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Betonstrategie für den Oresund-Tunnel

Munch-Petersen, Christian; Fagerlund, Göran LU ; Skotting, Erik and Berrig, Anette (1997) In Betonwerk und Fertigteil-Technik 63(11). p.44-54
Abstract (Swedish)
Abstract in German

Zur Überwachung der Qualität des Betons für den Oresund-Tunnel wurde eine umfassende Betonspezifikation ausgearbeitet. Die geforderte Lebensdauer des Bauwerks ist mit 1 00 Jahre angesetzt - und dies bei aggressiven, betonangreifenden Umgebungsbedingungen: Meerwasser, Taumittel, Frost-Tau-Wechsel, Wasserdruck usw. Der vorliegende Beitrag gibt Überblick über die wichtigsten Anforderungen an den Beton, der für den 3 510 m langen Unterwassertunnel zwischen Amager (in der Nähe des Kopenhagener Flughafens) und einer künstlichen Insel südlich von Saltholm (mitten im Oresund) verwendet werden soll. Auch auf die Grundlagen für die Anforderungen wird kurz eingegangen.
Abstract
A comprehensive concrete specification has been prepared to control the quality of the concrete for the Øresund Link. The required service life of the structure is 100 years in environmental conditions that are aggressive to concrete ; marine environment deicing agents, freeze-thaw action, water pressure etc. This paper gives a short review of the most important requirements for the concrete to be used for the 3,150 m long immersed tunnel from Amager (outside Copenhagen Airport) to an artificial double island south of Saltholm (in the middle of Øresund). The basis for the requirements is shortly commented.
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author
organization
publishing date
type
Contribution to journal
publication status
published
subject
in
Betonwerk und Fertigteil-Technik
volume
63
issue
11
pages
44 - 54
publisher
Bauverlag GmbH
ISSN
0373-4331
language
English
LU publication?
yes
id
7122ab25-54df-4cbd-b33f-75156d466a8a (old id 4174535)
date added to LUP
2013-12-02 11:07:05
date last changed
2016-09-05 14:10:23
@misc{7122ab25-54df-4cbd-b33f-75156d466a8a,
  abstract     = {A comprehensive concrete specification has been prepared to control the quality of the concrete for the Øresund Link. The required service life of the structure is 100 years in environmental conditions that are aggressive to concrete ; marine environment deicing agents, freeze-thaw action, water pressure etc. This paper gives a short review of the most important requirements for the concrete to be used for the 3,150 m long immersed tunnel from Amager (outside Copenhagen Airport) to an artificial double island south of Saltholm (in the middle of Øresund). The basis for the requirements is shortly commented.},
  author       = {Munch-Petersen, Christian and Fagerlund, Göran and Skotting, Erik and Berrig, Anette},
  issn         = {0373-4331},
  language     = {eng},
  number       = {11},
  pages        = {44--54},
  publisher    = {ARRAY(0xa39c870)},
  series       = {Betonwerk und Fertigteil-Technik},
  title        = {Betonstrategie für den Oresund-Tunnel},
  volume       = {63},
  year         = {1997},
}