Analysis of the fire resistance of normal wooden doors exposed to fire conditions
Meeting 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 no...
- Autores:
-
Panno, Giovanna
Gonçalves, Jordana
Prager, Gustavo
Bolina, Fabricio
Tutikian, Bernardo
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2020
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/7348
- Acceso en línea:
- https://hdl.handle.net/11323/7348
https://repositorio.cuc.edu.co/
- Palabra clave:
- Fire safety
Fire door
Existing buildings
Fire resistance
Design requirements
- Rights
- openAccess
- License
- CC0 1.0 Universal
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Analysis of the fire resistance of normal wooden doors exposed to fire conditions |
| title |
Analysis of the fire resistance of normal wooden doors exposed to fire conditions |
| spellingShingle |
Analysis of the fire resistance of normal wooden doors exposed to fire conditions Fire safety Fire door Existing buildings Fire resistance Design requirements |
| title_short |
Analysis of the fire resistance of normal wooden doors exposed to fire conditions |
| title_full |
Analysis of the fire resistance of normal wooden doors exposed to fire conditions |
| title_fullStr |
Analysis of the fire resistance of normal wooden doors exposed to fire conditions |
| title_full_unstemmed |
Analysis of the fire resistance of normal wooden doors exposed to fire conditions |
| title_sort |
Analysis of the fire resistance of normal wooden doors exposed to fire conditions |
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Panno, Giovanna Gonçalves, Jordana Prager, Gustavo Bolina, Fabricio Tutikian, Bernardo |
| dc.contributor.author.spa.fl_str_mv |
Panno, Giovanna Gonçalves, Jordana Prager, Gustavo Bolina, Fabricio Tutikian, Bernardo |
| dc.subject.spa.fl_str_mv |
Fire safety Fire door Existing buildings Fire resistance Design requirements |
| topic |
Fire safety Fire door Existing buildings Fire resistance Design requirements |
| description |
Meeting 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. |
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2020 |
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2020-11-18T19:30:27Z |
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2020-09 |
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DOI: 10.7764/RDLC.19.2.359 |
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eng |
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ABNT 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 ABNT 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 ABNT 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 ABNT 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 ABNT NBR 7190. (1997). Projeto de estruturas de madeira. Associação Brasileira de Normas Técnicas (ABNT). https://www.abntcatalogo.com.br/norma.aspx?ID=3395 Asimakopoulou, 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. Babrauskas, 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 Brentano, T. (2015). A proteção contra incêndios no projeto de edificações, p. 640, Porto Alegre: Author’s edition. Carlo, 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. Cruz, H., Nunes, L. (2005). A madeira como material de construção. Núcleo de Estruturas de Madeira, LNEC, p. 27, Lisboa. EN 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). Faccio, 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. Gil, 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 Gwynne, S., & Boyce, K. (2016). Engineering data. In: SFPE Handbook of Fire Protecting Engineering, fifth ed. Springer, pp. 2429–2551. ISO 834-1. (1999). Fire-resistance tests - Elements of building construction - Part 1: General requirements. International Organization for Standardization (ISO). Izydorczyka 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 KNAUF. (2018). FIB01 .de Knauf Fireboard Systems. Knauf Fireboard Systems Fire Resistance with Premium Drywalling. Ono, 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. Pacheco, 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. Pinto, 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. Purser, D. (2000). Toxic product yields and hazard assessment for fully enclosed design fires. Polym. Int. 49, 1232–1255. Silva, C. (2010). Avaliação da resistência ao fogo de produtos de construção. Aveiro: Universidade de Aveiro. Troitzsch, 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 Vargas, 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 |
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Panno, GiovannaGonçalves, JordanaPrager, GustavoBolina, FabricioTutikian, Bernardo2020-11-18T19:30:27Z2020-11-18T19:30:27Z2020-090717-7925https://hdl.handle.net/11323/7348DOI: 10.7764/RDLC.19.2.359Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/Meeting 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.Panno, Giovanna-will be generated-orcid-0000-0001-5565-5969-600Gonçalves, Jordana-will be generated-orcid-0000-0002-5314-1873-600Prager, Gustavo-will be generated-orcid-0000-0001-9917-3144-600Bolina, Fabricio-will be generated-orcid-0000-0002-0495-099X-600Tutikian, Bernardo-will be generated-orcid-0000-0003-1319-0547-600application/pdfengCorporación Universidad de la CostaCC0 1.0 Universalhttp://creativecommons.org/publicdomain/zero/1.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Revista de la Construccionhttps://scielo.conicyt.cl/scielo.php?script=sci_arttext&pid=S0718-915X2020000200359Fire safetyFire doorExisting buildingsFire resistanceDesign requirementsAnalysis of the fire resistance of normal wooden doors exposed to fire conditionsArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/acceptedVersionABNT 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=59664ABNT 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=125ABNT 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=400218ABNT 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=4161ABNT NBR 7190. (1997). Projeto de estruturas de madeira. Associação Brasileira de Normas Técnicas (ABNT). https://www.abntcatalogo.com.br/norma.aspx?ID=3395Asimakopoulou, 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.Babrauskas, 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.2005.05.006Brentano, T. (2015). A proteção contra incêndios no projeto de edificações, p. 640, Porto Alegre: Author’s edition.Carlo, 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.Cruz, H., Nunes, L. (2005). A madeira como material de construção. Núcleo de Estruturas de Madeira, LNEC, p. 27, Lisboa.EN 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).Faccio, 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.Gil, 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/10.14359/51689715Gwynne, S., & Boyce, K. (2016). Engineering data. In: SFPE Handbook of Fire Protecting Engineering, fifth ed. Springer, pp. 2429–2551.ISO 834-1. (1999). Fire-resistance tests - Elements of building construction - Part 1: General requirements. International Organization for Standardization (ISO).Izydorczyka 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.2017.02.010KNAUF. (2018). FIB01 .de Knauf Fireboard Systems. Knauf Fireboard Systems Fire Resistance with Premium Drywalling.Ono, 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.Pacheco, 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.Pinto, 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.Purser, D. (2000). Toxic product yields and hazard assessment for fully enclosed design fires. Polym. Int. 49, 1232–1255.Silva, C. (2010). Avaliação da resistência ao fogo de produtos de construção. Aveiro: Universidade de Aveiro.Troitzsch, 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-XVargas, M., & Silva, V. (2005). 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