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借用对向车道通行的高速公路施工控制区梯级限速研究

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[目的]为使车辆平稳快速地通过借用对向车道通行的高速公路施工控制区,对施工控制区梯级限速方案进行了研究.[方法]首先,采集并分析不同施工控制区断面交通流速和车头时距变化;其次,根据车辆轨迹特征计算末级限速值,基于车辆减速运动特征和驾驶人注视特点制定施工控制区梯级限速方案;最后,构建驾驶模拟实验场景,通过安全与效率协调优化的评价指标对所建立的限速方案进行评价.[结果]结果表明:中分带开口区平均车速和车头时距最小.当中分带开口长度为70m的两车道时,形成以40 km/h为最终限速值、以20 km/h为降速幅值、以过渡区起点上游50m为最终限速标志位置的变间距高速公路施工控制区限速系统.[结论]驾驶模拟实验表明,同《公路养护安全作业规程》(JTG H30-2015)中的两级限速方案相比,所建立的梯级限速方案可使施工控制区综合效率指数提高9.15%,综合安全指数提高27.62%.
Study on Graded Speed Limit in Work Zone Crossovers for Expressway Construction
[Objective]To ensure the vehicles through the work zone crossovers for expressway construction smooth and fast,a graded speed limit plan for the traffic control zone was studied.[Method]Firstly,collect and analyze the traffic flow velocity and time headway in different traffic control zones.Secondly,according to the vehicle trajectory to calculate the value of the last speed limit sign,and a graded speed limit plan for the traffic control zone was formulated based on vehicle deceleration and driver gaze.Finally,the graded speed limit plan was evaluated by safety and efficiency indictors through driving simulator.[Result]The results show that the av-erage speed and the time headway in work zone crossovers are the smallest.When the median width is 70 m,the final speed limit value should be 40 km/h,forming a graded speed limit system in expressway construction with a deceleration amplitude of 20 km/h and a final speed limit sign positioned in 50 m before the up-stream of the transition area.[Conclusion]The driving simulation test shows that compared with the two-level speed limit scheme in JTG H30-2015,the comprehensive efficiency index of the traffic control zone under es-tablished scheme has increased by 9.15%,and the extensive safety index has increased by 27.62%.

expressway constructionwork zone crossovertraffic characteristicstraffic safety and efficiencyspeed limit

吕路、丁天、郭忠印、侯福金

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同济大学道路与交通工程教育部重点实验室,上海 201804

陕西铁路工程职业技术学院铁道运输学院,陕西渭南 714000

山东高速建设管理集团有限公司,山东济南 250014

高速公路施工控制区 借用对向车道通行 交通特性 安全与效率 限速

国家自然科学基金项目山东省交通运输厅科技计划项目

519780692019B32

2024

华东交通大学学报
华东交通大学

华东交通大学学报

CSTPCD
影响因子:0.748
ISSN:1005-0523
年,卷(期):2024.41(1)
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