潘兵宏, 董怡伽, 赵亚茹, 唐力焦, 余英杰. 菱形立交双钮型平面交叉口交叉结点最小间距[J]. 北京工业大学学报, 2019, 45(3): 283-291. DOI: 10.11936/bjutxb2017110028
    引用本文: 潘兵宏, 董怡伽, 赵亚茹, 唐力焦, 余英杰. 菱形立交双钮型平面交叉口交叉结点最小间距[J]. 北京工业大学学报, 2019, 45(3): 283-291. DOI: 10.11936/bjutxb2017110028
    PAN Binghong, DONG Yijia, ZHAO Yaru, TANG Lijiao, YU Yingjie. Minimum Spacing Between Crossovers of Double Crossover Intersection in Diamond Interchange[J]. Journal of Beijing University of Technology, 2019, 45(3): 283-291. DOI: 10.11936/bjutxb2017110028
    Citation: PAN Binghong, DONG Yijia, ZHAO Yaru, TANG Lijiao, YU Yingjie. Minimum Spacing Between Crossovers of Double Crossover Intersection in Diamond Interchange[J]. Journal of Beijing University of Technology, 2019, 45(3): 283-291. DOI: 10.11936/bjutxb2017110028

    菱形立交双钮型平面交叉口交叉结点最小间距

    Minimum Spacing Between Crossovers of Double Crossover Intersection in Diamond Interchange

    • 摘要: 针对菱形互通式立体交叉中平面交叉交通组织效率低,容易发生交通拥堵的现状,以减少交通流干扰、优化交通组织为目的,基于分叉式菱形互通式立交的设计概念,对其采用的双钮型平面交叉的相关设计指标进行研究.首先,对双十字平面交叉与双钮型平面交叉交通特性进行对比分析,明确了双钮型平面交叉的优势.然后,结合自由车流换道轨迹理论提出对向车道交叉转换间距.最后,分析了主要道路左转车辆行驶需求,将其进入平面交叉口的过程分为等待可插入间隙行驶距离、驾驶员判断及采取措施距离、变换车道行驶距离、减速行驶或排队等候距离4个部分,并基于交通流理论、排队理论提出了交叉结点最小间距推荐值.研究结果表明:双钮型平面交叉口交叉结点最小间距的主要影响因素为设计速度,交叉角度与车道数量对其影响较小.

       

      Abstract: To solve the problem of the inefficiency of the intersection in the diamond interchange, which often causes heavy traffic, and to reduce the traffic flow and optimize transportation organization simultaneously, the design specification of the double crossover intersection was studied based on the concept of the diverging diamond interchange. First, the traffic characteristics of double cross intersection and double crossover intersection were analyzed, and the advantages of double crossover intersection were clarified. Second, combined with the lane changing trajectory of vehicle model, the opposite lane changing distance on crossover was put forward. Finally, the left-turn vehicle driving demand from main road was analyzed, and the process of entering the intersection was divided into the distance of waiting for the gap that can be inserted, the distance of drivers judging and taking measures, lane changing distance, and deceleration or queuing distance. The minimum spacing of crossovers were recommended according to traffic flow theory and queuing theory. Results show that the design speed is the main factor affecting the minimum spacing between crossovers of double crossover intersection, and the cross angle and the number of lanes have less influence on it.

       

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