Nachträgliche Bekleidung dreischichtiger Außenwände von Großtafelbauten mit Wärmedämmsystemen. Zusätzliche Verankerugen der Wetterschutzschicht: Ja - Nein?

Publikation: Beitrag in FachzeitschriftArtikelTransfer

Autoren

  • Erich Cziesielski
  • Nabil A. Fouad

Externe Organisationen

  • Technische Universität Berlin
Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
Seiten (von - bis)410-420
Seitenumfang11
FachzeitschriftBAUTECHNIK
Jahrgang73
Ausgabenummer7
PublikationsstatusVeröffentlicht - Juli 1996
Extern publiziertJa

Abstract

During the subsequent application of thermal insulation measures on three-layered external walls (sandwich panels) of large panel buildings in the new German federal states (Type WBS 70, P2, IW 64 etc.) it ist frequently recommended to install additional anchors to fix the weather-exposed layers. The results of a research work showed that the installation of these additional anchors, which leads to an increase in the rehabilitation coasts, is not necessary. This was proven through laboratory load-bearing tests as well as through large scale tests on existing buildings and through calculations. Consequently, the rehabilitation of more than 15 large scale projects was conducted without fixing the wheather exposed layers additionally. The conducted investigations included the following for every object: a) Determination of the actual condition of the load bearing anchors and of the existing weather exposed layers. b) Analytical determination of the load bearing capacity of the anchors, considering the actual conditions. The analytical proof was examined and approved by the responsible static examination departments.

ASJC Scopus Sachgebiete

Zitieren

Nachträgliche Bekleidung dreischichtiger Außenwände von Großtafelbauten mit Wärmedämmsystemen. Zusätzliche Verankerugen der Wetterschutzschicht: Ja - Nein? / Cziesielski, Erich; Fouad, Nabil A.
in: BAUTECHNIK, Jahrgang 73, Nr. 7, 07.1996, S. 410-420.

Publikation: Beitrag in FachzeitschriftArtikelTransfer

Download
@article{949c7573ab7740f482bce2346af028fc,
title = "Nachtr{\"a}gliche Bekleidung dreischichtiger Au{\ss}enw{\"a}nde von Gro{\ss}tafelbauten mit W{\"a}rmed{\"a}mmsystemen. Zus{\"a}tzliche Verankerugen der Wetterschutzschicht: Ja - Nein?",
abstract = "During the subsequent application of thermal insulation measures on three-layered external walls (sandwich panels) of large panel buildings in the new German federal states (Type WBS 70, P2, IW 64 etc.) it ist frequently recommended to install additional anchors to fix the weather-exposed layers. The results of a research work showed that the installation of these additional anchors, which leads to an increase in the rehabilitation coasts, is not necessary. This was proven through laboratory load-bearing tests as well as through large scale tests on existing buildings and through calculations. Consequently, the rehabilitation of more than 15 large scale projects was conducted without fixing the wheather exposed layers additionally. The conducted investigations included the following for every object: a) Determination of the actual condition of the load bearing anchors and of the existing weather exposed layers. b) Analytical determination of the load bearing capacity of the anchors, considering the actual conditions. The analytical proof was examined and approved by the responsible static examination departments.",
author = "Erich Cziesielski and Fouad, {Nabil A.}",
note = "Copyright: Copyright 2004 Elsevier Science B.V., Amsterdam. All rights reserved.",
year = "1996",
month = jul,
language = "English",
volume = "73",
pages = "410--420",
journal = "BAUTECHNIK",
issn = "0932-8351",
publisher = "Wiley-Blackwell",
number = "7",

}

Download

TY - JOUR

T1 - Nachträgliche Bekleidung dreischichtiger Außenwände von Großtafelbauten mit Wärmedämmsystemen. Zusätzliche Verankerugen der Wetterschutzschicht

T2 - Ja - Nein?

AU - Cziesielski, Erich

AU - Fouad, Nabil A.

N1 - Copyright: Copyright 2004 Elsevier Science B.V., Amsterdam. All rights reserved.

PY - 1996/7

Y1 - 1996/7

N2 - During the subsequent application of thermal insulation measures on three-layered external walls (sandwich panels) of large panel buildings in the new German federal states (Type WBS 70, P2, IW 64 etc.) it ist frequently recommended to install additional anchors to fix the weather-exposed layers. The results of a research work showed that the installation of these additional anchors, which leads to an increase in the rehabilitation coasts, is not necessary. This was proven through laboratory load-bearing tests as well as through large scale tests on existing buildings and through calculations. Consequently, the rehabilitation of more than 15 large scale projects was conducted without fixing the wheather exposed layers additionally. The conducted investigations included the following for every object: a) Determination of the actual condition of the load bearing anchors and of the existing weather exposed layers. b) Analytical determination of the load bearing capacity of the anchors, considering the actual conditions. The analytical proof was examined and approved by the responsible static examination departments.

AB - During the subsequent application of thermal insulation measures on three-layered external walls (sandwich panels) of large panel buildings in the new German federal states (Type WBS 70, P2, IW 64 etc.) it ist frequently recommended to install additional anchors to fix the weather-exposed layers. The results of a research work showed that the installation of these additional anchors, which leads to an increase in the rehabilitation coasts, is not necessary. This was proven through laboratory load-bearing tests as well as through large scale tests on existing buildings and through calculations. Consequently, the rehabilitation of more than 15 large scale projects was conducted without fixing the wheather exposed layers additionally. The conducted investigations included the following for every object: a) Determination of the actual condition of the load bearing anchors and of the existing weather exposed layers. b) Analytical determination of the load bearing capacity of the anchors, considering the actual conditions. The analytical proof was examined and approved by the responsible static examination departments.

UR - http://www.scopus.com/inward/record.url?scp=1542468167&partnerID=8YFLogxK

M3 - Article

AN - SCOPUS:1542468167

VL - 73

SP - 410

EP - 420

JO - BAUTECHNIK

JF - BAUTECHNIK

SN - 0932-8351

IS - 7

ER -