首页 | 本学科首页   官方微博 | 高级检索  
     检索      

公路超高设计的有关问题浅析
引用本文:陈爱英,杨青柏.公路超高设计的有关问题浅析[J].交通科技与经济,2005,7(2):7-8.
作者姓名:陈爱英  杨青柏
作者单位:东南大学交通学院,江苏,南京,210096;北京鑫畅路桥建设有限公司,北京,152600
摘    要:公路超高设计计算中较有难度的是超高缓和段长度的确定、公式中参数的确定以及超高缓和段长度小于缓和曲线长度时超高缓和段的设置问题等。本文就这些问题从行车受力、路容美观、路面排水及施工可行性等方面进行了分析和讨论,阐明了设计计算的步骤和方法。

关 键 词:超高  超高缓和段长度  超高过渡方式  超高缓和段设置  超高渐变率
文章编号:1008-5696-(2005)02-0007-02
修稿时间:2004年6月14日

A few discussions on highway superelevation design
CHEN Ai-ying,YANG Qing-bai.A few discussions on highway superelevation design[J].Technology & Economy in Areas of Communications,2005,7(2):7-8.
Authors:CHEN Ai-ying  YANG Qing-bai
Institution:CHEN Ai-ying1,YANG Qing-bai2
Abstract:There are some difficulties in highway superelevation design, especially in how to ascertain the length of superelevation runoff and the parameter in formula and how to superelevate a curve when the length of superelevation runoff is shorter than that of transition curve, and so on. This article mainly focuses on these questions from the forces on a running vehicle, esthetics of road, pavement drainage, and construction feasibility. It presents the process and method on design calculation, and some useful advice for superelevation design.
Keywords:superelevation  length of superelevation runoff  types of superelevation transition  curve superelevating  gradual change of superelevation runoff
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号