The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
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Articles | Volume XLII-4/W1
https://doi.org/10.5194/isprs-archives-XLII-4-W1-135-2016
https://doi.org/10.5194/isprs-archives-XLII-4-W1-135-2016
29 Sep 2016
 | 29 Sep 2016

A STUDY ABOUT TERRESTRIAL LASER SCANNING FOR RECONSTRUCTION OF PRECAST CONCRETE TO SUPPORT QLASSIC ASSESSMENT

M. A. Aziz, K. M. Idris, Z. Majid, M. F. M. Ariff, A. R. Yusoff, L. C. Luh, M. A. Abbas, and A. K. Chong

Keywords: Terrestrial Laser Scanning, QLASSIC, Accuracy, 3D Modelling

Abstract. Nowadays, terrestrial laser scanning shows the potential to improve construction productivity by measuring the objects changes using real-time applications. This paper presents the process of implementation of an efficient framework for precast concrete using terrestrial laser scanning that enables contractors to acquire accurate data and support Quality Assessment System in Construction (QLASSIC). Leica Scanstation C10, black/white target, Autodesk Revit and Cyclone software were used in this study. The results were compared with the dimensional of based model precast concrete given by the company as a reference with the AutoDesk Revit model from the terrestrial laser scanning data and conventional method (measuring tape). To support QLASSIC, the tolerance dimensions of cast in-situ & precast elements is +10mm / -5mm. The results showed that the root mean square error for a Revit model is 2.972mm while using measuring tape is 13.687mm. The accuracy showed that terrestrial laser scanning has an advantage in construction jobs to support QLASSIC.