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Tytuł artykułu

Research on the intelligent positioning method of tunnel excavation face

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Tunnel construction survey must be necessary to be very quick so that the results can be known as soon as possible. This aim can be achieved through the intelligent positioning method of tunnel excavation face. In this study, the plane parameters of the tunnel cross-section were transformed into the coordinates of the points on the cross-section to realize the automatic transformation of graphic data. According to the theoretical calculation of the lofting point accuracy, the appropriate measurement control network level and measurement accuracy and the appropriate measurement instruments were selected. The fast and intelligent positioning and setting out of tunnel excavation face was realized base on the technology of data communication between computer and measuring instruments. The intelligent positioning method of tunnel excavation face could greatly reduce the time of measurement and positioning, speed up the project progress, reduce the project risk, shorten the construction period and reduce the project cost.
Rocznik
Strony
431--441
Opis fizyczny
Bibliogr. 13 poz., il., tab.
Twórcy
  • CTCE Group, Hefei, China,
autor
  • Jiangsu University of Science and Technology, School of Civil Engineering and Architecture, Zhenjiang, China
Bibliografia
  • [1] K. Rabensteiner, “Automated surveying speeds construction”, Tunnels & Tunnelling, 1996, vol. 28, no. 1, pp. 40-41.
  • [2] H.E. Bin, “Application of CASIO Measurement Program Assisted by Total Station in Survey of Tunnel Cross-Section”, Tunnel Construction, 2009, vol. 29, no. 1, pp. 120-122.
  • [3] Z. Lei, “Application of Total Station’s Surrounding Measurement Function in Highway Survey and Design”, Peak Data Science, 2017, vol. 6, no. 4, pp. 105-107.
  • [4] L.F. Geng, “Analysis of mechanical properties of full section excavation of single arch four-lane highway tunnel”, Shanxi Architecture, 2009, vol. 2.
  • [5] Y.H. Deng, “Determination of full section excavation boundary of transition curve tunnel”, Mine Surveying, 2004, vol. 2004, no. 2, pp. 34-36.
  • [6] W.W. Yan, “Application of CASIO Series Programming Calculator in the Measurement of Tunnel Sections”, Shanxi ence and Technology, 2011, vol. 26, no. 4, pp. 123-124.
  • [7] W.B. Luo, “The realization of real-time communication between mobile intelligent equipment and total station under net environment”, Surveying and mapping equipment, 2007, vol. 9, no. 4, pp. 42-43.
  • [8] C.X. Niu, “Construction Survey of Tanba No. 4 Spiral Tunnel on Xiaohe-Ankang Highway”, Tunnel Construction, 2014, vol. 34, no. 2, pp. 163-166, DOI: 10.3973/j.issn.1672-741X.2014.02.013.
  • [9] L.H. Luo, S.L. Wei, “Application of Surveying Robot in Pipe Jacking Crossing Subway Tunnel Project”, Jiangsu Construction, 2018, vol. 2018, no. 6, pp. 65-66.
  • [10] W. He, C. Song, B. Du, “Chinese Longest Sea-crossing Metro Tunnel: Wuyuan Bay Station-Liuwudian Station Section of Xiamen Metro Line 3”, Tunnel Construction, 2018, vol. 38, no. 3, pp. 501-505.
  • [11] Y.X. Hu, Y. Yue, H.D. Zhang, et al., “Application of Gyroscope in Directional Measurement of Long Distance Cross Sea Metro Tunnel”, Urban Geotechnical Investigation & Surveying, 2019, vol. 2019, no. 6, pp. 172-175.
  • [12] Y. Zhou, S. Wang, M. Xi, et al., “Railway Tunnel Clearance Inspection Method Based on 3D Point Cloud from Mobile Laser Scanning”, Sensors, 2017, vol. 17, no. 9, DOI: 10.3390/s17092055.
  • [13] W. Wei, “3D Laser scanning technique is applied to the measurement of tunnel section deformation”, Beijing Surveying and Mapping, 2020, vol. 34, no. 4, pp. 561-565.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-7f95ae2d-77aa-424e-a570-d306d7823b7d
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