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作 者:宋洪锐 Song Hongrui(China Railway Eryuan Engineering Group Co.,Ltd.,Chengdu 610031,China)
机构地区:[1]中铁二院工程集团有限责任公司,成都610031
出 处:《铁道勘察》2022年第1期58-62,共5页Railway Investigation and Surveying
基 金:四川省科技计划资助项目(2019YFG0406)。
摘 要:山区米轨旅游轨道交通线路线形设计对行车安全性、乘车舒适性有重要影响,为合理确定其线路线形设计标准,结合米轨快速旅游交通车线系统特点,利用线路参数分析方法对线路平纵断面关键参数进行分析。研究表明,(1)实设最大超高建议值取80 mm,欠超高允许值一般地段取45 mm,困难地段取65 mm。(2)时速120 km条件下,线路平面最小曲线半径取1000 m,困难地段取850 m;圆曲线和夹直线最小长度取60 m,困难地段取40 m;建议采用直线形超高顺坡,平面为三次抛物线形缓和曲线,其最小长度取100 m,困难地段取90 m。(3)线路纵断面最大坡度取60‰;竖曲线最小长度和最大半径分别取15 m和20000 m,最小半径取6000 m;最小坡段长度取290 m。The alignment and profile design of meter gauge tourist rail transit project in mountain area has important impacts on driving safety and riding comfort.In order to reasonably determine the alignment standards,combined with the characteristics of the meter gauge fast tourist transit line system,the parameter analysis method was used to analyze the alignment.By analyzing key parameters of the plane alignment and profile,the main conclusions are:(1)The recommended maximum superelevation value is 80 mm,the allowable value of undersuperelevation is recommended as 45 mm,and 65 mm in difficult condition.(2)Under the condition of 120 km/h,the minimum curve radius for the plane is 1000 m,and 850 m in difficult condition;the minimum length of the straight line between plane curves is 60 m,and 40 m in difficult condition;Straight line super high downhill is suggested with cubic parabola.The minimum length of the transition curve is 100 m,and 90 m in difficult condition.(3)The maximum slope of the longitudinal section of the line could be 60‰;the minimum length and maximum radius of the vertical curve are respectively 15 m and 20000 m,the minimum radius is 6000 m,and the minimum slope length is 290 m.
分 类 号:U239.5[交通运输工程—道路与铁道工程] U412.33
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