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The article shows the method of testing for determining deflections in the slab covering the basement of a residential complex under construction with underground parking. The features of the construction of this section of the building and the reasons for conducting additional research of the erected structures are described. A description of the structures of the studied part of the building, their defects and damages acquired during construction is given. The article describes the methodology and methods used to determine deflections from the control load in conditions of limited visibility due to the presence of mounted engineering systems, as well as restrictions on access to the structure due to the presence of reinforcement elements on its surface. Features of measurements and advantages of combined research methods to ensure the reliability and speed of analysis of the results are described. Based on the results of the research, this article draws conclusions about the possibility of using Express methods for assessing the stress-strain state of building structures, using the example of a residential building with underground parking that has been erected and is being put into operation.

Method for measuring deflections of monolithic floors in conditions of poor visibility of the structure