| 高速公路竖曲线及超高渐变段高程计算研究 |
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| 引用本文： | 徐广翔,王树亮.高速公路竖曲线及超高渐变段高程计算研究[J].北京测绘,2011(4):8-11. |
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| 作者姓名： | 徐广翔 王树亮 |
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| 作者单位： | 山西大同大学煤炭工程学院,山西,大同,037003 |
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| 摘 要： | 利用Excel强大的计算功能,将变坡点里程、变坡点高程、凸竖曲线和凹竖曲线半径等参数输入设计好的程序中,解决高速公路纵断面各个设计中心点设计高程、超高等问题,不仅节省时间和资金,又提高了工作效率.
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| 关 键 词： | Excel 高速公路 竖曲线 超高渐变段 |
TheHeight Computation Research of the Vertical Curve and Superelevation Gradient Section in Highway |
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| Institution: | XU Guang-xiang(School of Mining Engineering,Shanxi Datong University,Datong 037003,China) |
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| Abstract: | Using Excels powerful computing functions,parameters of changing slope point mileage,changing slope point height,convex vertical curve and concave convex curve radius will be input to program which has be designed and solve design elevation of every design center of longitudinal highway,superelevation and so on,so as to not only save time and money,but also improve the work efficiency. |
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| Keywords: | Excel highway vertical curve superelevation gradient section |
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