽,王平,徐浩,等. 刚构桥上无砟轨道无缝线路病害分析[J]. 中南大学学报(自然科学版), 2014(6):2085-2091.
Xie Kaize, Wang Ping, Xu Hao, etc. Diseases of Continuous Welded Rail of Ballstless Track on Rigid Frame Bridge[J]. Journal of Central South University(Science and Technology), 2014(6):2085-2091.
[9]王平, 陈嵘, 杨荣山, 等. 桥上无缝道岔设计理论[M]. 成都:西南交通大学出版社, 2011.
Wang Ping, Chen Rong, Yang Rongshan, etc. Research on the Design Method for Welded Turnout on Bridge[M]. Chengdu: Southwest Jiaotong University Press, 2011.
[10]全顺喜. 高速道岔几何不平顺动力分析及其控制方法研究[D]. 成都:西南交通大学, 2012.
Quan Shunxi. Study on Dynamic Analysis and Control Methods of the Geometric Irregularity in High-speed Turnout[D]. Chengdu: Southwest Jiaotong University, 2012.
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