| 带缓和曲线的特大桥坐标计算及放样方法 |
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| 引用本文： | 夏冬君,王鑫,杨继禹. 带缓和曲线的特大桥坐标计算及放样方法[J]. 测绘与空间地理信息, 2001, 24(4): 44-46 |
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| 作者姓名： | 夏冬君 王鑫 杨继禹 |
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| 作者单位： | 哈尔滨工业大学,黑龙江,哈尔滨,150090;黑龙江省公路质检站,黑龙江,哈尔滨,150090;黑龙江省路桥公司一处,黑龙江,哈尔滨,150090 |
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| 摘 要： | 介绍一种带缓和曲线的特大桥桥墩在测量坐标系下的坐标计算及桥墩放样方法 ,以及Leica全站仪在桥梁施工放样中的应用
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| 关 键 词： | 测量坐标系 缓和曲线 极坐标放样 |
| 文章编号： | 1005-3123(2001)04-0044-03 |
| 修稿时间： | 2001-09-12 |
The Coordinate Calculation and Layout Method for Especially Big Bridge with Connecting Curve |
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| XIA Dong-jun ,WANG Xin ,YANG Ji-yu. The Coordinate Calculation and Layout Method for Especially Big Bridge with Connecting Curve[J]. Geomatics & Spatial Information Technology, 2001, 24(4): 44-46 |
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| Authors: | XIA Dong-jun WANG Xin YANG Ji-yu |
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| Affiliation: | XIA Dong-jun 1,WANG Xin 2,YANG Ji-yu 3 |
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| Abstract: | The article introduces piers of bridge coordinate calculation in the surveying system and methods of layout survey for piers of bridge. Furthermore, a theory and a practical method gained under plan polar coordinate are put forward and the use of the Leica electronic total station in the layout survey of the piers of bridge are put forward. |
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| Keywords: | survey coordinates system connecting curve layout survey |
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