Insulation systems for structures on pile supports

Construction on problem soils or in permafrost conditions involves using of pile foundations with a ventilated space under the floor structure. In this case, additional thermal insulation is required under the first-floor structure (above the ventilated space). This problem is com-pounded by constru...

Full description

Bibliographic Details
Published in:E3S Web of Conferences
Main Authors: Zhukov Aleksey, Bessonov Igor, Medvedev Andrey, Zinovieva Ekaterina, Mednikova Elizaveta
Format: Article in Journal/Newspaper
Language:English
French
Published: EDP Sciences 2021
Subjects:
Online Access:https://doi.org/10.1051/e3sconf/202125809088
https://doaj.org/article/aef8dd0213e146e697e08d19fcbb2aa4
id ftdoajarticles:oai:doaj.org/article:aef8dd0213e146e697e08d19fcbb2aa4
record_format openpolar
spelling ftdoajarticles:oai:doaj.org/article:aef8dd0213e146e697e08d19fcbb2aa4 2023-05-15T15:08:30+02:00 Insulation systems for structures on pile supports Zhukov Aleksey Bessonov Igor Medvedev Andrey Zinovieva Ekaterina Mednikova Elizaveta 2021-01-01T00:00:00Z https://doi.org/10.1051/e3sconf/202125809088 https://doaj.org/article/aef8dd0213e146e697e08d19fcbb2aa4 EN FR eng fre EDP Sciences https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/34/e3sconf_uesf2021_09088.pdf https://doaj.org/toc/2267-1242 2267-1242 doi:10.1051/e3sconf/202125809088 https://doaj.org/article/aef8dd0213e146e697e08d19fcbb2aa4 E3S Web of Conferences, Vol 258, p 09088 (2021) Environmental sciences GE1-350 article 2021 ftdoajarticles https://doi.org/10.1051/e3sconf/202125809088 2022-12-31T06:38:37Z Construction on problem soils or in permafrost conditions involves using of pile foundations with a ventilated space under the floor structure. In this case, additional thermal insulation is required under the first-floor structure (above the ventilated space). This problem is com-pounded by construction in cold regions. The goal of research was to develop insulation systems for buildings on pile foundations for different climatic zones, including conditions of the arctic region and other regions with a predominance of ever-frozen ground. With the help of the THERM computer program, the conditions of bidimensional heat interchange in the enclosing structures of a building with pile foundation were simulated. The construction of such buildings is practiced on problem soils. The resulting models were analyzed in terms of the thermophysical characteristics of the structures. As a result, the optimal version of the insulation system was chosen, effective both in the climatic conditions of the midland and in the especially cold conditions of Yakutia and Trans-Polar region (The Subarctic). This system included insulation with mineral wool slabs along the facade walls, with extruded polystyrene (XPS) foams along the basement part and the floor structure, and with roll polyethylene (PE) foams (with the formation of a seamless insulation shell) along the ventilated space under the floor structure and above, on top of insulation boards. Article in Journal/Newspaper Arctic permafrost Subarctic Yakutia Directory of Open Access Journals: DOAJ Articles Arctic Midland ENVELOPE(8.224,8.224,63.072,63.072) E3S Web of Conferences 258 09088
institution Open Polar
collection Directory of Open Access Journals: DOAJ Articles
op_collection_id ftdoajarticles
language English
French
topic Environmental sciences
GE1-350
spellingShingle Environmental sciences
GE1-350
Zhukov Aleksey
Bessonov Igor
Medvedev Andrey
Zinovieva Ekaterina
Mednikova Elizaveta
Insulation systems for structures on pile supports
topic_facet Environmental sciences
GE1-350
description Construction on problem soils or in permafrost conditions involves using of pile foundations with a ventilated space under the floor structure. In this case, additional thermal insulation is required under the first-floor structure (above the ventilated space). This problem is com-pounded by construction in cold regions. The goal of research was to develop insulation systems for buildings on pile foundations for different climatic zones, including conditions of the arctic region and other regions with a predominance of ever-frozen ground. With the help of the THERM computer program, the conditions of bidimensional heat interchange in the enclosing structures of a building with pile foundation were simulated. The construction of such buildings is practiced on problem soils. The resulting models were analyzed in terms of the thermophysical characteristics of the structures. As a result, the optimal version of the insulation system was chosen, effective both in the climatic conditions of the midland and in the especially cold conditions of Yakutia and Trans-Polar region (The Subarctic). This system included insulation with mineral wool slabs along the facade walls, with extruded polystyrene (XPS) foams along the basement part and the floor structure, and with roll polyethylene (PE) foams (with the formation of a seamless insulation shell) along the ventilated space under the floor structure and above, on top of insulation boards.
format Article in Journal/Newspaper
author Zhukov Aleksey
Bessonov Igor
Medvedev Andrey
Zinovieva Ekaterina
Mednikova Elizaveta
author_facet Zhukov Aleksey
Bessonov Igor
Medvedev Andrey
Zinovieva Ekaterina
Mednikova Elizaveta
author_sort Zhukov Aleksey
title Insulation systems for structures on pile supports
title_short Insulation systems for structures on pile supports
title_full Insulation systems for structures on pile supports
title_fullStr Insulation systems for structures on pile supports
title_full_unstemmed Insulation systems for structures on pile supports
title_sort insulation systems for structures on pile supports
publisher EDP Sciences
publishDate 2021
url https://doi.org/10.1051/e3sconf/202125809088
https://doaj.org/article/aef8dd0213e146e697e08d19fcbb2aa4
long_lat ENVELOPE(8.224,8.224,63.072,63.072)
geographic Arctic
Midland
geographic_facet Arctic
Midland
genre Arctic
permafrost
Subarctic
Yakutia
genre_facet Arctic
permafrost
Subarctic
Yakutia
op_source E3S Web of Conferences, Vol 258, p 09088 (2021)
op_relation https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/34/e3sconf_uesf2021_09088.pdf
https://doaj.org/toc/2267-1242
2267-1242
doi:10.1051/e3sconf/202125809088
https://doaj.org/article/aef8dd0213e146e697e08d19fcbb2aa4
op_doi https://doi.org/10.1051/e3sconf/202125809088
container_title E3S Web of Conferences
container_volume 258
container_start_page 09088
_version_ 1766339856519135232