Author(s): |
Santiago Pérez-Fadón
José Emilio Herrero Beneitez Luis Martín-Tereso López |
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Medium: | journal article |
Language(s): | Spanish |
Published in: | Hormigón y acero, 1st Quarter 2010, n. 255, v. 61 |
Page(s): | 7-41 |
Abstract: |
La Vicaría arch bridgeLa Vicaria Bridge is a half-through arch viaduct with a composite deck. It crosses La Fuensanta, a reservoir in the Spanish province of Albacete fed by the Segura River. The viaduct?s two arches, each positioned on one side of the deck, span 168 m of its total 260-m length. Both slant inward at a 10º angle. The quasi-rectangular arch sections consist of folded steel plates filled with self-consolidating concrete, while the deck comprises two longitudinal steel trough girders connected by a concrete slab. The construction procedure used was to assemble the 120-m bowstring arch on the reservoir bed first and then hoist it into place 40 m above ground level with hydraulic jacks. It was subsequently joined to the rest of the bridge members built to cantilever from the two banks. |
Keywords: |
composite bridge lifting weathering steel self-compacting concrete hoisting bowstring arch hangers Cor-ten steel self-consolidating concrete
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