Abstract
Reconstruction of buildings is a complex engineering task, and the climatic conditions of cold regions further complicate and increase the cost of solving this task. Therefore, the delay in construction due to poor-quality design documentation leads to large financial losses. This article provides an analysis of results for four projects, where the main task was clash detection between the designed and existing engineering constructions. Each project used a combination of the technology of terrestrial laser scanning (TLS) and CAD. The article describes two ways to apply this methodology. At one of the projects, a point cloud obtained by terrestrial laser scanning was combined with a design three-dimensional model to identify deviations from design documentation. For other projects, BIM of existing structures and communications were developed based on point cloud. Then, BIM based on point cloud were combined with BIM based on design documentation for clash detection between structures and communications. The detected clashes allowed making changes to the design documentation before the start of installation work at the facility. The results showed the effectiveness of the joint use the TLS and CAD systems and identified the causes that affect the accuracy of the results at each stage of the work carried out.
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References
Smith DK, Tardiff M (2009) Building information modeling: a strategic implementation guide for architects, engineers, constructors, and real estate asset managers. Wiley, New Jersey
Abdul Shukor SA (2015) 3D terrestrial laser scanner for managing existing building. J Technol Sci Eng 76(12):133–139
Muszynski Z, Milczarek W (2017) Application of terrestrial laser scanning to study the geometry of slender objects. Earth Environ Sci 95:2–7
Bosché F (2012) Plane-based registration of construction laser scans with 3D/4D building models. Adv Eng Inf 26(1):90–102
Besl PJ, McKay ND (1992) A method for registration of 3-D shapes. IEEE Trans Pattern Anal Mach Intell 14(2):239–256
Makovetskii AY, Voronin SM, Tihonkih DV, Alekseev MN (2017) Closed form solution of ICP Error minimization problem for affine transformations. Chelyabinsk Phys Math J 2(3):282–294 [in Russia]
Yang B, Zang Y (2014) Automated registration of dense terrestrial laser-scanning point clouds using curves. ISPRS J Photogrammetry Remote Sens 95:109–121
Akca D (2003) Full automatic registration of laser scanner point clouds. Opt 3-D Measur Tech 5:330–337
Bassier M, Vergauwen M, Van Genechten B (2016) Standalone terrestrial laser scanning for efficiently capturing AEC buildings for as-built BIM. ISPRS Ann Photogrammetry Remote Sens Spat Inf Sci 3(6):49–55
Tang P, Huber D, Akinci B, Lipman R, Lytle A (2010) Automatic reconstruction of as-built building information models from laser-scanned point clouds: a review of related techniques. Autom Constr 19(7):829–843
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Kuznetsova, A.A. (2020). The Use of Terrestrial Laser Scanning for the Development and Control the Design Documentation of Reconstruction Projects. In: Petriaev, A., Konon, A. (eds) Transportation Soil Engineering in Cold Regions, Volume 2. Lecture Notes in Civil Engineering, vol 50. Springer, Singapore. https://doi.org/10.1007/978-981-15-0454-9_18
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DOI: https://doi.org/10.1007/978-981-15-0454-9_18
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