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3维激光扫描仪精度测试及应用 被引量：3

Precision Estimate and Application of 3D Scanning
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摘要 对Trimble GX 3维激光扫描仪进行了测试,并将其结果与全站仪进行比较,评定了其精度。分析了目前3维激光扫描仪的外业扫描方法,并将其应用于嘉荫恐龙博物馆的恐龙雕塑中,实例证明了3维激光扫描仪在建筑与雕塑保护方面测量的优势。 This paper tested on trimble GX 3D laser scanner,compared the result with total station,and evaluated its precision.It also analyzed the field scanning method of 3D laser scanner at the present time,and applied it in the Dinosaur sculpture in Jiayin Dinosaur Museum,which proved that 3D laser scanner had the superiority in the surveying aspect of architecture and sculpture protection.
作者 姚正明 曲鑫 崔洪波
机构地区 黑龙江省测绘科学研究所 黑龙江省基础地理信息中心
出处 《测绘与空间地理信息》 2010年第4期231-233,共3页 Geomatics & Spatial Information Technology
关键词 3维激光扫描仪 点云 标靶 3D laser scanner point cloud target
分类号 P204 [天文地球—测绘科学与技术]
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  • 1Yurly Reshetyuk. Invesligalion and calibralion of pulsed time - of- flight terrestrial laser scanners, Licenliale thesis in Geodesy[ EB/OL].Royal Institute of Technology (KTH), 2006, hltp://www.geomalics. kth. se/- geod/yuri.pdf.
  • 2Balzani, M., Pellegrinelli, A., Perfetti, N. and Uccelli, F.A terreslrial laser scanner: accuracy tesls[C]. In Proceedings of 18th Inlernalional Symposium CIPA 2001. Polsdam, Germany [ EB/OL ],September, 2001,18 - 21,445 - 453. URL: http://www..schweizerbart,de/ pubs/books/es/viiithinls - 182024500 - desc. html/.
  • 3Mills, J. and Barber, D. An Addendum to the Metric Survey Specifications for English Heritage - the collection and archiving of point cloud data obtained by terrestrial laser scanning or other methods[ EB/OL]. Version 11/12/2003. URL: http://www, heritage3d.org.
  • 4Balis, V., Karamistos, S., Kotsis, I., Liapakis, C. and Simpas, N. 3D- Laser Scanning: Integration of Point Cloud and CCD Camera Video Data for the Production of High Resolution and Precision RGB Textured Models: Archaeological Monuments Surveying Application in Ancient Ilida [J]. In Proceedings of FIG Working Week [ EB/OL ]. Athens, Greece, May 22 27. URL:http://www.fig. nel/pub/athens/.
  • 5Scaioni, M. Direct georeferencing of TLS in surveying of complex sites [C]. In Proceedings of the ISPRS Working Group V/4 Workshop 3D - ARCH Virtual Reconslruclion and Visualizalion of Complex Architectures. Meslre - Venice, Italy[ EB/OL], Augusl, 2005,22 - 24. URL: http://www.isprs.org/publicalions/archives.html.
  • 6Gordon, S. J. and Lichti, D.D.Terrestrial laser scanners with a narrow field of view: the effect on 3D resection solutions[J]. Survey Review, 2004,37,292 : 448 - 468 [ EB/OL ]. htlp://www.surveyreview. org/Abslract2004.htm .
  • 7Lichti, D. ,Stewart, M., Tsakiri, M. and Snow, A. J. Benchmark Tests on a Three - Dimensional Laser Scanning System[J]. Geomatics Research Australasia, 2000, 72: 1 - 24 [ EB/OL ]. http://www.cage. curtin.au/- geogrp/wordDocs/scancal.pdf .
  • 8Lichti, D. D. and Gordon, S. 1. Error Propagalion in Directly Georeferenced Terrestrial Laser Scanner Point Clouds for Cultural Heritage Recording. In Proceedings of FIG Working Week[ EB/OL]. Athens, Greece, May, 2004,22 - 27. URL: http://www.fig. net/pub/athens/.
  • 9Geoff Jacobs. Registration and Geo - referencing [ EB/OL ]. http:// www. leica - geosystems.com.
  • 10Stuart Gordon, Liehti, Mike Stewart and Jochen Franke. Structural deformation measurement using terrestrial laser scanners [ C ]. Proceedings, 11 th FIG Symposium on Deformation Measurements, Santorini, Greece, 2003.

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测绘与空间地理信息
2010年 第4期

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