A step-by-step construction site photography procedure to enhance the efficiency of as-built data visualization: a case study

• Published in: Visualization in engineering Vol. 3; no. 1; pp. 1 - 3
• Main Authors: Jadidi, Hossein, Ravanshadnia, Mehdi, Hosseinalipour, Mujtaba, Rahmani, Fatemeh
• Format: Journal Article
• Language: English
• Published: Cham Springer International Publishing 06.02.2015; Springer Nature B.V; BioMed Central Ltd
• Subjects: CAE) and Design; Case Study; Computer-Aided Engineering (CAD; Engineering; Engineering Design; Industrial Design; Image-based modelling; Photography procedure; 3D point cloud model; As-built data visualization; Construction site
• ISSN: 2213-7459; 2213-7459
• DOI: 10.1186/s40327-014-0016-9

Introduction Visualization of as-built data may change the future of construction project management to a more efficient area of knowledge if appropriate and easy photography and reconstruction tools would be developed and used by practitioners. Most of the current reconstructed 3D point cloud models use unordered photograph collections to generate 4D as-built models. Some of these photographs are not used in the final model mostly because of either a possible overlap with other photos or some faults in photography procedure. Computation time increases exponentially as the number of photos in a photo collection increases. Therefore, the unstructured processes may reduce the performance of a point-cloud model representation. This work shows how the available application of unordered photograph collections are regularly inefficient by measuring the performance of some important criteria, such as the registration success score and the computation time. Case description The case study is the construction of a gas compressor station. Such industrial projects involve several building and work areas (e.g., substation, control building, and piping area). The construction site covers approximately 20 hectares. The case study was conducted in two stages. In the first stage, preexisting images have been used for image based modelling (IBM). In the second stage, images captured based on a step-by-step photography procedure (SPP) have been used for IBM. Discussion and evaluation IBM performance in the first stage of the case study has been compared with the performance of the second stage by comparing the registration success scores. The IBM in the first stage of the case study results in sparse models, which hardly show the geometry of construction scenes. By contrast, capturing images based on the SPP in the second stage of the case study significantly changed the performance of IBM and increased the registration success score. Conclusion This study provides an easy applicable on-site photography procedure. By adopting the proposed approach and by training the photographers, the model would be more desirable for application in more construction projects. The application of the SPP in the case study shows a significant improvement in the final reconstructed 3D point cloud model and as-built data visualization criteria.