Abstract

This paper presents an approach for the classification of photogrammetric point clouds of scaffolding components in a construction site, aiming at making a preparation for the automatic monitoring of construction site by reconstructing an as-built Building Information Model (as-built BIM). The points belonging to tubes and toeboards of scaffolds will be distinguished via subspace clustering process and principal components analysis (PCA) algorithm. The overall workflow includes four essential processing steps. Initially, the spherical support region of each point is selected. In the second step, the normalized cut algorithm based on spectral clustering theory is introduced for the subspace clustering, so as to select suitable subspace clusters of points and avoid outliers. Then, in the third step, the feature of each point is calculated by measuring distances between points and the plane of local reference frame defined by PCA in cluster. Finally, the types of points are distinguished and labelled through a supervised classification method, with random forest algorithm used. The effectiveness and applicability of the proposed steps are investigated in both simulated test data and real scenario. The results obtained by the two experiments reveal that the proposed approaches are qualified to the classification of points belonging to linear shape objects having different shapes of sections. For the tests using synthetic point cloud, the classification accuracy can reach 80%, with the condition contaminated by noise and outliers. For the application in real scenario, our method can also achieve a classification accuracy of better than 63%, without using any information about the normal vector of local surface.

Highlights

  • 1.1 MotivationIn recent years, the efficient and accurate progress monitoring of construction site is becoming more and more popular in the field of project management (Turkan et al, 2012)

  • The second one is that we developed a point feature calculation algorithm based principal components analysis (PCA) and local reference frame (LRF), with no information of normal vector of points requiring, which is motivated by the PCA based points classification method described in (Maalek et al, 2015)

  • One possible explanation to this misclassification phenomenon in connection parts is that the subspace clustering may not find correct candidate cluster for the feature point, so that the estimation of LRF has biases

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Summary

Introduction

1.1 MotivationIn recent years, the efficient and accurate progress monitoring of construction site is becoming more and more popular in the field of project management (Turkan et al, 2012). In the early 2000s, the Architectural Engineering Construction/Facility Management (ACE/FM) industry realized the vital and urgent demand for efficient and accurate construction project progress monitoring (Bosché et al, 2015). The study of automatic construction site monitoring is rapidly developed with the application of 2D imaging, photogrammetry and laser scanning (Turkan et al, 2012). Among all these techniques, the methods based on 3D point clouds are progressively widely used (Tang et al, 2010) because the 3D features and special information in point cloud will facilitate the analysis of monitoring results and fast updating of data

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