TRADITIONAL PRINCIPLES OF INSPECTION AND FORMATION OF TECHNICAL DOCUMENTATION, USE OF ВIM TECHNOLOGIES, POSSIBILITY OF SOLVING PROBLEMS

Abstract

An analysis and processing of literary sources and paper technical documentation, in particular technical inspection reports
and passport data of construction objects, was carried out. A substantive assessment of the content of the specified
documentation was carried out in order to identify gaps and shortcomings in the information provided. The study considered
the possibilities of using BIM technologies to eliminate the identified inconsistencies and increase the completeness and
reliability of technical data. Particular attention was paid to the use of the cloud environment of the Autodesk Revit software
complex as a tool for centralized collection, storage and subsequent updating of information on the technical condition of
buildings and structures. Conceptual approaches to organizing the processes of monitoring the condition of structures based
on digital modeling and integration with cloud databases were proposed. An analysis of technical inspection reports of the
building of the main educational building of Vinnytsia National Technical University for the periods of 2004 and 2024 was
carried out. Based on the processed materials, a structured specification was formed for further monitoring of the operational
condition of the facility. According to the results of comparing data from both reports, a direct relationship was established
between the end of the standard service life of structural elements and the loss of their performance. Structures that have
reached the end of their standard service life are recognized as unsuitable for further operation due to a significant loss of
basic physical and technical properties caused by defects accumulated over a long period that are technically not subject to
effective restoration and require complete replacement. Relevant scientific sources and current regulatory documents on
methods for assessing the technical condition of buildings and structures were reviewed. It was established that one of the
key quantitative characteristics that allows objectively assessing the degree of loss of operational properties of structures is
the physical wear indicator. It was this value that was taken as the basis for developing the structure of the technical
specification for building maintenance. The specification not only defines a description of defects and damage to individual
structural elements, but also substantiates the appropriate methods for their elimination. In addition, based on the functional
dependence between physical wear and tear and the duration of the standard operational resource, the estimated life of the
building was determined.