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凹形竖曲线路段防眩板高度计算方法

吴焱 王建军 曹广斌 梁国华

吴焱, 王建军, 曹广斌, 梁国华. 凹形竖曲线路段防眩板高度计算方法[J]. 交通运输工程学报, 2013, 13(2): 86-91. doi: 10.19818/j.cnki.1671-1637.2013.02.013
引用本文: 吴焱, 王建军, 曹广斌, 梁国华. 凹形竖曲线路段防眩板高度计算方法[J]. 交通运输工程学报, 2013, 13(2): 86-91. doi: 10.19818/j.cnki.1671-1637.2013.02.013
WU Yan, WANG Jian-jun, CAO Guang-bin, LIANG Guo-hua. Calculation method of anti-glare plate height on concave vertical curve section[J]. Journal of Traffic and Transportation Engineering, 2013, 13(2): 86-91. doi: 10.19818/j.cnki.1671-1637.2013.02.013
Citation: WU Yan, WANG Jian-jun, CAO Guang-bin, LIANG Guo-hua. Calculation method of anti-glare plate height on concave vertical curve section[J]. Journal of Traffic and Transportation Engineering, 2013, 13(2): 86-91. doi: 10.19818/j.cnki.1671-1637.2013.02.013

凹形竖曲线路段防眩板高度计算方法

doi: 10.19818/j.cnki.1671-1637.2013.02.013
基金项目: 

国家自然科学基金项目 51208053

中央高校基本科研业务费专项资金项目 CHD2011JC030

详细信息
    作者简介:

    吴焱(1983-), 女, 山东临沂人, 长安大学讲师, 工学博士研究生, 从事道路交通规划与城市规划研究

    王建军(1970-), 男, 陕西咸阳人, 长安大学教授, 工学博士

  • 中图分类号: U491.59

Calculation method of anti-glare plate height on concave vertical curve section

More Information
  • 摘要: 分析了平直路段和凹形竖曲线路段眩光、驾驶人视线与防眩板高度的关系, 考虑凹形竖曲线路段半径、汽车前照灯高度、驾驶人视线高度、路段横断面结构和中央分隔带宽度等参数, 提出了凹形竖曲线路段防眩板高度计算方法。以京化高速公路防眩板设计高度为例进行实例验证, 并将计算结果与《公路交通安全设施设计细则》(JTG/T D81—2006)规定的计算结果进行对比。研究结果表明: 当汽车前照灯的灯距为120 m, 凹形竖曲线路段半径在12 000~32 000 m时, 按照现有规范, 防眩板设计高度为1.712 m, 按照提出的方法, 防眩板最小设计高度为1.720 m, 防眩板最大设计高度为1.800 m。

     

  • 图  1  不同线形条件下防眩板高度

    Figure  1.  Anti-glare plate heights under different alignment conditions

    图  2  防眩板设置高度

    Figure  2.  Setting height of anti-glare plate

    图  3  凹形竖曲线路段防眩板高度

    Figure  3.  Anti-glare plate height on concave vertical curve section

    表  1  驾驶人视线高度和汽车前照灯高度

    Table  1.   Driver sight heights and car headlamp heights

    车型 前照灯高度/m 视线高度/m
    大型车辆 1.00 2.00
    小型车辆 0.80 1.30
    下载: 导出CSV

    表  2  防眩板高度计算结果

    Table  2.   Calculation results of anti-glare plate heights

    序号 变坡点桩号 凹形竖曲线半径/m 原设计防眩板高度/m 计算防眩板高度/m 推荐防眩板高度/m
    1 K0+430.000 18 400 1.712 1.750 1.750
    2 K1+230.000 28 307 1.712 1.720 1.720
    3 K2+450.000 12 000 1.712 1.800 1.800
    4 K4+127.105 12 000 1.712 1.800 1.800
    5 K5+887.600 25 000 1.712 1.730 1.730
    6 K6+987.600 20 000 1.712 1.750 1.750
    7 K7+987.600 12 000 1.712 1.800 1.800
    8 K11+205.402 25 000 1.712 1.730 1.730
    9 K13+677.600 25 000 1.712 1.730 1.730
    10 K14+227.600 20 000 1.712 1.750 1.750
    11 K15+657.600 25 000 1.712 1.730 1.730
    12 K17+817.600 12 000 1.712 1.800 1.800
    13 K18+817.600 18 000 1.712 1.750 1.750
    14 K19+767.600 13 500 1.712 1.780 1.780
    15 K24+117.600 20 000 1.712 1.750 1.750
    16 K25+367.600 20 000 1.712 1.750 1.750
    17 K26+217.600 15 000 1.712 1.770 1.770
    18 K27+917.600 20 000 1.712 1.750 1.750
    19 K29+368.215 16 000 1.712 1.760 1.760
    20 K31+212.030 25 000 1.712 1.730 1.730
    21 K33+597.600 32 000 1.712 1.720 1.720
    22 K41+297.600 30 000 1.712 1.720 1.720
    23 K43+497.600 25 000 1.712 1.730 1.730
    24 K45+017.600 13 913 1.712 1.780 1.780
    25 K45+567.600 30 000 1.712 1.720 1.720
    26 K53+237.600 17 000 1.712 1.760 1.760
    27 K56+497.600 18 545 1.712 1.750 1.750
    28 K57+617.600 17 126 1.712 1.760 1.760
    下载: 导出CSV
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出版历程
  • 收稿日期:  2012-09-20
  • 刊出日期:  2013-04-25

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