| 公路设计超高计算方法的研究 |
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| 引用本文： | 臧晓冬,吴增珊,迟银波.公路设计超高计算方法的研究[J].交通科技与经济,2005,7(2):9-10. |
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| 作者姓名： | 臧晓冬 吴增珊 迟银波 |
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| 作者单位： | 黑龙江工程学院,黑龙江,哈尔滨,150050;中国煤碳国际经济技术合作总公司,黑龙江,哈尔滨,150000 |
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| 摘 要： | 超高设计是公路设计中非常重要的设计内容,本文结合新标准研究了超高缓和段长度的确定方法、超高的过渡方式,以及绕行车道内边缘旋转时超高的计算方法,并深入讨论了当超高渐变率小于1/330情况下的超高计算方法。
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| 关 键 词： | 曲线 设计 超高 |
| 文章编号： | 1008-5696-(2005)02-0009-02 |
| 修稿时间： | 2004年7月21日 |
The study about methods of superelevation calculations on highway design |
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| ZANG Xiao-dong,WU Zeng-shan,CHI Yin-bo.The study about methods of superelevation calculations on highway design[J].Technology & Economy in Areas of Communications,2005,7(2):9-10. |
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| Authors: | ZANG Xiao-dong WU Zeng-shan CHI Yin-bo |
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| Institution: | ZANG Xiao-dong1,WU Zeng-shan2,CHI Yin-bo1 |
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| Abstract: | Superelevation design is the very important content on highway design. This paper studies the calculating way of length of easement section in case of new technical standards of highway engineering, mode of transition of super-elevation, and calculating ways which rotates by inside edge of pavement, and discusses deeply the calculating ways of superelevation that the superelevation transition ratio is smaller than one of 1/330. |
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| Keywords: | curve design superelevation |
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