Determination of the thermal time constant of the reinforced concrete building component

As a result of changes in the boundary conditions, a heat exchange in the building envelope is not always in a steady state. Heat fluxes penetrating through the wall may be several times greater than the steady state. Thus, the building can have a much higher demand for energy and requires the use o...

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Main Authors: Stefan Owczarek, Mariusz Owczarek
Format: Article
Language:English
Published: Wojskowa Akademia Techniczna, Redakcja Wydawnictw WAT, ul. gen. S. Kaliskiego 2, 00-908 Warszawa 2017-07-01
Series:Biuletyn Wojskowej Akademii Technicznej
Subjects:
Online Access:http://biuletynwat.pl/gicid/01.3001.0010.1891
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spelling doaj-5037ad1892ae4010b1f45fae07cbfb6c2020-11-24T22:25:09ZengWojskowa Akademia Techniczna, Redakcja Wydawnictw WAT, ul. gen. S. Kaliskiego 2, 00-908 Warszawa Biuletyn Wojskowej Akademii Technicznej 1234-58652017-07-01662799010.5604/01.3001.0010.189101.3001.0010.1891Determination of the thermal time constant of the reinforced concrete building componentStefan Owczarek0Mariusz Owczarek1 Wojskowa Akademia Techniczna, Wydział Inżynierii Lądowej i Geodezji, 00-908 Warszawa, ul. gen. S. Kaliskiego 2Wojskowa Akademia Techniczna Wydział Inżynierii Lądowej i Geodezji, 00-908 Warszawa, ul. gen. S. Kaliskiego 2As a result of changes in the boundary conditions, a heat exchange in the building envelope is not always in a steady state. Heat fluxes penetrating through the wall may be several times greater than the steady state. Thus, the building can have a much higher demand for energy and requires the use of more powerful heater than it results from the standard calculation. This article dealt with estimating the length of the transient state after changing the boundary conditions. The protective celling plate of dimensions 35 m × 1 m and a thickness of 0.5 m has been analysed. The plate, on the one hand, is cooled in air at a temperature of 8.6°C, on the other hand is inside the shelter at 20°C. A period of cooling, based on the theoretical and numerical calculations, was obtained, then the differences were discussed and the conclusions drawn. Keywords: building, building physics, heat flows in building envelopes http://biuletynwat.pl/gicid/01.3001.0010.1891buildingbuilding physicsheat flows in building envelopes
collection DOAJ
language English
format Article
sources DOAJ
author Stefan Owczarek
Mariusz Owczarek
spellingShingle Stefan Owczarek
Mariusz Owczarek
Determination of the thermal time constant of the reinforced concrete building component
Biuletyn Wojskowej Akademii Technicznej
building
building physics
heat flows in building envelopes
author_facet Stefan Owczarek
Mariusz Owczarek
author_sort Stefan Owczarek
title Determination of the thermal time constant of the reinforced concrete building component
title_short Determination of the thermal time constant of the reinforced concrete building component
title_full Determination of the thermal time constant of the reinforced concrete building component
title_fullStr Determination of the thermal time constant of the reinforced concrete building component
title_full_unstemmed Determination of the thermal time constant of the reinforced concrete building component
title_sort determination of the thermal time constant of the reinforced concrete building component
publisher Wojskowa Akademia Techniczna, Redakcja Wydawnictw WAT, ul. gen. S. Kaliskiego 2, 00-908 Warszawa
series Biuletyn Wojskowej Akademii Technicznej
issn 1234-5865
publishDate 2017-07-01
description As a result of changes in the boundary conditions, a heat exchange in the building envelope is not always in a steady state. Heat fluxes penetrating through the wall may be several times greater than the steady state. Thus, the building can have a much higher demand for energy and requires the use of more powerful heater than it results from the standard calculation. This article dealt with estimating the length of the transient state after changing the boundary conditions. The protective celling plate of dimensions 35 m × 1 m and a thickness of 0.5 m has been analysed. The plate, on the one hand, is cooled in air at a temperature of 8.6°C, on the other hand is inside the shelter at 20°C. A period of cooling, based on the theoretical and numerical calculations, was obtained, then the differences were discussed and the conclusions drawn. Keywords: building, building physics, heat flows in building envelopes
topic building
building physics
heat flows in building envelopes
url http://biuletynwat.pl/gicid/01.3001.0010.1891
work_keys_str_mv AT stefanowczarek determinationofthethermaltimeconstantofthereinforcedconcretebuildingcomponent
AT mariuszowczarek determinationofthethermaltimeconstantofthereinforcedconcretebuildingcomponent
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