广东工业大学 土木与交通工程学院,广东,广州,510006
崔家武(1992–),男,硕士研究生,主要研究方向为GNSS数据处理
周波阳(1983–),男,助理研究员,博士,主要研究方向为航空重力测量数据处理. E-mail:wdzbyang@163.com
网络首发:2017-11-09,
纸质出版:2017
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崔家武, 周波阳, 李锦城. 利用平行光管检验校正台校正全站仪的竖盘指标差及2C值[J]. 广东工业大学学报, 2017, 34(6): 78-82.
Cui Jia-wu, Zhou Bo-yang, Li Jin-cheng. Calibrating the Index Error of Vertical Circle and 2C of Total Station Using a Calibrator Stand with Collimators[J]. 2017, 34(6): 78-82. DOI: 10.12052/gdutxb.160095.
崔家武, 周波阳, 李锦城. 利用平行光管检验校正台校正全站仪的竖盘指标差及2C值[J]. 广东工业大学学报, 2017, 34(6): 78-82. DOI: 10.12052/gdutxb.160095.
Cui Jia-wu, Zhou Bo-yang, Li Jin-cheng. Calibrating the Index Error of Vertical Circle and 2C of Total Station Using a Calibrator Stand with Collimators[J]. 2017, 34(6): 78-82. DOI: 10.12052/gdutxb.160095. DOI:
竖盘指标差及2
C
值(两倍的视准轴误差)是影响全站仪角度测量精度的两个重要因素. 利用平行光管检验校正台分别对一台竖盘指标差超标的南方测绘NTS-312L型全站仪和一台2
C
超标的南方测绘NTS-312L型全站仪进行了校正. 校正后
前者的竖盘指标差从24″减小至6″
后者的2
C
从19″减小至–6″
校正结果符合《全站型电子速测仪检定规程JJG100-2003》. 为了对校正结果进行进一步检核
分别对两台全站仪进行了外业测试
结果显示
前者的竖盘指标差在–3″到6″范围内
后者的2
C
值在–6″到5″范围内
与实验结果基本符合.
Index error of vertical circle and 2
C
value (two times of collimation axis error) are two important indicators which affect the precision of total station’s angle measurement. A South NTS-312L total station with index error of vertical circle overrun and a South NTS-312L total station with 2
C
overrun are corrected by the calibrator stand with collimators. The experiments show that the index error of vertical circle of the former is reduced from 24″ to 6″ and 2
C
of the latter from 19″ to –6″ respectively after calibrating
the calibrating results according with Verification Regu
lation of Electronic Tachometer Total Station JJG100-2003. In order to check the calibration results further
both total stations are tested in a field survey
and the results show that the vertical index of the former changes between –3″ to 6″ range
and 2
C
value of the latter varies in –6″ to 5″ range
these numbers basically in agreement with the calibration experiment.
SHANG Y D. Analysis on the check of error of three axes of total station [J]. Geomatics Technology and Equipment, 2006, 8(2): 45-46+26.
WANG J R, SHANG Y D. Discussions on the check of error of three axes of total station [J]. Friend of Science Amateurs, 2005(5): 15-17.
潘正风, 程效军, 成枢, 等. 数字测图原理与方法[M]. 武汉: 武汉大学出版社, 2009. 120-121.
LUO L M. Analysis of the causes and adjustment of the optical theodolite’s index error of vertical circle [J]. Quality Exploration, 2016, 3(3): 50-51.
XIAO B. Adjustment and analysis of the causes of the optical theodolite’s index error of vertical circle [J]. Zhongzhou Coal, 2006(4): 64+91.
LI T. Analyze the cause and adjustment of the optical theodolite’s index error of vertical circle [J]. China Metrology, 2005(8): 56.
ZHOU S B. Analysis and correcting computation of axis line error for the electronic total station observations [J]. Hebei Journal of Industrial Science and Technology, 2005, 22(6): 58-60+64.
SUN Y C. Several inspection methods of theodolite collimation axis error and their differences [J]. Value Engineering, 2014, 33(3): 70-71.
全国几何量角度计量技术委员会. 全站型电子速测仪检定规程: JJG 100-2003[S]. 陕西: 中国计量出版社, 2003.
ZHOU B Y, LI J C, LI J Z, et al . Calibrating the i-angle of optical level using a calibrator stand with collimators [J ] . Journal of Guangdong University of Technology, 2016, 33(2): 15-18+36.
XU C. Method and the matters needing attention of correction about DJD series, DT series electronic theodolite vertical disk indicator error [J]. Instrument Action, 2015, 22(2): 39-40.
虞积强. 全站仪误差与检验研究[D]. 合肥: 合肥工业大学土木与水利工程学院, 2008.
YE X M, LING M, XIE F. Principle of axis error compensation of total station and its test method [J]. Journal of Geomatics, 2003, 28(3): 40-43.
YOU B P, BAO J Y, CUI G S, et al . The compensation and correction for the electronic total station observations [J ] . Hydrographic Surveying And Charting, 2004, 24(5): 29-31+45.
LIU Z L. Discussion on the vertical axis tilt error of total station [J]. Journal of Xi’an University of Arts Science (Nat Sci Ed), 2007, 10(2): 97-99.
LIANG Y, LI M. Discussion on the vertical disk compensator of total station [J]. Popular Sciences, 2011(10): 160-161.
国家测绘局. 三四等导线测量规范: CH/T2007-2001[S]. 北京: 测绘出版社, 2003.
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