Increase of Temperature and Fire Resistance for Reinforced-Concrete Structures by Surface Treatment with Protective Coating

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The normative documents of Ukraine (DBN V.1.1.7 ̶ 2016) [1] establish that the limit of fire resistance of reinforced-concrete building structures is determined by the calculation method or by fire tests, and shall be at least 45 minutes. Taking into account the modern construction technologies, namely, the reduction of the section of the main building reinforced-concrete structures, it is expedient to use fire-retardant coatings to provide the necessary fire resistance limit.

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Edited by:

Gundars Mežinskis, Līga Grase, Ruta Švinka, Ilona Pavlovska, Jānis Grabis, Kęstutis Baltakys and Irina Hussainova

Pages:

36-44

Citation:

L. Demydchuk and D. Sapozhnyk, "Increase of Temperature and Fire Resistance for Reinforced-Concrete Structures by Surface Treatment with Protective Coating", Key Engineering Materials, Vol. 788, pp. 36-44, 2018

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November 2018

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$38.00

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[1] DBN V.1.1.7 ̶ 2016. State construction regulations of Ukraine. Fire safety of construction objects. – To replace DBN V.1.1.7 2002, effective as of June 1, 2017 [Electronic resource]. – Access mode: http://www.mil.gov.ua/content/other/TO_tkanuna_watermark.pdf.

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DOI: https://doi.org/10.1111/j.1151-2916.2002.tb00475.x

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