Design assessment of pitched roofs with heavy structure using the ctf method

Nowadays, very strict thermal and technical requirements for thermal insulation of passive building envelopes are imposed and thus, individual structures need to fulfil severe technical criteria. In order to comply with the passive energy standard in the Czech Republic, heat flow losses in buildings...

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Autores:
Tipo de recurso:
Book
Fecha de publicación:
2019
Institución:
Universidad de Bogotá Jorge Tadeo Lozano
Repositorio:
Expeditio: repositorio UTadeo
Idioma:
eng
OAI Identifier:
oai:expeditiorepositorio.utadeo.edu.co:20.500.12010/17478
Acceso en línea:
https://content.sciendo.com/view/book/9788395669699/10.2478/9788395669699-021.xml
http://hdl.handle.net/20.500.12010/17478
https://doi.org/10.2478/9788395669699-021
Palabra clave:
Arquitectura
Estructuras individuales
Aislamiento térmico
Edificio
Rights
License
Abierto (Texto Completo)
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dc.title.spa.fl_str_mv Design assessment of pitched roofs with heavy structure using the ctf method
title Design assessment of pitched roofs with heavy structure using the ctf method
spellingShingle Design assessment of pitched roofs with heavy structure using the ctf method
Arquitectura
Estructuras individuales
Aislamiento térmico
Edificio
title_short Design assessment of pitched roofs with heavy structure using the ctf method
title_full Design assessment of pitched roofs with heavy structure using the ctf method
title_fullStr Design assessment of pitched roofs with heavy structure using the ctf method
title_full_unstemmed Design assessment of pitched roofs with heavy structure using the ctf method
title_sort Design assessment of pitched roofs with heavy structure using the ctf method
dc.subject.spa.fl_str_mv Arquitectura
topic Arquitectura
Estructuras individuales
Aislamiento térmico
Edificio
dc.subject.lemb.spa.fl_str_mv Estructuras individuales
Aislamiento térmico
Edificio
description Nowadays, very strict thermal and technical requirements for thermal insulation of passive building envelopes are imposed and thus, individual structures need to fulfil severe technical criteria. In order to comply with the passive energy standard in the Czech Republic, heat flow losses in buildings need to be minimized and the air tightness of their envelopes has to be kept between n50 < 0.6/hour. This can be achieved by using thermal insulation materials of considerable thickness and complete airtight sealing of structures, both on the surface and in critical details. However, meeting these requirements might cause problems in the summer months when interiors tend to overheat, reducing users ́ general thermal comfort as well as thermal stability of the building. This may be solved by using natural or forced ventilation which is, nevertheless, very often rather inconvenient to operate and generally requires a lot of space. Thus, the best way to improve thermal stability is to improve the properties of the structure itself, especially of the roofing which is frequently a source of problems. Therefore, it is advisable to focus on increasing the specific heat capacity and choosing a construction material with the highest possible weight. This will delay the rise in temperature over time by increasing thermal damping time and finally lead to increased interior temperature stability. However, the increase in energy which is needed to increase the temperature of the shell is closely connected with the risk of accumulation of heat gains. This is considered to be a potentially undesirable effect which may significantly reduce users ́ thermal comfort. This paper aims to address this particular issue, focusing especially on the incorrect application of used systems and inappropriate conception of internal operation. The paper introduces an idealized experimental model computed by the CTF method (Conduction Transfer Functions) which was used to compare material shells and traditional structures as well as to assess the influence of orientation of material shells to the cardinal points on accumulation of temperature gains in the structure.
publishDate 2019
dc.date.created.none.fl_str_mv 2019
dc.date.accessioned.none.fl_str_mv 2021-02-18T23:07:59Z
dc.date.available.none.fl_str_mv 2021-02-18T23:07:59Z
dc.type.coar.spa.fl_str_mv http://purl.org/coar/resource_type/c_2f33
format http://purl.org/coar/resource_type/c_2f33
dc.identifier.isbn.none.fl_str_mv 978-83-956-6969-9
dc.identifier.other.none.fl_str_mv https://content.sciendo.com/view/book/9788395669699/10.2478/9788395669699-021.xml
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/20.500.12010/17478
dc.identifier.doi.none.fl_str_mv https://doi.org/10.2478/9788395669699-021
identifier_str_mv 978-83-956-6969-9
url https://content.sciendo.com/view/book/9788395669699/10.2478/9788395669699-021.xml
http://hdl.handle.net/20.500.12010/17478
https://doi.org/10.2478/9788395669699-021
dc.language.iso.spa.fl_str_mv eng
language eng
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dc.rights.local.spa.fl_str_mv Abierto (Texto Completo)
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rights_invalid_str_mv Abierto (Texto Completo)
https://creativecommons.org/licenses/by-nc-nd/4.0/legalcode
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dc.format.extent.spa.fl_str_mv 6 páginas
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dc.publisher.spa.fl_str_mv Sciendo
institution Universidad de Bogotá Jorge Tadeo Lozano
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https://expeditiorepositorio.utadeo.edu.co/bitstream/20.500.12010/17478/2/license.txt
https://expeditiorepositorio.utadeo.edu.co/bitstream/20.500.12010/17478/1/Design%20assessment%20of%20pitched%20roofs%20with%20heavy%20structure%20using%20the%20ctf%20method_37.pdf
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spelling 2021-02-18T23:07:59Z2021-02-18T23:07:59Z2019978-83-956-6969-9https://content.sciendo.com/view/book/9788395669699/10.2478/9788395669699-021.xmlhttp://hdl.handle.net/20.500.12010/17478https://doi.org/10.2478/9788395669699-0216 páginasapplication/pdfengSciendoArquitecturaEstructuras individualesAislamiento térmicoEdificioDesign assessment of pitched roofs with heavy structure using the ctf methodAbierto (Texto Completo)https://creativecommons.org/licenses/by-nc-nd/4.0/legalcodehttp://purl.org/coar/access_right/c_abf2Nowadays, very strict thermal and technical requirements for thermal insulation of passive building envelopes are imposed and thus, individual structures need to fulfil severe technical criteria. In order to comply with the passive energy standard in the Czech Republic, heat flow losses in buildings need to be minimized and the air tightness of their envelopes has to be kept between n50 < 0.6/hour. This can be achieved by using thermal insulation materials of considerable thickness and complete airtight sealing of structures, both on the surface and in critical details. However, meeting these requirements might cause problems in the summer months when interiors tend to overheat, reducing users ́ general thermal comfort as well as thermal stability of the building. This may be solved by using natural or forced ventilation which is, nevertheless, very often rather inconvenient to operate and generally requires a lot of space. Thus, the best way to improve thermal stability is to improve the properties of the structure itself, especially of the roofing which is frequently a source of problems. Therefore, it is advisable to focus on increasing the specific heat capacity and choosing a construction material with the highest possible weight. This will delay the rise in temperature over time by increasing thermal damping time and finally lead to increased interior temperature stability. However, the increase in energy which is needed to increase the temperature of the shell is closely connected with the risk of accumulation of heat gains. This is considered to be a potentially undesirable effect which may significantly reduce users ́ thermal comfort. This paper aims to address this particular issue, focusing especially on the incorrect application of used systems and inappropriate conception of internal operation. The paper introduces an idealized experimental model computed by the CTF method (Conduction Transfer Functions) which was used to compare material shells and traditional structures as well as to assess the influence of orientation of material shells to the cardinal points on accumulation of temperature gains in the structure.http://purl.org/coar/resource_type/c_2f33Pilný, OndřejKalousek, LuborTHUMBNAILDesign assessment of pitched roofs with heavy structure using the ctf method_37.pdf.jpgDesign assessment of pitched roofs with heavy structure using the ctf method_37.pdf.jpgIM Thumbnailimage/jpeg16440https://expeditiorepositorio.utadeo.edu.co/bitstream/20.500.12010/17478/3/Design%20assessment%20of%20pitched%20roofs%20with%20heavy%20structure%20using%20the%20ctf%20method_37.pdf.jpged733529c9263c5c65e7f156773262f1MD53open accessLICENSElicense.txtlicense.txttext/plain; charset=utf-82938https://expeditiorepositorio.utadeo.edu.co/bitstream/20.500.12010/17478/2/license.txtabceeb1c943c50d3343516f9dbfc110fMD52open accessORIGINALDesign assessment of pitched roofs with heavy structure using the ctf method_37.pdfDesign assessment of pitched roofs with heavy structure using the ctf method_37.pdfVer documentoapplication/pdf906630https://expeditiorepositorio.utadeo.edu.co/bitstream/20.500.12010/17478/1/Design%20assessment%20of%20pitched%20roofs%20with%20heavy%20structure%20using%20the%20ctf%20method_37.pdfa8d7e3664923527a73c5abec34c95e8fMD51open access20.500.12010/17478oai:expeditiorepositorio.utadeo.edu.co:20.500.12010/174782021-02-19 18:57:42.938open accessRepositorio Institucional - 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