Analysis of the fire resistance of normal wooden doors exposed to fire conditions

dc.creatorPanno, Giovanna
dc.creatorGonçalves, Jordana
dc.creatorPrager, Gustavo
dc.creatorBolina, Fabricio
dc.creatorTutikian, Bernardo
dc.date2020-11-18T19:30:27Z
dc.date2020-11-18T19:30:27Z
dc.date2020-09
dc.date.accessioned2023-10-03T18:55:07Z
dc.date.available2023-10-03T18:55:07Z
dc.identifier0717-7925
dc.identifierhttps://hdl.handle.net/11323/7348
dc.identifierDOI: 10.7764/RDLC.19.2.359
dc.identifierCorporación Universidad de la Costa
dc.identifierREDICUC - Repositorio CUC
dc.identifierhttps://repositorio.cuc.edu.co/
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/9166096
dc.descriptionMeeting passive and active protection requirements in buildings has brought about demands for new systems, materials, equipment, and even design requirements like the access to housing units with doors that have a minimum fire-resistance rating of 30 minutes. For existing buildings, though, it is not always possible to adapt them to current government regulations, and normal low-cost doors usually do not comply with compartmentalization requirements. Therefore, this study aimed to evaluate the fire resistance of normal wooden doors and low-cost compensatory measures to increase the protection of existing building elements. The lab tests were performed on real-scale wooden door prototypes. Moreover, three protective solutions were tested while added to the doors: (a) fire-rated gypsum boards, (b) cement boards, (c) steel sheet with polyethylene terephthalate felt, in addition to the reference door. It was noted that only the prototype with cement boards managed to resist for 30 minutes. This result evidences the existence of alternative low-cost solutions that can be used in simpler buildings, although some of the usual options may not be able to meet the requirement.
dc.formatapplication/pdf
dc.formatapplication/pdf
dc.languageeng
dc.publisherCorporación Universidad de la Costa
dc.relationABNT NBR 15220-2. (2005). Desempenho térmico de edificações - Parte 2: Métodos de cálculo da transmitância térmica, da capacidade térmica, do atraso térmico e do fator solar de elementos e componentes de edificações. Associação Brasileira de Normas Técnicas (ABNT). https://www.abntcatalogo.com.br/norma.aspx?ID=59664
dc.relationABNT NBR 15281. (2005). Porta corta-fogo para entrada de unidades autônomas e de compartimentos específicos de edificações. Associação Brasileira de Normas Técnicas (ABNT). https://www.abntcatalogo.com.br/norma.aspx?ID=125
dc.relationABNT NBR 15930-2. (2018). Portas de madeira para edificações - Parte 2: Requisitos. Associação Brasileira de Normas Técnicas (ABNT). https://www.abntcatalogo.com.br/norma.aspx?ID=400218
dc.relationABNT NBR 6479. (1992). Portas e vedadores: Determinação da resistência ao fogo. Associação Brasileira de Normas Técnicas (ABNT). https://www.abntcatalogo.com.br/norma.aspx?ID=4161
dc.relationABNT NBR 7190. (1997). Projeto de estruturas de madeira. Associação Brasileira de Normas Técnicas (ABNT). https://www.abntcatalogo.com.br/norma.aspx?ID=3395
dc.relationAsimakopoulou, E., Kolaitis, D., & Founti, M. (2015). Fire safety aspects of PCM - enhanced gypsum plasterboards: An experimental and numerical investigation. Fire Safety Journal, 72, 50-58. doi: https://doi.org/10.1016/j.firesaf.2015.02.004.
dc.relationBabrauskas, V. (2005). Charring rate of wood as a tool for fire investigations. Fire Safety Journal, 40, 528-554. doi: https://doi.org/10.1016/j.firesaf.2005.05.006
dc.relationBrentano, T. (2015). A proteção contra incêndios no projeto de edificações, p. 640, Porto Alegre: Author’s edition.
dc.relationCarlo, U., Seito, A., Gill, A., Pannoni, F., Ono, Rosaria, Silva, S., Carlo, U., & Silva, V. (2008). A segurança contra incêndio no brasil, p. 496, São Paulo: Projeto Editora.
dc.relationCruz, H., Nunes, L. (2005). A madeira como material de construção. Núcleo de Estruturas de Madeira, LNEC, p. 27, Lisboa.
dc.relationEN ISO 11925-2. (2010). Reaction to fire tests: Ignitability of building products subjected to direct impingement of flame: Part 2: Single-flame source test. European Standard and International Organization for Standardization (EN ISO).
dc.relationFaccio, H., & Silva, A. (2016). As características de reação ao fogo dos materiais de acabamento e de revestimento diante da ABNT NBR 15.575:2013. Revista Téchne, 232, 1-8. doi: https://doi.org/10.1016/j.firesaf.2015.02.004.
dc.relationGil, A., Pacheco, F., Christ, R., Bolina, F., Khayat, K. H., & Tutikian, B. (2017). Comparative study of concrete panels’ fire resistance. ACI Materials Journal, 114 (5), doi: https://doi.org/10.14359/51689715
dc.relationGwynne, S., & Boyce, K. (2016). Engineering data. In: SFPE Handbook of Fire Protecting Engineering, fifth ed. Springer, pp. 2429–2551.
dc.relationISO 834-1. (1999). Fire-resistance tests - Elements of building construction - Part 1: General requirements. International Organization for Standardization (ISO).
dc.relationIzydorczyka D., Sędłaka B., Papisa B., & Turkowskia P. (2017). Doors with specific fire resistance class. Fire Research Department of Building Research Institute. Procedia Engineering, 172, 417-425. doi: https://doi.org/10.1016/j.proeng.2017.02.010
dc.relationKNAUF. (2018). FIB01 .de Knauf Fireboard Systems. Knauf Fireboard Systems Fire Resistance with Premium Drywalling.
dc.relationOno, R. (2002). Reabilitação sustentável de edifícios na região central da cidade de São Paulo com ênfase na segurança contra incêndio. In NUTAU: sustentabilidade, arquitetura, desenho urbano (pp. 200-210). São Paulo: Universidade de São Paulo.
dc.relationPacheco, F., Christ, R., Quinino, U., & Tutikian, B. F. (2018). Effects of fiber hybridization in advanced cementitious composites durability in humid and aggressive environments. Revista Materia, 23. doi: https://doi.org/10.1590/s1517-707620180003.0505.
dc.relationPinto, E., Calil, C. (2002). Ensaios para avaliação do comportamento de materiais expostos ao fogo: Resistência e Reação. Revista Madeira Arquitetura e Engenharia, 9, 1-10. doi: https://doi.org/10.1016/j.firesaf.2015.02.004.
dc.relationPurser, D. (2000). Toxic product yields and hazard assessment for fully enclosed design fires. Polym. Int. 49, 1232–1255.
dc.relationSilva, C. (2010). Avaliação da resistência ao fogo de produtos de construção. Aveiro: Universidade de Aveiro.
dc.relationTroitzsch, J. (1983). Methods for the fire protection of plastics and coatings by flame retardant and intumescent systems. Progress in Organic Coatings, 11, 41-69. doi: https://doi.org/10.1016/0033-0655(83)80003-X
dc.relationVargas, M., & Silva, V. (2005). Resistência ao Fogo das Estruturas de Aço, p. 72, Rio de Janeiro: IBS/CBCA. doi: https://doi.org/10.13140/2.1.3361.7926
dc.rightsCC0 1.0 Universal
dc.rightshttp://creativecommons.org/publicdomain/zero/1.0/
dc.rightsinfo:eu-repo/semantics/openAccess
dc.rightshttp://purl.org/coar/access_right/c_abf2
dc.sourceRevista de la Construccion
dc.sourcehttps://scielo.conicyt.cl/scielo.php?script=sci_arttext&pid=S0718-915X2020000200359
dc.subjectFire safety
dc.subjectFire door
dc.subjectExisting buildings
dc.subjectFire resistance
dc.subjectDesign requirements
dc.titleAnalysis of the fire resistance of normal wooden doors exposed to fire conditions
dc.typeArtículo de revista
dc.typehttp://purl.org/coar/resource_type/c_6501
dc.typeText
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typehttp://purl.org/redcol/resource_type/ART
dc.typeinfo:eu-repo/semantics/acceptedVersion
dc.typehttp://purl.org/coar/version/c_ab4af688f83e57aa


Este ítem pertenece a la siguiente institución