图像全站仪及图像测量发展与展望

doi:10.13474/j.cnki.11-2246.2021.0175

测绘通报 ›› 2021, Vol. 0 ›› Issue (6): 50-53.doi: 10.13474/j.cnki.11-2246.2021.0175

图像全站仪及图像测量发展与展望

章后甜^1,2, 郑勇¹, 陈冰¹, 陈张雷¹

1. 信息工程大学地理空间信息学院, 河南郑州 450001;
2. 洛阳理工学院土木工程学院, 河南洛阳 471023

收稿日期:2020-07-30 修回日期:2020-09-06 发布日期:2021-06-28
作者简介:章后甜(1981—),男,博士,讲师,主要从事工程测量及天文测量研究。E-mail:83930189@qq.com
基金资助:
国家自然科学基金（11673076）

Development and prospect of image assisted total station and image measurement

ZHANG Houtian^1,2, ZHENG Yong¹, CHEN Bing¹, CHEN Zhanglei¹

1. Institute of Geospatial Information, Information Engineering University, Zhengzhou 450001, China;
2. Department of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang 471023, China

Received:2020-07-30 Revised:2020-09-06 Published:2021-06-28

摘要/Abstract

摘要： 全站仪是使用非常广泛的测量仪器，但一次只能测量一个点，而且测量效率和精度易受操作员影响。带相机的图像全站仪正好可以避免以上两个问题。图像全站仪取代普通全站仪也是未来测量仪器的发展趋势。图像全站仪将全站仪的实时性、高精度、高稳定性与相机的无接触、面测量、无人为误差等技术优势结合在一起，在天文测量、形变监测、精密工程测量及地形图测绘等领域具有广泛的应用前景。本文在介绍图像全站仪的概念和发展历程的基础上，对图像全站仪的特点和可能的应用领域进行分析，最后结合图像全站仪和图像测量中存在的问题，指出今后的发展方向。

关键词: 全站仪, 图像全站仪, 同轴相机, 图像测量, 面测量

Abstract: As a widely used measuring instrument, total station can only aim at one object at a time, and the efficiency and accuracy are often relied on people who conducts it. Both defects can be eliminated exactly by using image assisted total station (IATS), which is most likely to replace conventional measuring appliances in the future. Based on the integration of coaxial camera in total station, the real-time, high precision, and high stability of the total station are combined with the technical advantages of cameras such as non-contact, surface measurements and no human error. Therefore, IATS have extensive application prospects in fields such as astronomic surveys, deformation monitoring, precision engineering surveys, and topographic mapping. By introducing the concept of IATS and its development, this paper analyzes the characters of IATS and its possible applying fields. Based on the analysis of the features of IATS and possible application areas and combined with the defects when measuring with IATS, certain direction for the future development will be revealed.

Key words: total station, image assisted total station, coaxial camera, image measurement, surface measurement

中图分类号:

章后甜, 郑勇, 陈冰, 陈张雷. 图像全站仪及图像测量发展与展望[J]. 测绘通报, 2021, 0(6): 50-53.

ZHANG Houtian, ZHENG Yong, CHEN Bing, CHEN Zhanglei. Development and prospect of image assisted total station and image measurement[J]. Bulletin of Surveying and Mapping, 2021, 0(6): 50-53.

参考文献

[1] 熊春宝,杨俊志.测地机器人[M]. 北京:测绘出版社, 2011.
[2] SAKIMURA R, ACSE S M,MARUYMA K. Development of a new generation imaging total station system [J]. Journal of Surveying Engineering, 2007, 133(1):14-22.
[3] WAGNER A. New geodetic monitoring apporaches using image assisted total station [D]. [S.l.]: Technische Universität München, 2017.
[4] 时春霖,张超,陈长远,等.测量机器人小视场星图一维最大熵星点图像分割算法[J].测绘学报,2018,47(4):446-454.
[5] 时春霖. 基于视频测量机器人的自动天文测量技术研究[D].郑州:信息工程大学,2018.
[6] 叶凯,张超,时春霖,等.视频测量机器人星识别算法在自动天文定向中的应用[J].测绘通报,2019(2):12-16.
[7] WAGNER A, HUBER B,WIEDEMANN W, et al.Long-range geo-monitoring using image assisted total stations[J] . Journal of Applied Geodesy,2014, 8(3):223-234.
[8] EHRHART M, LIENHART W. Monitoring of civil engineering structures using a state-of-the-art image assisted total station [J]. Journal of Applied Geodesy,2015, 9(3):174-182.
[9] LIENHART W, EHRHART M,GRICK M. High frequent total station measurements for the monitoring of bridge vibrations[J]. Journal of Applied Geodesy,2017,18(11):1-8.
[10] 徐进军, INGENSAND H,张民伟. 数码相机与全站仪集成原理与方法[J].测绘通报,2006(10):5-8.
[11] 田浩. 视觉测量技术相关问题的研究与实践[D].郑州:信息工程大学,2005.
[12] 张正禄. 徕卡图像全站仪TS15i及其应用评述[J].测绘通报,2012(1):98-99.
[13] WALSER B. Development and calibration of an image assisted total station [D]. Zürich: ETH Zürich, 2004.
[14] 张祖勋,詹总谦,郑顺义,等.摄影全站仪系统——数字摄影测量与全站仪的集成[J].测绘通报,2005(11):4-8.
[15] EHRHART M, LIENHART W. Accurate measurements with image-assisted total stations and their prerequisites[J]. Journal of Surveying Engineering, 2017, 143(2): 04016024.

图像全站仪及图像测量发展与展望

Development and prospect of image assisted total station and image measurement

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