THE GEODETIC MONITORING OF DEFORMATIONS OF A HIGH-RISE BUILDING USING GROUND-BASED LASER SCANNING TECHNOLOGY

  • Gulmira Madimarova Al-Farabi Kazakh National University, 71 Al-Farabi Ave., Almaty, 050040, Republic of Kazakhstan
  • Diana Suleimenova Al-Farabi Kazakh National University, 71 Al-Farabi Ave., Almaty, 050040, Republic of Kazakhstan
  • Toleubek Pentayev Al-Farabi Kazakh National University, 71 Al-Farabi Ave., Almaty, 050040, Republic of Kazakhstan
  • Yerkebulan Khalykov Al-Farabi Kazakh National University, 71 Al-Farabi Ave., Almaty, 050040, Republic of Kazakhstan; Research Institute of Geography and Water Security, 99 Pushkina str., Almaty, 050010, Republic of Kazakhstan; Satbayev University, 22a Satpaev str., Almaty, 050013, Republic of Kazakhstan
  • Gulban Baydauletova Al-Farabi Kazakh National University, 71 Al-Farabi Ave., Almaty, 050040, Republic of Kazakhstan
  • Saltanat Tumazhanova Al-Farabi Kazakh National University, 71 Al-Farabi Ave., Almaty, 050040, Republic of Kazakhstan
  • Hana Stankova VŠB-Technical University of Ostrava, 17 listopadu 2172/15, 708 00 Ostrava-Poruba, Czech Republic
Keywords: monitoring, control point, deformation, stability, laser scanning

Abstract


The article justifies the use of laser-scanning systems for geodetic monitoring of high-rise buildings and structures. Contemporary methods allow solving comprehensively the main tasks of geodetic monitoring. During the monitoring of high-rise objects, not only the main geometric parameters of the objects should be taken into account. The main importance should be given to the mutual arrangement of individual building elements, which is especially important for identifying and predicting deformation processes. Laser scanning coordinate measuring systems are designed to measure the object coordinate points to determine the object’s geometric dimensions. The principle of GLS operation is to measure the point coordinates in space by the polar method. Distance is measured by a laser rangefinder using a pulse method with signal digitization technology. The advantage of this approach is a smaller amount of time spent on the creation of a primary survey network. At that, the laying of scanner ray paths is most effective when carrying out ground-based laser scanning of linear structures. But it is advisable to apply its construction elements within the framework of the developed methodology. The development and implementation of new technologies for geodetic work performance, supported by an appropriate level of automation, is always carried out to reduce the time required for data collection and processing. The RiSCAN PRO program is a project-oriented product, i.e. the entire volume of data obtained as a part of a single measurement project is structured and stored according to the RiSCAN PRO project structure.

References


  1. Kuttykadamov, M. E., Rysbekov, K. B., Milev, I., Ystykul, K. A., Bektur, B. K. (2016). Geodetic monitoring methods of high-rise constructions deformations with modern technologies application. Journal of Theoretical and Applied Information Technology, vol. 93, no. 1, 24-31. 

  2. Madimarova, G. S., Aitkazinova, Sh., Kyrgyzbayeva, G. M. (2014). Contemporary methods of geodetic observations of deformations in the metro construction zone. Mine Surveying and Subsurface Use, vol. 4, no. 72, 58-60. 

  3. Kurmanov, A.K., Askarov, D.A. (2017). The effect of the groundwater level in the construction and reconstruction of buildings and structures. Science and Technology of Kazakhstan, no. 1-2: 20-24. 

  4. Valkov, V. A. (2015). Geodetic observations of the deformation process of high-rise structures using ground-based laser scanning technology. Ph.D. thesis in technical sciences. Saint Petersburg Mining University, Saint Petersburg, p. 46-47. 

  5. 3D laser scanning and close-range photogrammetry for buildings documentation: A hybrid technique towards a better accuracy. Hossam El-Din Fawzy. Head of Civil Engineering Dep., Kafrelsheikh University, Kafr El Sheikh 33511, Egypt Received 28 June 2019. 

  6. Komissarov, A. V. (2015). Theory and technology of laser scanning for spatial modeling of territories. Higher Ph.D. thesis in technical sciences. Siberian State University of Geosystems and Technologies, Novosibirsk, 46 p. 

  7. Riveiro, B., Caamano, J.C., Arias, P., Sanz, E. (2011). Photogrammetric 3D modelling and mechanical analysis of masonry arches: an approach based on a discontinuous model of voussoirs. Autom. Constr., no. 20: 380–388. https://doi.org/10.1016/j.Autcon.2010.11.008  

  8. Seredovich, V. A., Komissarov, A. V., Komissarov, D. V., Shirokova, T. A. (2009). Ground-based laser scanning: monograph. Siberian State University of Geosystems and Technologies, Novosibirsk, 261 p. 

  9. Madimarova, G.S., Aitkazinova, Sh., Kyrgyzbayeva, G.M. (2014). Modern methods of geodetic observations of deformations in the metro construction zone. Surveying and subsoil use" scientific, technical and production journal, no. 4(72).  

  10. Teza, G., Galgaro, A., Moro, F. (2009). Contactless recognition of concrete surface damage from laser scanning and curvature computation. NDT & E Int., 42: 240–249. https://doi.org/ 10.1016/j.ndteint.2008.10.009. 

  11. Trimble (2011). 3D Scanning Becomes an Everyday Tool. Technology & more, no. 2: 15-16. http://www.trimble.com/technologyandmore/i2-2011  

  12. Valkov, V.A. (2013). Creation of three-dimensional digital models of high-rise buildings and facilities based on surface laser scanning. Scientific reports on resource issues: Efficiency and Sustainability in the Mineral Industry, vol. 1, part 2: 74-77. 

  13. Berenyi, A., Lovas, T., Barsi, A. (2010). Surface laser scanning – civil engineering applications. International Archives of Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol. XXXVIII, Part 5. Commission V Symposium. Newcastle upon Tyne, UK. pp. 80-85. 

  14. Komissarov, A.V. (2015). Theory and technology of laser scanning for spatial modeling of territories. Higher Ph.D. thesis in technical sciences. Siberian State University of Geosystems and Technologies, Novosibirsk, 46 p. 

  15. Seredovich, A. V., Ivanov, A. V., Dementieva, O. A. (2011). Application of the riscan pro software for scan registration. Interexpo Geo-Siberia, vol. 1, no. 2, 219-222. 

  16. Khalykov, Y., Lyy, Y., Abitbayeva, A., Togys, M., Valeyev, A. (2020). Terrestrial laser scanning methods for monitoring erosion of the southwestern shore of Alakol lake. 20th International Multidisciplinary Scientific GeoConference SGEM 2020, vol. 20, p. 117-130, DOI: 10.5593/sgem2020/2.2/s09.015 

  17. Halykov, E. E. (2018). Application of laser scanning techniques and geoinformation systems in the study of gully erosion (Kazakhstan). Bulletin of the Moscow University. Series 5. Geography, vol. 5, 37-42. 

  18. Valkov, V.A., Mustafin, M.G., Makarov, G.V. (2013). Application of land laser scanning for creation of three-dimensional digital models of the Zhukovsky tower. Notes of Mining institute, 204: 58. 

Published
2022/10/08
Section
Original Scientific Paper