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Novel Technique for the UX15 Cavern Vault Support System

The overall LHC project schedule requires the civil engineering work to begin before the final LEP shutdown. The new caverns for the ATLAS experiment will be built in and around the existing underground structures at point 1. In order to make the best possible use of the time available for the LHC c...

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Autor principal: Rammer, H
Lenguaje:eng
Publicado: 2000
Materias:
Acceso en línea:http://cds.cern.ch/record/435991
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author Rammer, H
author_facet Rammer, H
author_sort Rammer, H
collection CERN
description The overall LHC project schedule requires the civil engineering work to begin before the final LEP shutdown. The new caverns for the ATLAS experiment will be built in and around the existing underground structures at point 1. In order to make the best possible use of the time available for the LHC civil engineering before the shutdown of LEP, a particular arrangement for the construction of the UX15 cavern vault has been developed. The basic concept of this arrangement consists of the excavation of the cavern top heading and the installation of the concrete vault immediately afterwards, prior to the subsequent bench excavation after LEP shutdown. A temporary support of the dead weight of the concrete roof will be achieved by the suspension of the roof by 38 no. pre-stressed ground anchors of 225 tons capacity each. This support system will work up to the construction of the cavern base slab and walls and the completion of the permanent concrete lining.
id cern-435991
institution Organización Europea para la Investigación Nuclear
language eng
publishDate 2000
record_format invenio
spelling cern-4359912019-09-30T06:29:59Zhttp://cds.cern.ch/record/435991engRammer, HNovel Technique for the UX15 Cavern Vault Support SystemEngineeringThe overall LHC project schedule requires the civil engineering work to begin before the final LEP shutdown. The new caverns for the ATLAS experiment will be built in and around the existing underground structures at point 1. In order to make the best possible use of the time available for the LHC civil engineering before the shutdown of LEP, a particular arrangement for the construction of the UX15 cavern vault has been developed. The basic concept of this arrangement consists of the excavation of the cavern top heading and the installation of the concrete vault immediately afterwards, prior to the subsequent bench excavation after LEP shutdown. A temporary support of the dead weight of the concrete roof will be achieved by the suspension of the roof by 38 no. pre-stressed ground anchors of 225 tons capacity each. This support system will work up to the construction of the cavern base slab and walls and the completion of the permanent concrete lining.CERN-ST-2000-021oai:cds.cern.ch:4359912000-01-25
spellingShingle Engineering
Rammer, H
Novel Technique for the UX15 Cavern Vault Support System
title Novel Technique for the UX15 Cavern Vault Support System
title_full Novel Technique for the UX15 Cavern Vault Support System
title_fullStr Novel Technique for the UX15 Cavern Vault Support System
title_full_unstemmed Novel Technique for the UX15 Cavern Vault Support System
title_short Novel Technique for the UX15 Cavern Vault Support System
title_sort novel technique for the ux15 cavern vault support system
topic Engineering
url http://cds.cern.ch/record/435991
work_keys_str_mv AT rammerh noveltechniquefortheux15cavernvaultsupportsystem