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框架优化型Ⅲc轨枕道床横向阻力试验研究

井国庆 付豪 贾文利 姚力 林红松

井国庆, 付豪, 贾文利, 姚力, 林红松. 框架优化型Ⅲc轨枕道床横向阻力试验研究[J]. 西南交通大学学报, 2018, 53(4): 727-732. doi: 10.3969/j.issn.0258-2724.2018.04.009
引用本文: 井国庆, 付豪, 贾文利, 姚力, 林红松. 框架优化型Ⅲc轨枕道床横向阻力试验研究[J]. 西南交通大学学报, 2018, 53(4): 727-732. doi: 10.3969/j.issn.0258-2724.2018.04.009
JING Guoqing, FU Hao, JIA Wenli, YAO Li, LIN Hongsong. Experimental Study on Lateral Resistance of Optimized Ⅲc Sleeper with Different Frame Types[J]. Journal of Southwest Jiaotong University, 2018, 53(4): 727-732. doi: 10.3969/j.issn.0258-2724.2018.04.009
Citation: JING Guoqing, FU Hao, JIA Wenli, YAO Li, LIN Hongsong. Experimental Study on Lateral Resistance of Optimized Ⅲc Sleeper with Different Frame Types[J]. Journal of Southwest Jiaotong University, 2018, 53(4): 727-732. doi: 10.3969/j.issn.0258-2724.2018.04.009

框架优化型Ⅲc轨枕道床横向阻力试验研究

doi: 10.3969/j.issn.0258-2724.2018.04.009
基金项目: 

国家自然科学基金资助项目 U1234201

详细信息
    作者简介:

    井国庆(1979-), 男, 副教授, 博士, 研究方向为轨道结构及轨道力学, 电话:15901173048, E-mail:gqjing@bjtu.edu.cn

  • 中图分类号: U211.2

Experimental Study on Lateral Resistance of Optimized Ⅲc Sleeper with Different Frame Types

  • 摘要: 为对标准Ⅲc型轨枕进行外形优化及揭示轨枕优化前后道床横向阻力特性,针对Ⅲc型轨枕特定部位增设混凝土加宽(加厚)块,形成3种框架式轨枕,结合道床横向阻力测试实验,分析对比不同道床断面形式下(砟肩宽度300 mm堆高0 m;砟肩宽度500 mm堆高0 m;砟肩宽度500 mm堆高150 m)各框架轨枕与标准Ⅲc型轨枕道床横向阻力数值.研究结果表明:在不同道床断面型式下,各型框架轨枕均能有效增大道床横向阻力,相较于标准Ⅲc型轨枕,A型框架轨枕(轨枕承轨台双翼缘型)可提升道床横向阻力37.8%~50.8%,B型框架轨枕(枕中截面十字型)可提升道床横向阻力25.5%~41.0%,C型框架轨枕(轨枕承轨台下底部加厚型)可提升道床横向阻力13.3%~23.0%.

     

  • 图 1  条形轨枕阻力组成

    Figure 1.  Constitution of lateral resistance

    图 2  各型轨枕示意

    Figure 2.  Diagrams of frame sleepers

    图 3  混凝土块尺寸图(单位:cm)

    Figure 3.  Diagrams of concrete block(unit: cm)

    图 4  框架轨枕(从左至右依次为ABC型)

    Figure 4.  Pictures of frame sleepers (ABC from left to right)

    图 5  现场阻力测试

    Figure 5.  Lateral resistance in-situ test

    图 6  标准Ⅲc、A型轨枕横向阻力-位移

    Figure 6.  Resistance-displacement of Ⅲc sleeper and A frame sleeper

    图 7  标准Ⅲc、B型轨枕横向阻力-位移

    Figure 7.  Resistance-displacement of Ⅲc sleeper and B frame sleeper

    图 8  标准Ⅲc、C型轨枕横向阻力-位移

    Figure 8.  Resistance-displacement of Ⅲc sleeper and C frame sleeper

    表  1  试验工况

    Table  1.   Test condition

    mm
    工况 轨枕类型 砟肩宽度 砟肩堆高
    1 标准Ⅲc型 500 0
    2 标准Ⅲc型 500 150
    3 标准Ⅲc型 300 0
    4 A框架轨枕 500 0
    5 A框架轨枕 500 150
    6 A框架轨枕 300 0
    7 B框架轨枕 500 0
    8 B框架轨枕 500 150
    9 B框架轨枕 300 0
    10 C框架轨枕 500 0
    11 C框架轨枕 500 150
    12 C框架轨枕 300 0
    下载: 导出CSV
  • 井国庆.铁路有砟道床[M].中国:中国铁道出版社, 2012:158-163.
    杨艳丽. Ⅲ型混凝土轨枕有砟道床纵横向阻力设计参数试验研究[J].铁道工程学报, 2010(10):49-51, 57. doi: 10.3969/j.issn.1006-2106.2010.10.011

    YANG Yanli. Experimental study on design parameters of longitudinal and lateral resistance of ballast bed for Ⅲ-type concrete sleeper[J]. Journal of Railway Engineering Society, 2010(10):49-51, 57. doi: 10.3969/j.issn.1006-2106.2010.10.011
    高亮, 罗奇, 徐旸, 等.道床断面尺寸对道床横向阻力的影响[J].西南交通大学学报, 2014, 49(6):954-960. doi: 10.3969/j.issn.0258-2724.2014.06.004

    GAO Liang, LUO Qi, XU Yang, et al. Effects of ballast bed section dimension on its lateral resistance[J]. Journal of Southwest Jiaotong University, 2014, 49(6):954-960. doi: 10.3969/j.issn.0258-2724.2014.06.004
    KABO E. A numerical study of the lateral ballast resistance in railway tracks[J]. Proceedings of the Institution of Mechanical Engineers, Part F:Journal of Rail and Rapid Transit, 2006, 220(4):425-433. doi: 10.1243/0954409JRRT61
    JING G Q, LUO Q, WANG Z J. Micro-analysis lateral ballast resistance of seismic characteristics[J]. Journal of Vibroengineering, 2014, 16(1):533-544.
    REMENNIKOV A, KAEWUNRUEN S. Experimental investigation on dynamic railway sleeper/ballast interaction[J]. Experimental Mechanics, 2006, 46(1):57-66. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=75622b631b76c151f639a5987ebdda7d
    TUTUMLUER E, HUANG H, HASHASH Y. Aggregate shape effects on ballast tamping and railroad track lateral stability[C]//AREMA Annual Conference. Loisville Kentucky: AREMA, 2006: 17-20.
    LEPEN L, BHANDARI A R, POWRIE W. Sleeper end resistance of ballasted railway tracks[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(5):04014004. doi: 10.1061/(ASCE)GT.1943-5606.0001088
    ZAKERI J A, BAKHTIARY A. Comparing lateral resistance to different types of sleeper in ballasted railway tracks[J]. Scientia Iranica, 2014, 21(1):101-107. https://www.sid.ir/En/Journal/ViewPaper.aspx?ID=354659
    LEPEN L. Track behaviour: the importance of the sleeper to ballast interface[D]. Southampton: University of Southampton, 2008.
    PROFILLIDIS V, PONIRIDIS P. The mechanical behaviour of the sleeper-ballast interface[J]. Computers & Structures, 1986, 24(3):437-441. http://www.sciencedirect.com/science/article/pii/0045794986903214
    陈小平, 王平, 吕关仁.大型养路机械清筛和维修作业对道床阻力的影响[J].铁道标准设计, 2004, 47(4):90-92. doi: 10.3969/j.issn.1004-2954.2004.04.036
    ZHOU T Y, HU B, XU P, et al. Numerical study on the evolution of force Chain inside railway ballast under tamping operation[J]. Applied Mechanics & Materials, 2015, 724:275-278. http://www.scientific.net/AMM.724.275
    SADEGHI J M, BABAEE A. Structural optimization of B70 railway prestressed concrete sleepers[J]. Iranian Journal of Science & Technology Transaction B Engineering, 2006, 30(B4):461-473. https://www.sid.ir/en/journal/ViewPaper.aspx?FID=8542006b404
    HAYANO K, KOIKE Y, NAKAMURA T, et al. Effects of sleeper shape on lateral resistance of railway ballasted tracks[J]. Geotechnical Special Publication, 2014, 65(240):491-499. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=CC0214516127
    杜香刚.重载铁路新型高稳定性预应力混凝土轨枕的研发[J].铁道建筑, 2016(3):113-117. doi: 10.3969/j.issn.1003-1995.2016.03.28

    DU Xianggang. Research and development of new-type prestressed concrete sleeper with high stability for heavy haul railway[J]. Railway Engineering, 2016(3):113-117. doi: 10.3969/j.issn.1003-1995.2016.03.28
    凌烈鹏, 冯毅杰, 李家林.异型玻璃钢轨枕的设计及应用[J].铁道建筑, 2012(7):112-114. doi: 10.3969/j.issn.1003-1995.2012.07-34

    LING Liepeng, FENG Yijie, LI Jialin. Design and application of shaped FRP sleeper[J]. Railway Engineering, 2012(7):112-114. doi: 10.3969/j.issn.1003-1995.2012.07-34
    AWAD Z K, YUSAF T. Fibre composite railway sleeper design by using FE approach and optimization techniques[J]. Structural Engineering and Mechanics, 2012, 41(2):231-242. doi: 10.12989/sem.2012.41.2.231
    HARRIS D K, LUTCH R H, AHLBORN T M, et al. Optimization of a prestressed concrete railroad crosstie for heavy-haul applications[J]. Journal of Transportation Engineering, 2010, 137(11):815-822. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=4d0a4322a58085c91d4aeba5e0f1f156
    ZAKERI J A, MIRFATTAHI B, FAKHARI M. Lateral resistance of railway track with frictional sleepers[J]. Transport, 2012, 165(2):151-155.
    MONTALBÁN DOMINGO L, REAL HERRAIZ J I, ZAMORANO C, et al. Design of a new high lateral resistance sleeper and performance comparison with conventional sleepers in a curved railway track by means of finite element models[J]. Latin American Journal of Solids and Structures, 2014, 11(7):1238-1250. doi: 10.1590/S1679-78252014000700009
    WOLF H E. Flexural behavior of prestressed concrete monoblock crossties[D]. Urbana: University of Illinois at Urbana-Champaign, 2015.
    LE PEN L M, POWRIE W. Contribution of base, crib, and shoulder ballast to the lateral sliding resistance of railway track:a geotechnical perspective[J]. Proceedings of the Institution of Mechanical Engineers, Part F:Journal of Rail and Rapid Transit, 2011, 225(2):113-128. doi: 10.1177/0954409710397094
    LICHTBERGER B. The lateral resistance of the track (part 2)[J]. European Railway Review, 2007:1-7.
    中华人民共和国铁道部.高速铁路有砟轨道线路维修规则(试行)[M].北京:中国铁道出版社, 2013:9-10.
    高亮, 谷爱军.道床阻力测试方法的新探讨[J].北方交通大学学报, 1999, 23(4):91-95. http://d.old.wanfangdata.com.cn/Periodical/bfjtdxxb199904022

    GAO Liang, GU Aijun. Discussion on the new testing method of ballast resistance[J]. Journal of Northern Jiaotong University, 1999, 23(4):91-95. http://d.old.wanfangdata.com.cn/Periodical/bfjtdxxb199904022
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  • 收稿日期:  2017-07-20
  • 刊出日期:  2018-08-01

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