| 立交匝道中线及边桩的坐标放样 |
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| 引用本文： | 魏国平.立交匝道中线及边桩的坐标放样[J].城市道桥与防洪,2003(6):71-74. |
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| 作者姓名： | 魏国平 |
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| 作者单位： | 上海市政工程设计研究院测量公司,上海,200092 |
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| 摘 要： | 本文推导了立交匝道等道路交通中线和边桩在城市坐标系中的坐标计算公式 ,并介绍了实现整个线路实现连续统一计算的程序设计思路。采用本文所提供的计算方法 ,采用全站仪、GPS等仪器进行立交匝道放样极为方便
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| 关 键 词： | 立交匝道 缓和曲线 边桩 极坐标放样 |
| 文章编号： | 1009-7716(2003)06-0071-04 |
| 修稿时间： | 2003年3月10日 |
Sampling of Coordinate of Middle Line and Side Pile of Interchange Ramps |
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| Wei GuoPing.Sampling of Coordinate of Middle Line and Side Pile of Interchange Ramps[J].Urban Roads Bridges & Flood Control,2003(6):71-74. |
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| Authors: | Wei GuoPing |
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| Institution: | Wei GuoPing |
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| Abstract: | Abstract: The paper develops the calculation formula of the coordinate in interchange ramps road traffic middle line and side piles in urban coordinate system. It also introduces the design thinking of the procedure for implementing the whole line and the continuous and unified calculation. It is easy to use the calculation method provided in the paper and to sample interchange ramps by instrument such as all station meter, GPS etc. |
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| Keywords: | interchange ramps transition curve side piles sampling of ultimate coordinate |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
