摘要
分析了平直路段和凹形竖曲线路段眩光、驾驶人视线与防眩板高度的关系,考虑凹形竖曲线路段半径、汽车前照灯高度、驾驶人视线高度、路段横断面结构和中央分隔带宽度等参数,提出了凹形竖曲线路段防眩板高度计算方法。以京化高速公路防眩板设计高度为例进行实例验证,并将计算结果与《公路交通安全设施设计细则》(JTG/T D81—2006)规定的计算结果进行对比。研究结果表明:当汽车前照灯的灯距为120m,凹形竖曲线路段半径在12 000~32 000m时,按照现有规范,防眩板设计高度为1.712m,按照提出的方法,防眩板最小设计高度为1.720m,防眩板最大设计高度为1.800m。
The relationships among glare,driver sight and anti-glare plate height on straight section and concave vertical curve section were analyzed.The parameters such as the radius of concave vertical curve section,car headlamp height,driver sight height,cross-section structure and medial divider width were considered,and the calculation method of anti-glare plate height on concave vertical curve section was put out.The design height of anti-glare plate on Jinghua Expressway was taken as a case,the example verification was carried out,and the calculation results of the proposed method and Guidelines for Design of Highway Safety Facilities(JTG/T D81—2006) were compared.Research result shows that when the lamp distance of car headlamp is 120 m and the radius of concave vertical curve section is 12 000-32 000 m,the design height of anti-glare plate is 1.712 m by using the existing specification.By using the proposed method,the minimum design height of anti-glare plate is 1.720 m and the maximum design height of anti-glare plate is 1.800 m.
出处
《交通运输工程学报》
EI
CSCD
北大核心
2013年第2期86-91,共6页
Journal of Traffic and Transportation Engineering
基金
国家自然科学基金项目(51208053)
中央高校基本科研业务费专项资金项目(CHD2011JC030)
关键词
交通安全设施
凹形竖曲线路段
眩光
驾驶人视线
汽车前照灯运动轨迹
防眩板
traffic safety facility
concave vertical curve section
glare
driver sight
car headlamp movement trajectory
anti-glare plate