用于普通相机标定的三维控制架测量方法
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  • 英文篇名:3D control frame measurement method for ordinary camera calibration
  • 作者:李启源 ; 王明常 ; 王凤艳 ; 卢立吉 ; 谭洋
  • 英文作者:LI Qiyuan;WANG Mingchang;WANG Fengyan;LU Liji;TAN Yang;College of Geo-Exploration Science and Technology,Jilin University;
  • 关键词:相机标定 ; 三维控制架 ; 空间前方交会 ; 间接测距 ; 轴对准法
  • 英文关键词:camera calibration;;3D control frame;;space forward intersection;;indirect ranging;;shaft alignment method
  • 中文刊名:CHKD
  • 英文刊名:Science of Surveying and Mapping
  • 机构:吉林大学地球探测科学与技术学院;
  • 出版日期:2017-04-12 13:14
  • 出版单位:测绘科学
  • 年:2017
  • 期:v.42;No.227
  • 基金:国家自然科学基金项目(41372337,41472243);; 数字制图与国土信息应用工程国家测绘地理信息局重点实验室开放研究基金项目(GCWD201402);; 区域开发与环境响应湖北省重点实验室开放研究基金资助项目(2015(B)003)
  • 语种:中文;
  • 页:CHKD201705019
  • 页数:5
  • CN:05
  • ISSN:11-4415/P
  • 分类号:117-121
摘要
普通相机标定的三维控制架降低了控制场的建设成本,使用户自主进行相机标定成为可能。针对如何快速准确进行三维控制架测量,获得高精度控制点坐标问题,该文分别采用两测站空间前方交会法和单测站空间极坐标法对三维控制架进行测量,分析对比两种方法的测量精度,并总结出提高测量精度的方法。实验表明,两测站空间前方交会法测量精度高,测量方法简便易行,精度稳定可靠。
        It reduces the construction cost of the control field when using three dimensional control frame for the conventional camera calibration,and it is possible for users to make camera calibration.So,How to measure the 3D control frame quickly and accurately rely on getting the high precision control point coordinates which is an important problem to be solved.In this paper,the three-dimensional control stand was measured by the two station space forward intersection method and the single station space polar coordinate method.Comparision between the measurement accuracy of two methods was carried on,and the methods to improve the precision of measurement was analized.The experiment showed that the two station space forward intersection measurement had higher precision,more reliable precision and easy to carriy on.
引文
[1]冯文灏.近景摄影测量[M].武汉:武汉大学出版社,2002.(FENG Wenhao.Close-range photogrammetry[M].Wuhan:Wuhan University Press,2002.)
    [2]袁孝,佟书泉,李欣.室内三维控制场测量方法研究[J].四川测绘,2007(6):256-258.(YUAN Xiao,TONG Shuquan,LI Xin.The research for the method of surveying indoor 3Dcontrol field[J].Surveying and Mapping of Sichuan,2007(6):256-258.)
    [3]王凤艳,韩东亮,张元元,等.基于轴对准法的坐标系生成与转换[J].测绘通报,2013(07):43-45.(WANG Fengyan,HAN Dongliang,ZHANG Yuanyuan,et al.Generation and transformation of coordinate system based on axis alignment[J].Bulletin of Surveying and Mapping,2013(7):43-45.)
    [4]冯文灏.工业测量中特高精度控制网的建立方法[J].武汉测绘科技大学学报,1999(2):119-123.(FENG Wenhao.A method to set up control net with extrahigh accuracy for industrial objects[J].Geomatics and Information Science of Wuhan University,1999(2):119-123.)
    [5]李广云,李宗春.工业测量系统原理与应用[M].北京:测绘出版社,2011.(LI Guangyun,LI Zongchun.Principle and application of industrial measurement system[M].Beijing:Surveying and Mapping Press,2011.)
    [6]贾真,邢志鹏,王志坚.TS30全站仪对不同反射目标测距精度的测试[J].北京测绘,2013(6):46-49.(JIA Zhen,XING Zhipeng,WANG Zhijian.Test of the distance accuracy to different reflectors by TS30total station[J].Beijing Surveying and Mapping,2013(6):46-49.)
    [7]冯文灏.工业测量中标准尺的几种应用[J].测绘通报,2004(3):40-43.(FENG Wenhao.Some applications of standard rulers in industrial surveying[J].Some Applications of Standard Rulers in Industrial Surveying,2004(3):40-43.)
    [8]张正禄.工程测量学[M].武汉:武汉大学出版社,2005.(ZHANG Zhenglu.Engineering surveying[M].Wuhan:Wuhan University Press,2005.)
    [9]杨凡,李广云,王力.三维坐标转换方法研究[J].测绘通报,2010(6):5-7,15.(YANG Fan,LI Guangyun,WANG Li.Research on the methods of calculating 3D coordinate transformtion parameters[J].Bulletin of Surveying and Mapping,2010(6):5-7,15.)
    [10]王玉宝,付丽琴.基于相机标定的交汇测量系统精度分析[J].国外电子测量技术,2009,28(5):17-20.(WANG Yubao,FU Liqin.Accuracy analysis of intersection measuring system with camera calibration[J].Foreign Electronic Measurement Technology,2009,28(5):17-20.)

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