[1]祝可为、陈荣峰.山区高速公路隧道与互通立交出口间距[J].福建工程学院学报,2021,19(06):545-549.[doi:10.3969/j.issn.1672-4348.2021.06.007]
 ZHU Kewei,CHEN Rongfeng.Research on the distance between expressway tunnels and 〖JZ〗interchange exits in mountainous areas[J].Journal of FuJian University of Technology,2021,19(06):545-549.[doi:10.3969/j.issn.1672-4348.2021.06.007]
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山区高速公路隧道与互通立交出口间距()
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《福建工程学院学报》[ISSN:2097-3853/CN:35-1351/Z]

卷:
第19卷
期数:
2021年06期
页码:
545-549
栏目:
出版日期:
2021-12-25

文章信息/Info

Title:
Research on the distance between expressway tunnels and 〖JZ〗interchange exits in mountainous areas
作者:
祝可为、陈荣峰
福建船政交通职业学院
Author(s):
ZHU Kewei CHEN Rongfeng
School of civil Engineering, Fujian Chuanzheng Communications College
关键词:
交通工程山区高速公路隧道与互通立交最小出口间距交通安全设计
Keywords:
traffic engineering mountain expressways tunnels interchanges minimum distance between exits traffic safety design
分类号:
U491
DOI:
10.3969/j.issn.1672-4348.2021.06.007
文献标志码:
A
摘要:
针对单向双车道高速公路隧道与互通立交出口间距只能满足识别视距的情况,分析了车辆驶出隧道出口的换道过程,结果表明,在极端困难情况下,隧道出口的明适应时间能够缩短到1s?预期驶出高速的车辆必须在隧道前的路段完成变道,确保驶出车辆在车道外侧上行驶,才可以保证运营期交通行车安全。
Abstract:
Analysis was conducted of the process of changing lanes through the exit of the tunnel when the distance between the one-way two-lane expressway tunnel and the interchange exit can only meet the requirements of the identification line of sight. Results show that the following conditions must be met in extremely difficult situations:(1)the light adaptation time at the exit of the tunnel can be shortened to 1 s; (2) vehicles that are expected to drive out of the expressway must change lanes before entering the tunnel to ensure that the vehicles drive on the curb lane to ensure traffic safety during the operation period.

参考文献/References:

[1] HOEKSMA H, BROEREN P T W, HENNINK H, et al. Tunnel road design junctions in and near tunnels in freeways[C]∥4thInternational Symposium on Highway Geometric Design. Valencia:Transportation Research Board, 2010: 1-14.[2] 赵一飞, 陈敏, 潘兵宏. 隧道与互通式立交出口最小间距需求分析[J]. 长安大学学报(自然科学版), 2011, 31(3): 68-71, 89. [3] 赵礼昭, 邹云. 高速公路改扩建项目隧道与互通立交净距研究[J]. 公路交通技术, 2018, 34(6): 16-21. [4] 韦修状. 城市快速路隧道与互通式立交出口最小间距研究[J]. 交通世界, 2021(22): 11-13. [5] 王少飞, 李伟聪, 陈学文, 等. 高速公路互通式立交与隧道入口最小间距研究[J]. 铁道建筑,2013(9): 74-76. [6] 葛芸. 隧道与互通立交小间距路段的安全设计研究[J]. 交通建设与管理, 2021(2): 92-93, 91. [7] 王方杰. 隧道与互通立交小间距路段的交通安全设计[J]. 山东交通科技, 2017(4): 80-83. [8] 中华人民共和国交通运输部. 公路路线设计规范: JTG D20—2017[S]. 北京: 人民交通出版社, 2017. [9] 中华人民共和国交通运输部. 公路立体交叉设计细则: JTGT D21—2014[S]. 北京: 人民交通出版社, 2014. [10] 徐吉谦, 陈学武. 交通工程总论[M]. 5版. 北京: 人民交通出版社, 2020.

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更新日期/Last Update: 2021-12-25