Point-to-point Comparison Method for Automated Scan-vs-BIM Deviation Detection

Laser scanning is one of the most accurate methods of measuring the geometric accuracy of the as-built condition of a construction site. However, using laser-scanned point clouds for the purpose of measuring the deviation between the as-built structures and the as-planned Building Information Model (BIM) remains cumbersome due to the difficulty in registration, segmentation, and matching of large-scale point clouds. Conventional methods for automated deviation detection are computationally intensive and only work for regular geometric shapes such as planes and cylinders. This research proposes a point-to-point comparison method for automated scan-vs-BIM deviation detection. First, a laser-scanned point cloud is collected and imported into a BIM file. A columndetection routine is used to locate the centroid of each column in the x-y plane for both the BIM and point cloud data. The Random Sample Consensus (RANSAC) method is used to determine the optimal translation and rotation parameters to register the BIM and point cloud data. Next, the BIM model is converted to point cloud format by uniformly sampling points from each face of the building mesh model. The laser-scanned point cloud is similarly down-sampled to be at the same resolution as the BIM-derived point cloud. A point-to-point comparison sequence is carried out to measure the deviation of building elements between the BIM and laser-scanned point clouds. Regions in the point cloud are highlighted according to the degree of deviation to alert the user to the areas that require further inspection. Experiments were carried out using laser-scanned point clouds of an indoor hallway to validate the proposed approach. Results show that the proposed column-based registration method achieved a translation error rate of 0.15 meters and a rotation error rate of 0.068 degrees. The computation time required is 3 seconds for the column-based registration step and 70 seconds for the deviation detection step. The main contribution of this research is to propose a non-parametric, class-agnostic approach to deviation detection in order to handle the variation in the geometric shape of different building elements.

[1]  Higinio González-Jorge,et al.  4-Plane congruent sets for automatic registration of as-is 3D point clouds with 3D BIM models , 2018 .

[2]  Frédéric Bosché,et al.  Tracking of secondary and temporary objects in structural concrete work , 2014 .

[3]  Robert C. Bolles,et al.  Random sample consensus: a paradigm for model fitting with applications to image analysis and automated cartography , 1981, CACM.

[4]  Burcin Becerik-Gerber,et al.  Scan to BIM: Factors Affecting Operational and Computational Errors and Productivity Loss , 2010 .

[5]  D 4 AR – A 4-DIMENSIONAL AUGMENTED REALITY MODEL FOR AUTOMATING CONSTRUCTION PROGRESS MONITORING DATA COLLECTION , PROCESSING AND COMMUNICATION , 2022 .

[6]  Jingdao Chen,et al.  Unsupervised Recognition of Volumetric Structural Components from Building Point Clouds , 2017 .

[7]  Frédéric Bosché,et al.  As-built data acquisition and its use for production monitoring and automated layout in civil infrastructure: a survey , 2015 .

[8]  Carl T. Haas,et al.  Automated 3D compliance checking in pipe spool fabrication , 2014, Adv. Eng. Informatics.

[9]  Frédéric Bosché,et al.  The value of integrating Scan-to-BIM and Scan-vs-BIM techniques for construction monitoring using laser scanning and BIM: The case of cylindrical MEP components , 2015 .

[10]  Frédéric Bosché,et al.  Automated progress tracking using 4D schedule and 3D sensing technologies , 2012 .

[11]  Hyojoo Son,et al.  Semantic as-built 3D modeling of structural elements of buildings based on local concavity and convexity , 2017, Adv. Eng. Informatics.

[12]  Jerome F. Hajjar,et al.  Automated Structural Modelling of Bridges from Laser Scanning , 2017 .

[13]  Yong K. Cho,et al.  Region Proposal Mechanism for Building Element Recognition for Advanced Scan-to-BIM Process , 2018 .

[14]  Yong K. Cho,et al.  Automated Schedule Updates Using As-Built Data and a 4D Building Information Model , 2017 .

[15]  Danijel Rebolj,et al.  Point cloud quality requirements for Scan-vs-BIM based automated construction progress monitoring , 2017 .

[16]  Burcu Akinci,et al.  Deviation analysis method for the assessment of the quality of the as-is Building Information Models generated from point cloud data , 2013 .

[17]  Pingbo Tang,et al.  Computationally efficient change analysis of piece-wise cylindrical building elements for proactive project control , 2017 .

[18]  Yong K. Cho,et al.  Integrating work sequences and temporary structures into safety planning: Automated scaffolding-related safety hazard identification and prevention in BIM , 2016 .

[19]  Changmin Kim,et al.  Automated construction progress measurement using a 4D building information model and 3D data , 2013 .