• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 56 Issue 5
Oct.  2021
Turn off MathJax
Article Contents
WANG Zhonglin, ZENG Yong, YI Sirong. Influence of 40.0‰ Maximum Gradient of Metro Main Line on Running Characteristics of Trains[J]. Journal of Southwest Jiaotong University, 2021, 56(5): 937-944. doi: 10.3969/j.issn.0258-2724.20200025
Citation: WANG Zhonglin, ZENG Yong, YI Sirong. Influence of 40.0‰ Maximum Gradient of Metro Main Line on Running Characteristics of Trains[J]. Journal of Southwest Jiaotong University, 2021, 56(5): 937-944. doi: 10.3969/j.issn.0258-2724.20200025

Influence of 40.0‰ Maximum Gradient of Metro Main Line on Running Characteristics of Trains

doi: 10.3969/j.issn.0258-2724.20200025
  • Received Date: 12 Jan 2020
  • Rev Recd Date: 23 Mar 2020
  • Available Online: 01 Apr 2020
  • Publish Date: 15 Oct 2021
  • When metro lines cross mountains or rivers, properly increasing the maximum slope standard of the metro main lines will help reduce costs and difficulties of design and construction. In order to study the feasibility of applying the maximum gradient value of 40.0‰ on the metro main line, combined with the vehicle-track system properties of Suzhou Rail Transit Line 8, the influence of the 40.0‰ maximum gradient value on the running characteristics of trains was analyzed from the power of motor car, starting and braking capacity of trains, rescue of failed trains, train running status and dynamic characteristics, and track mechanical characteristics, by using theoretical analysis, train longitudinal dynamics, vehicle-track system dynamics, and finite element method. Results show that the maximum gradient of a metro main line can be 40.0‰ when the B2 type vehicle with 4 motors and 2 trailers is used; when the train passes through the 40.0‰ ramp section, the running safety, stability, starting-braking and fault rescue ability of the train meet the requirements; the maximum stress of the rail is only 37% of the allowable stress, and the maximum longitudinal displacement is only 0.443 mm.

     

  • loading
  • 殷继兴,王进勇. 我国山区铁路最大限制坡度选择的研究[J]. 铁道运输与经济,2007(9): 80-83,86.
    张明. 阿富汗铁路复杂山区最大坡度与牵引质量的研究[J]. 铁道标准设计,2013(6): 28-32.

    ZHANG Ming. Study on maximum gradient and traction weight of Afghanistan railway in complex mountain area[J]. China Academic Journal Electronic Publishing House, 2013(6): 28-32.
    陈亮. 贵阳至广州线线路最大坡度方案比选[J]. 铁道工程学报,2008,25(8): 18-22.

    CHEN Liang. Scheme alternative of maximum route gradienton Guiyang—Guangzhou railway[J]. Journal of Railway Engineering Society, 2008, 25(8): 18-22.
    陈学贤. 基于综合优化方法的困难艰险山区铁路最大坡度决策研究[D]. 成都: 西南交通大学, 2016.
    苏梅. 客货共线铁路隧道内最大坡度设计浅析[J]. 铁道工程学报,2009,26(8): 73-76.

    SU Mei. Analysis on the design of the maximum slope in the railway tunnel on the passenger and freight line[J]. Journal of Railway Engineering Society, 2009,26(8): 73-76.
    王小红. 新建西安至十堰高速铁路最大坡度研究[J]. 铁道标准设计,2019,63(4): 47-51,57.

    WANG Xiaohong. Study on maximum grade of the newly-built Xi’an—Shiyan high-speed railway[J]. Railway Standard Design, 2019, 63(4): 47-51,57.
    后宗彪. 京沪高速铁路最大坡度研究[J]. 铁道标准设计,2008(6): 5-7.
    杨勃. 西安至成都客运专线翻越秦岭地段最大坡度研究分析[J]. 铁道标准设计,2010(增刊1): 46-48.
    汪莹. 基于动力分析的重载铁路纵断面最大坡度的研究[D]. 成都: 西南交通大学, 2014.
    池君惠. 大轴重重载铁路最大坡度研究[D]. 成都: 西南交通大学, 2017.
    陈聪. 基于动力分析的中低速磁悬浮线路最大坡度研究[D]. 成都: 西南交通大学, 2015.
    吴跃成. 基于动力学分析的中速磁浮线路纵断面技术参数研究[D]. 成都: 西南交通大学, 2018.
    黄义桐. 城轨磁悬浮交通线路纵断面技术条件研究[D]. 成都: 西南交通大学, 2008.
    梁广深,包童,黄隆飞. 地铁B型车爬坡能力及提高地下正线坡度可行性探讨[J]. 都市快轨交通,2013,26(4): 68-77,81.

    LIANG Guangshen, BAO Tong, HUANG Longfei. On gradeability of metro B-type trains and the feasibility to increase the gradient of main line slopes[J]. Urban Rapid Rail Transit, 2013, 26(4): 68-77,81.
    梁广深,唐健. 对地铁线路长大陡坡和连续提升高度限制的不同看法[J]. 都市快轨交通,2015,28(1): 67-71.

    LIANG Guangshen, Tang Jian. Different perspectives on limitation of urban rail lines with long distance,big gradient and continuous hoisting height[J]. Urban Rapid Rail Transit, 2015, 28(1): 67-71.
    郑翔. 西安地铁四号线长大坡度设计研究[J]. 铁道建筑,2014(9): 44-46.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(8)  / Tables(7)

    Article views(729) PDF downloads(29) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return