THE EXPERIENCE OF USING LASER SCANNING IN CONDUCTING FIELD TESTS OF REINFORCED CONCRETE FLOOR SLABS ABOVE A PARKING LOT IN CONJUNCTION WITH BIM TECHNOLOGIES
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Abstract
In the context of reconstruction and changes in the functional purpose of buildings, an urgent engineering task is to reliably assess the actual bearing capacity of reinforced concrete floors. The article presents the experience of integrating laser and photogrammetric scanning with BIM technologies during field testing of a fragment of a monolithic reinforced concrete floor slab above an underground parking lot. As part of the study, full-scale tests of the overlap with phased static loading were performed. An unmanned aerial vehicle, mobile phones, and a ground-based laser scanner were used to generate geometric source data. Based on the scan results, clouds of points were obtained, on the basis of which an information model of the object was formed, taking into account the actual position of the supporting structures and the identified geometric deviations from the design values. Using an updated calculation scheme, the stress-strain state of the reinforced concrete floor was calculated and its actual bearing capacity was determined, taking into account design and operational loads. During the construction and installation work, it was necessary to adjust design solutions related to changes in the scheme and magnitude of the application of loads, which was promptly taken into account through the use of a digital information model. It is shown that the use of scanning and BIM technologies in field tests makes it possible to increase the adequacy of computational models, shorten decision-making time and ensure a reduction in the time of commissioning the facility. The results obtained confirm the prospects of using digital methods in the inspection, testing and operation of reinforced concrete structures.
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