期刊文献+

基于精密测距的三维坐标基准建立方法及精度研究 被引量:4

Establishment Method and Precision Research of 3D Coordinate Datum Based on Precise Distance Measurement
下载PDF
导出
摘要 随着现代工业测量和工程测量的不断发展,目前三维控制网的建立呈现出大范围、高精度的趋势和特点,现有的方法主要是通过测角或者测距建立。利用经纬仪进行精密测角建立三维控制网虽然精度较高,但存在着操作复杂、受人差影响较大、范围较小等不足。随着激光干涉测距技术的发展,测距精度有了飞跃式的提高,本文利用高精度测距值分别进行经典三边网平差和自由设站平差建立三维控制网,通过实验分析两种方法建立控制网的精度并进行对比,实验数据表明,利用自由设站法建立三维坐标基准具有非常高的精度,发挥出了激光干涉测距的高精度优势。 With the continuous development of modern industrial survey and engineering survey,at present of the three-dimensional control network established showing the trend and characteristics of large range,high precision,existing methods is mainly through the measuring angle or distance.The three-dimensional control network is established by using theodolite for precise angle measurement.Although the accuracy is high,there are some problems,such as complex operation,bad influence,small scope and so on.With the development of laser interferometer technology,ranging accuracy has a huge improvement,using high precision ranging values were adjustment and free station adjustment to establish three-dimensional control network of three classical edge network,through the experiment and analysis of two methods to establish the accuracy of the control network and comparing the experimental data show that the station method to establish the 3D coordinates of the base with a very high accuracy by using the free,play the advantages of high-precision laser interferometer.
出处 《北京测绘》 2017年第01S期65-68,共4页 Beijing Surveying and Mapping
基金 河南省科技攻关项目(152102210006 162102210029)
关键词 测边三维网 自由设站法 精密测距 拟稳平差 3D trilaterational network free station method precise ranging quasi stable adjustment
  • 相关文献

参考文献4

二级参考文献20

  • 1邱冬炜,杨松林,苏浩源.大跨径桥梁GPS平面控制网的布测[J].测绘科学,2004,29(5):56-58. 被引量:4
  • 2刘仁钊,刘廷明.精密工程测量控制网的建立方法[J].地理空间信息,2007,5(2):106-109. 被引量:15
  • 3National Institute of Standards and Technology.ASME B89.4.19-2006 performance evaluation of laser-based spherical coordinate measurement systems[S].America:U.S.Department of Commerce,2006.
  • 4ZHANG D,ROLT S,MAROPOULOS P G.Modelling and optimization of novel laser multilateration schemes for high-precision applications[J].Measurement Science and Technology,2005,16(12):2541-2547.
  • 5PREDMORE C R.Bundle adjustment of multi-position measurements using the Mahalanobis distanc[J].Precision Engineering,2010,34(1):113-123.
  • 6任永杰,邾继贵,杨学友,叶声华.利用激光跟踪仪对机器人进行标定的方法[J].机械工程学报,2007,43(9):195-200. 被引量:138
  • 713_TDA5005[EB/OL].http://www.leica-geosystems.com/media/new/product solution/L3 TDA5005.pdf,2005 -5 -20.
  • 8SA-USMN Training Manual[EB/OL].http://www.spatialanalyzer.com/sa_ documents.htm,2005-5-20.
  • 9Axyz Mathematics for users[Z].Switzerland:Leica Geosvstems AG,2002.
  • 10I.eica Geosystems. Tracker Programming Interface of emScon 3.5 Programmers[C]. Leica Geosystems AG, Unterentfelden Switzerland, 2010.

共引文献118

同被引文献25

二级引证文献10

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部