铁路隧道内接触网预埋槽道标准的优化探讨

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摘要 研究目的: 铁路隧道内接触网预埋槽道在其设计使用年限、碳钢槽道防腐处理方式等方面存在较大争议,导致《电气化铁路接触网隧道内预埋槽道》TB/T 3329—2013执行困难。本文通过国内外铁路相关标准要求的调查研究和技术分析,并对热浸镀锌、共渗钝化封闭复合防腐(PCA)、热浸镀锌+表面涂层三种防腐方案从铁路标准支持、检验试验通过、工程应用情况、环境保护节能和防腐生产成本等方面进行综合对比,找出解决方案。
研究结论: (1)槽道设计使用年限与环境腐蚀等级有关,与槽道防腐层的耐腐性能没有直接定量的换算关系;(2)槽道设计使用年限应满足接触网系统运营部门对预埋槽道的设计寿命要求,或按照隧道接触网重要性等级划分为30年、50年、100年3个档次供具体工程建设项目选用;(3)热浸镀锌、PCA、热浸镀锌+表面涂层三种防腐方案综合对比,PCA方案最优;(4)建议在TB/T 3329—2013标准中增加PCA防腐处理工艺,以满足工程需求;(5)该研究成果可为TB/T 3329—2013标准修订、铁路隧道内接触网预埋槽道的设计、制造和运维提供参考。

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	朱飞雄
	王涛

关键词 ：铁路, 隧道, 接触网, 槽道, 标准, 优化

Abstract：Research purposes: There are great disputes on the design service life and anti-corrosion treatment method of carbon steel channel of OCS anchor channel in railway tunnel, which makes it difficult to implement Anchor Channel for Overhead Contact System in Electrified Railway TB/T 3329—2013. Through the investigation and technical analysis of the requirements of relevant railway standards at home and abroad, this paper comprehensively compares the three anti-corrosion schemes of hot-dip galvanizing, co-permeating-passivating-coating anticorrosion (PCA), hot dip galvanizing + surface coating from railway standard support, inspection test pass, engineering application, environmental protection, energy conservation and anti-corrosion production cost, and finds out the solutions.
Research conclusions: (1) The design service life of the channel is related to the environmental corrosion grade, and there is no direct quantitative conversion relationship with the corrosion resistance of the channel anti-corrosion coating. (2) The designed service life of the channel shall meet the design life requirements of the OCS system operation department for the channel, or it shall be divided into three grades of 30 years, 50 years and 100 years according to the importance grade of the tunnel OCS for selection of specific engineering construction projects. (3) The comprehensive comparison of three anti-corrosion schemes of hot-dip galvanizing, PCA and hot-dip galvanizing + surface coating shows that PCA scheme is the best. (4) PCA anti-corrosion treatment process is added to TB/T 3329—2013 standard to meet the engineering requirements. (5) The research results can provide reference for the revision of TB/T 3329—2013 standard and the design, manufacture, operation and maintenance of OCS anchor channel in railway tunnel.

Key words： railway tunnel contact line channel standard optimization

收稿日期: 2021-08-06

PACS:

U231.8

作者简介: **朱飞雄,1963年出生,男,正高级工程师;王涛,1979年出生,男,研究员。

引用本文:

朱飞雄, 王涛. 铁路隧道内接触网预埋槽道标准的优化探讨[J]. 铁道工程学报, 2022, 39(5): 98-101.
ZHU Feixiong, WANG Tao. Optimization Discussion of Anchor Channel Standard for Overhead Contact Line in Railway Tunnel. Journal of Railway Engineering Society, 2022, 39(5): 98-101.

链接本文:

https://tdgcxb.crec.cn/CN/ 或 https://tdgcxb.crec.cn/CN/Y2022/V39/I5/98

[1]	TB 10621—2014,高速铁路设计规范[S].TB 10621—2014,Code for Design of High Speed Railway[S].
[2]	TB 10623—2014,城际铁路设计规范[S].TB 10623—2014,Code for Design of Intercity Railway[S].
[3]	TB 10624—2020,市域(郊)铁路设计规范[S].TB 10624—2020,Code for Design of Suburban Railway[S].
[4]	GB/T 32578—2016,轨道交通地面装置电力牵引架空接触网[S].GB/T 32578—2016,Railway Application-Fixed Installations- Electric Traction Overhead Contact Lines[S].
[5]	EN 1992-4-3:2018,混凝土用紧固件设计第4-3部分:槽道[S].EN 1992-4-3:2018,Design of Fastenings for Use in Concrete Part 4-3: Anchor Channels[S].
[6]	GB/T 19292.2—2018,金属和合金的腐蚀大气腐蚀性第2部分:腐蚀等级的指导值[S].GB/T 19292.2—2018,Corrosion of Metals and Alloys——Corrosivity of Atmospheres Part 2:Guiding Values for the Corrosivity Categories[S].
[7]	周海,陈飞,姚斌,等.铸钢表面多元共渗工艺和性能研究[J]. 材料热处理学报,2006(5):104-107.Zhou Hai, Chen Fei, Yao Bin, etc. Study on Process of Multi-element Permeation on Cast Steel Surface[J].Transactions of Materials and Heat Treatment, 2006(5):104-107.
[8]	Q/CR 749.3—2020,铁路桥梁钢结构及构件保护涂装与涂料第3部分:附属钢结构[S].Q/CR 749.3—2020,Protective Coating and Painting for Steel Structures and Components of Railway Bridge Part 3:Auxiliary Steel Structure[S].