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Corresponding Author

王晓飞,女,博士,副教授.E-mail:xiaofeiw@scut.edu.cn

Abstract

Due to rapid economic development, the traffic demand has changed, and the expressway often needs to add other service functions on the basis of the original traffic service to achieve perfect traffic operation. Focusing on the Huangcun Toll Station and Huangcun Interchange of Guangzhou East Ring Highway, this paper put forward the overall scheme design of the short-distance Huangcun Service Area by using the land on both sides of the existing expressway. At the same time, through the simulation analysis of VISSIM software, the overall design scheme was verified to improve the traffic efficiency and safety between the toll station and the interchange. The research results can provide a reference for the flexible design and rational use of short-distance toll-service facilities on urban expressways.

Publication Date

1-18-2024

DOI

10.14048/j.issn.1671-2579.2022.06.046

First Page

241

Last Page

246

Submission Date

May 2025

Reference

[1] 徐旺, 李鑫鑫. 错位式收费站设置的可行性[J]. 公路, 2017, 62(8): 179-183.XU Wang, LI Xinxin. Feasibility of designing dislocation type toll station[J]. Highway, 2017, 62(8): 179-183. [2] 陈嘉璇, 张玉坤, 张文, 等. 高速公路光伏收费站设计: 以山西省太原地区高速公路收费站为例[J]. 建筑节能, 2017, 45(9): 19-24, 32. CHEN Jiaxuan, ZHANG Yukun, ZHANG Wen, et al. Design of highway toll-gate with photovoltaic: analysis of highway toll-gate in Taiyuan, Shanxi Province[J]. Building Energy Efficiency, 2017, 45(9): 19-24, 32. [3] 张俊杰, 牟鹏, 艾乔, 等. 交旅融合背景下高速公路服务区景观设计[J]. 公路, 2021, 66(8): 262-267.ZHANG Junjie, (MOU/MU) Peng, AI Qiao, et al. Highway, 2021, 66(8): 262-267. [4] 黄治炉, 陈宽民. 高速公路先入后出型匝道最小间距研究[J]. 中外公路, 2016, 36(4): 335-340. HUANG Zhilu, CHEN Kuanmin. Journal of China & Foreign Highway, 2016, 36(4): 335-340. [5] 杨少伟, 赖泓志, 潘兵宏, 等. 高速公路主线相互合流至出口最小间距的研究[J]. 深圳大学学报(理工版), 2018, 35(6): 643-652. YANG Shaowei, LAI Hongzhi, PAN Binghong, et al. Minimum spacing between the mainline of highway mutual confluence and the mainline exit[J]. Journal of Shenzhen University (Science and Engineering), 2018, 35(6): 643-652. [6] 罗韧. 高速公路隧道与互通式立交安全间距研究[D]. 成都: 西南交通大学, 2019. LUO Ren. Study on Safety Distance between Expressway Tunnel and Interchange. Chengdu: Southwest Jiaotong University, 2019. [7]PAULRyus,MARKVandehey,LILYElefteriadou,etal.HighwayCapacityManual:HCM[M].America:TransportationResearchBoard,2010. [8] 中华人民共和国交通运输部. 公路工程技术标准: JTG B01—2014[S]. 北京: 人民交通出版社, 2015. [9] 中交第一公路 勘 察 设 计 研 究 院 有 限 公 司 . 公 路 路 线 设 计 规范 :JTG D20—2017 [S] . 北 京 : 人 民 交 通 出 版 社 股 份 有限公司 ,2017. [9] CCCC First Highway Consultants Co., Ltd. Design Specifications for Highway Route: JTG D20–2017 [S]. Beijing: People's Communications Press Co., Ltd., 2017. [10] 中国公路工程咨询集团有限公司 . 公路立体交叉设计细 则 :JTG/T D21—2014[S] . 北 京 : 人 民 交 通 出 版 社 股 份 有限公司 ,2014. [10] China Highway Engineering Consulting Group Co., Ltd. Detailed Rules for Highway Grade-Separated Intersection Design: JTG/T D21–2014 [S]. Beijing: People's Communications Press Co., Ltd., 2014. [11] 吕晓东. 高速公路互通式立交与其他设施净距研究[D]. 西安: 长安大学, 2011. LV Xiaodong. Study on the net distance between expressway interchange and other facilities. Xi’an: Changan University, 2011. [12] 孔令臣. 多车道高速公路互通式立交加减速车道长度及最小净距研究[D]. 西安: 长安大学, 2012. KONG Lingchen. Study on the length and minimum clear distance of acceleration and deceleration lanes of multi-lane expressway interchanges. Xi’an: Changan University, 2012.

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