Безопасность труда в промышленных зданиях из железобетона после огневого воздействия при пожаре

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The study presents a methodology for calculating the reinforcement of ferroconcrete bearing structures in industrial buildings after exposure to fire. The calculation algorithm for a reinforced bendable structural element, which determines the potential application of the selected reinforcement method for the safe operation of structures weakened after exposure to fire, has been considered. This algorithm aims to forecast resistance to destruction and assess the permissibility of their further operation under design impacts. A method for calculating the reinforcement of bearing structures of industrial buildings weakened by fire has been proposed, based on the example of the crossbars of a warehouse building's cover. The proposed practical calculation of reinforcement and restoration of bearing capacity of a bendable element using the cross-sectional expansion method, considering actual strength characteristics of materials and the combined work of the old concrete weakened by fire with new concrete, will ensure the durability of the reinforced structure and the safety of personnel’s attendance during further operation of the industrial building.

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