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Journal of Graphics ›› 2024, Vol. 45 ›› Issue (4): 845-855.DOI: 10.11996/JG.j.2095-302X.2024040845

• BIM/CIM • Previous Articles     Next Articles

Automated detection of truss geometric quality based on BIM and 3D laser scanning

ZOU Yakun1,2(), CHEN Xianchuan1,2, TAN Yi1,2(), LIN Yongfeng3, ZHANG Yafei3   

  1. 1. Sino-Australia Joint Research Center in BIM and Smart Construction, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen Guangdong 518000, China
    2. Key Laboratory of Coastal Urban Resilient Infrastructure (MOE), Shenzhen University, Shenzhen Guangdong 518000, China
    3. GMC Grand-bay Intelligent Manufacturing and Technology Co., Ltd., Guangzhou Guangdong 510000, China
  • Received:2023-11-26 Accepted:2024-03-24 Online:2024-08-31 Published:2024-09-03
  • Contact: TAN Yi
  • About author:First author contact:

    ZOU Yakun (2000-), master student. His main research interests cover point cloud data process and BIM. E-mail:2210474005@email.szu.edu.cn

  • Supported by:
    National Natural Science Foundation of China(52308319);Natural Science Foundation of Guangdong Province of China(2023A1515011119)

Abstract:

The truss structure, widely employed in large-span public buildings for its lightweight and high load-bearing capacity, requires periodic inspections of its geometric quality to ensure safety with its usage over time. However, conventional methods for inspecting the geometric quality of truss structures rely mainly on manual processes, which are inefficient and costly.This paper proposed an automated detection algorithm to perform geometric quality inspection of truss structures. Firstly, the truss structure was separated from the background in the acquired raw point cloud data using building information model (BIM). Subsequently, an algorithm based on key point detection technology automatically extracted geometric features of the truss structure and calculated node coordinates. Finally, by comparing computed results with the BIM design information, geometric quality inspection results were obtained. The validation of the proposed method was conducted in the auditorium of a campus in Shenzhen, China. The experimental results demonstrated that the computational outcomes of the proposed algorithm exhibited an error within 2 mm compared to the measurements obtained from the total station. When the computational results of the proposed method were contrasted with BIM model data, variations in the truss structure nodes were detected, indicating different degrees of settlement. Consequently, the proposed method enabled accurate and rapid spatial positioning of nodes, thereby enhancing the efficiency of geometric quality inspection for truss structures.

Key words: automation, truss, geometric quality, building information model, 3D laser scanning

CLC Number: