Investigation on Construction Quality Indices for Concrete Box Girders
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Détails bibliographiques
Auteur(s): |
Wen-Qing Wu
Feng Lin Jia-Jia Fu |
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Médium: | papier de conférence | ||||
Langue(s): | anglais | ||||
Conférence: | IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010 | ||||
Publié dans: | IABSE Symposium Venice 2010 | ||||
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Page(s): | 606-607 | ||||
Nombre total de pages (du PDF): | 7 | ||||
Année: | 2010 | ||||
DOI: | 10.2749/222137810796062923 | ||||
Abstrait: |
Based on three bridge dismantlement, two construction quality indices were investigated in-situ, which consisted of duct grouting compaction of prestressing tendons, excess concrete rate in box girder. The result indicated that the excess concrete rate in box-girders, varied between 10% to 20% and the concrete excess centred at the top slab and bottom slab. The duct for prestressing tendons were only partially grouted, with over 50% ungrouted for longitudinal tendons and over 70% ungrouted for transverse tendons. Obviously, this would increased the prestress loss in the tendons,and increased the possibility of structure cracking. It was helpful for realising the true performance of box-girders. |
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Mots-clé: |
pont
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