Geometric Accuracy Evaluation Method for Subway Stations Based on 3D Laser Scanning
The rapid development of three-dimensional (3D) laser scanning technology has provided a new technical means for the geometric accuracy evaluation of subway stations. With high precision and high efficiency, laser scanning technology can present the construction site condition in a panoramic way, wh...
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MDPI AG
2022-09-01
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Online Access: | https://www.mdpi.com/2076-3417/12/19/9535 |
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author | Quankai Wang Peng Qian Yunping Liu Tao Li Lei Yang Fan Yang |
author_facet | Quankai Wang Peng Qian Yunping Liu Tao Li Lei Yang Fan Yang |
author_sort | Quankai Wang |
collection | DOAJ |
description | The rapid development of three-dimensional (3D) laser scanning technology has provided a new technical means for the geometric accuracy evaluation of subway stations. With high precision and high efficiency, laser scanning technology can present the construction site condition in a panoramic way, which is essential for achieving high precision and all-round geometric accuracy evaluation. However, when the survey coordinate system of the design building information modeling (BIM) predefined in the design stage is not applied during the laser scanning data acquisition or the BIM loses the survey coordinate system during the interaction, the objects will have different coordinate positions in the point cloud and BIM, which will limit the accuracy comparison between the two data sources. Meanwhile, the existing methods mainly focus on the above overground buildings, and the accuracy evaluation of underground structures mainly focuses on the overall deformation monitoring. So far, the existing methods do not constitute a hierarchical index system to assess the geometric accuracy of various objects in the subway station. This study proposes a method to evaluate the geometric accuracy of subway stations based on laser scanning technology. A coarse-to-fine coordinate registration from point cloud to the design BIM is used to unify coordinates in different reference systems; and geometric accuracy evaluation of different structures in subway stations is achieved by developing geometric accuracy evaluation indexes and technical systems. The method is applied to the geometric accuracy monitoring of the Hongqi Road subway station, and the experimental results verify the reliability of the method. |
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issn | 2076-3417 |
language | English |
last_indexed | 2024-03-09T22:05:25Z |
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spelling | doaj.art-4a8d3b5d7591416b862fb38a7496aed72023-11-23T19:41:16ZengMDPI AGApplied Sciences2076-34172022-09-011219953510.3390/app12199535Geometric Accuracy Evaluation Method for Subway Stations Based on 3D Laser ScanningQuankai Wang0Peng Qian1Yunping Liu2Tao Li3Lei Yang4Fan Yang5School of Transportation and Civil Engineering, Nantong University, Nantong 226019, ChinaSchool of Transportation and Civil Engineering, Nantong University, Nantong 226019, ChinaSchool of Transportation and Civil Engineering, Nantong University, Nantong 226019, ChinaChina Railway 19th Bureau Group Co., Ltd., Suzhou 215000, ChinaSchool of Transportation and Civil Engineering, Nantong University, Nantong 226019, ChinaSchool of Transportation and Civil Engineering, Nantong University, Nantong 226019, ChinaThe rapid development of three-dimensional (3D) laser scanning technology has provided a new technical means for the geometric accuracy evaluation of subway stations. With high precision and high efficiency, laser scanning technology can present the construction site condition in a panoramic way, which is essential for achieving high precision and all-round geometric accuracy evaluation. However, when the survey coordinate system of the design building information modeling (BIM) predefined in the design stage is not applied during the laser scanning data acquisition or the BIM loses the survey coordinate system during the interaction, the objects will have different coordinate positions in the point cloud and BIM, which will limit the accuracy comparison between the two data sources. Meanwhile, the existing methods mainly focus on the above overground buildings, and the accuracy evaluation of underground structures mainly focuses on the overall deformation monitoring. So far, the existing methods do not constitute a hierarchical index system to assess the geometric accuracy of various objects in the subway station. This study proposes a method to evaluate the geometric accuracy of subway stations based on laser scanning technology. A coarse-to-fine coordinate registration from point cloud to the design BIM is used to unify coordinates in different reference systems; and geometric accuracy evaluation of different structures in subway stations is achieved by developing geometric accuracy evaluation indexes and technical systems. The method is applied to the geometric accuracy monitoring of the Hongqi Road subway station, and the experimental results verify the reliability of the method.https://www.mdpi.com/2076-3417/12/19/95353D laser scanningBIMregistrationgeometric accuracysubway station construction |
spellingShingle | Quankai Wang Peng Qian Yunping Liu Tao Li Lei Yang Fan Yang Geometric Accuracy Evaluation Method for Subway Stations Based on 3D Laser Scanning Applied Sciences 3D laser scanning BIM registration geometric accuracy subway station construction |
title | Geometric Accuracy Evaluation Method for Subway Stations Based on 3D Laser Scanning |
title_full | Geometric Accuracy Evaluation Method for Subway Stations Based on 3D Laser Scanning |
title_fullStr | Geometric Accuracy Evaluation Method for Subway Stations Based on 3D Laser Scanning |
title_full_unstemmed | Geometric Accuracy Evaluation Method for Subway Stations Based on 3D Laser Scanning |
title_short | Geometric Accuracy Evaluation Method for Subway Stations Based on 3D Laser Scanning |
title_sort | geometric accuracy evaluation method for subway stations based on 3d laser scanning |
topic | 3D laser scanning BIM registration geometric accuracy subway station construction |
url | https://www.mdpi.com/2076-3417/12/19/9535 |
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