路侧示警桩设置关键指标研究

摘要
图/表
参考文献
相关文章 (15)

全文: PDF (2029 KB) HTML ()
输出: BibTeX | EndNote (RIS)

摘要 This study aims to investigate retroreflectivity sheeting matching and design of highway warning piles. The effects of relevant parameters on the nocturnal guidance for a change in horizontal alignment of highway-side warning pile are studied and discussed by using real vehicle tests. We consider the two forms of warning piles that are commonly used on national highways. The first is the red and white warning piles, which is used for warning function of access spots; and the second is the yellow and black warning piles, which is used for the induction function of highway side profile. Deceleration spots before the vehicle enters the bend and the smoothness of the deceleration process are considered identification indicators on the basis of the real vehicle test. We obtain optimal quantities of retroreflectivity sheeting matching and design of highway warning piles using mathematical statistics method and correlation analysis. We also propose a corresponding low-cost solution considering the low budget of low-class highways.

	服务

	把本文推荐给朋友
	加入我的书架
	加入引用管理器
	E-mail Alert
	RSS
	作者相关文章
	姜明
	陈艳艳
	冯移冬
	周瑞

关键词 ： traffic engineering, traffic safety, difference analysis, sight delineation, warning pile, design specification, real vehicle test

Abstract：This study aims to investigate retroreflectivity sheeting matching and design of highway warning piles. The effects of relevant parameters on the nocturnal guidance for a change in horizontal alignment of highway-side warning pile are studied and discussed by using real vehicle tests. We consider the two forms of warning piles that are commonly used on national highways. The first is the red and white warning piles, which is used for warning function of access spots; and the second is the yellow and black warning piles, which is used for the induction function of highway side profile. Deceleration spots before the vehicle enters the bend and the smoothness of the deceleration process are considered identification indicators on the basis of the real vehicle test. We obtain optimal quantities of retroreflectivity sheeting matching and design of highway warning piles using mathematical statistics method and correlation analysis. We also propose a corresponding low-cost solution considering the low budget of low-class highways.

Key words： traffic engineering traffic safety difference analysis sight delineation warning pile design specification real vehicle test

收稿日期: 2018-11-03

基金资助:Supported by the Standardization Research Project of Ministry of Communications (No.2016 3722)

通讯作者: JIANG Ming E-mail: 40122436@qq.com

引用本文:

姜明, 陈艳艳, 冯移冬, 周瑞. 路侧示警桩设置关键指标研究[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 79-87.
JIANG Ming, CHEN Yan-Yan, FENG Yi-dong, ZHOU Rui. Key Design Indicators for Roadside Warning Piles. Journal of Highway and Transportation Research and Development, 2019, 13(1): 79-87.

链接本文:

http://manu27.magtech.com.cn/Jwk_gljtkj_en/CN/ 或 http://manu27.magtech.com.cn/Jwk_gljtkj_en/CN/Y2019/V13/I1/79

[1] Ministry of Transport of PRC. Statistical Bulletin on the Development of Highway and Waterway Transport Industry in 2017[EB/OL].(2018-3-30)[2018-05-21]. http://www.mot.gov.cn.(in Chinese)
[2] Ministry of Public Security of PRC. Annual Report of Traffic Accidents Statistics[M]. Beijing:China Communications Press, 2016.(in Chinese)
[3] Ministry of Transport of PRC. Analysis Report on National Trunk Highway Traffic in 2016[R]. Beijing:China Communications Press, 2016.(in Chinese)
[4] US Federal Highway Administration. Impacts on State and Local Agencies for Maintaining Traffic Signs within Minimum Retroreflectivity Guidelines[R]. Washington, D. C.:U.S. Department of Commerce,1998.
[5] HAWKINS H G, BARTOSKEWITZ R T, FENNO D W. Evaluation of Rural Guide Signing Second Year Activities and Preliminary Recommendations[R]. Austin:Texas Department of Transportation,1995.
[6] CARLSON PAUL J, MATT S. Methods for Maintaining Traffic Sign Retroreflectivity, FHWA-HRT-08-026[R]. Washington, D. C.:Federal Highway Administration, 2007.
[7] U. S. Federal Highway Administration. Manual on Uniform Traffic Control Devices for Streets and Highways[S]. 2009 ed. Washington, D. C.:U. S. Department of Transportation, 2009.
[8] JTG D81-2017, Design Specification for Highway Safety Facilities[S].(in Chinese)
[9] YUAN Wei.Study on Vehicle Driver's Dynamic Visual Characters Test on City Road[D]. Xi'an:Chang'an University,2008.(in Chinese)
[10] LUO Hong-jie, LI Guang-lei. Study on Setting Spacing of Delineators on Eight-lane Expressway[J]. Highway, 2017(6):50-53.(in Chinese)
[11] XIN Zhi-gang, WANG Chun-yu,ZHANG Xu-guang. On the Setting of Retro-reflective Delineators in the Freeway Tunnel[J]. Journal of Safety and Environment, 2015, 15(5):156-161.(in Chinese)
[12] BAO Xing-chen, MENG Qiang. Discussion of Application Scheme Design of Active LED Delineators for Expressway[J]. China ITS Journal, 2017(4):113-115.(in Chinese)
[13] LI Dan, CUI Han-jing. Research on the Luminosity Performance of Delineator[J]. Transport Standardization, 2009(S2):52-54.(in Chinese)
[14] WANG Wei. Reflex Reflection Performance of Contour Mark and Relative Influence for Safe Driving[J]. Transport Standardization, 2009(20):30-32.(in Chinese)
[15] WU Jing-mei, CHEN Yu, TANG Cheng-cheng. Technology of Ensuring Traffic Safety on Rural Mountain Highway[R]. Beijing:Research institute of Highway,Ministry of Transport, 2014. (in Chinese)
[16] ZHAO Yong-ping,WANG Jian-jun, LUO Shi-gui, Discussion on Setting Spacing of Indicative Alignment Delineators[J]. Science and Technology of Henan Communication,1998(1):28-29.(in Chinese)
[17] MAO Hui. Chevron Alignment Sign Placing[J]. Journal of Highway and Transportation Research and Development,2001, 18(5):90-92.(in Chinese)
[18] HOU De-zao, YANG Man-juan, ZHANG Tie-jun, et al. Technical Guide for Implementation of Highway Life Protection Project[R]. Beijing:Research Institute of Highway,Ministry of Transport, 2015.(in Chinese)