Strengthening Concrete columns in concrete condominium building
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Détails bibliographiques
| Auteur(s): |
Tracy Zhang
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008 | ||||
| Publié dans: | IABSE Congress Chicago 2008 | ||||
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| Page(s): | 504-505 | ||||
| Nombre total de pages (du PDF): | 5 | ||||
| Année: | 2008 | ||||
| DOI: | 10.2749/222137908796293541 | ||||
| Abstrait: |
This paper presents a live design of a new fourteen story luxury condominium building in Union City, New Jersey, USA. Because of a misreading of the design drawings, the contractor poured lower grades of concrete than designed for certain crucial columns. This resulted in about 12 columns being built with less than 85% of the design strength. To obtain the necessary in-place compressive strength of the built concrete columns, they were enlarged using a combination of surface doweling and form-and-pump installation techniques. |
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