- Tytuł:
-
Vlianie povysennogo urovna teplovoj zascity na dolgovecnost’ trehslojnyh sten s oblicovkoj iz kirpica v usloviah Rossijskoj Federacii
Durability of Three-Layer Walls with Brick Facing with High Level of Thermal Protection - Autorzy:
- Umnakova, N. P.
- Powiązania:
- https://bibliotekanauki.pl/articles/2065102.pdf
- Data publikacji:
- 2012
- Wydawca:
- Politechnika Częstochowska
- Tematy:
-
brick facing
three-layer walls
heater
defects
temperature of external air
amplitude
temperature deformations
tension - Opis:
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V dannoj stat’e proanalizirowana odna iz pricin razrusenia naruznyh sten s effektivnym uteplitelem tolscinoj 120-150 mm. i oblicovkoj iz kirpica v usloviah rascetnyh temperatur naruznogo vozduha nize minus 28˚C. Provedennyj sopostavitel’nyj analiz haraktera raspredelenia temperatur v tolsce trehslojnyh sten pokazal, cto polnoe promerzanie kripicnoj oblicovki pri tolscine uteplitela 120 mm proishodit pri temperature naruznogo vozduha minus 1˚C, v to vrema kak pri tolscine uteplitela 50 mm oblicovka promerzaet pri temperature naruznogo voduha minus 3˚C. Ucityvaa harakter raspredelenia srednih temperatur po mesacam, v tom cisle v osennij period, mozno predpolozit’, cto pri sredniej temperature noabra minus 2,2 ˚C veroatnost’ promerzania kripicnoj oblicovki pri bol’sej tolscine uteplitela znacitel’no vyse, cem pro 50-ti millimetrovom uteplitele. Analiz srednemesacnyh temperaur naruznogo vozduha i amplitudy ih kolebanij pozvolil ustanovit’, cto polnoe promerzanie naruznoj kripicnoj oblicovki pri tolscine uteplitela 120 mm proishodit v srednem v tecenie 6 mesacev, v to vrema kak pri maloj tolscine uteplitela polnoe promerzanie oblicovki mozet proishodit’ lis’ v tecenie 4 mesacev. Bol’saa tolscina teploizolacionnogo sloa privodit k tomu, cto temperaturnye deformacii i naprazenie v tolsce naruznogo sloa kirpica okazyvautsa bol’simi. Vse eti faktory v komplekse sposobstvuut uskorennomu razruseniu kirpicnoj oblicovki sloistyh sten.
This article examines possible reasons for three-layered external walls fracturing with efficient insulation of 120-150 mm thick. Exterior coating of these walls is made of brick. Comparative analysis of temperature distribution inside the walls showed that the full-depth freezing of the wall with insulation of 120 mm thick takes place when exterior temperature is under - 1˚C. However, the same effect on the walls with insulation of 50 mm thick occurs under exterior temperature of -3˚C. Taking into account the average monthly temperature pattern, particularly in autumn, it can be considered that under the average November temperature of -2,2˚C the chance of full-depth wall freezing with thicker insulation is higher than for the wall with only 50 mm of insulation. Analysis of the monthly average outdoor air temperatures and the ranges of their oscillations revealed that full-depth wall freezing with insulation of 120 mm thick takes place for 6 months, and for the same wall but with thinner insulation, that effect occurs only for 4 months. These calculations show that the thicker the insulation is, the bigger the temperature deformations and temperature stresses in the exterior brick layer are. All of it together speeds up brick veneer fracturing in the three-layered walls. - Źródło:
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Budownictwo o Zoptymalizowanym Potencjale Energetycznym; 2012, 2 (10); 111--116
2299-8535
2544-963X - Pojawia się w:
- Budownictwo o Zoptymalizowanym Potencjale Energetycznym
- Dostawca treści:
- Biblioteka Nauki
Artykuł