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Mersey Gateway Bridge (UK) - Design for Construction

 Mersey Gateway Bridge (UK) - Design for Construction
Auteur(s): , , , ,
Présenté pendant IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016, publié dans , pp. 2275-2282
DOI: 10.2749/stockholm.2016.2266
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The Mersey Gateway Bridge is being procured under a design, build, finance and operate contract, one of the largest of its type in the UK. Key aspects of the design and construction are described. ...
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Détails bibliographiques

Auteur(s): (Flint & Neill Ltd (COWI Group), London, UK)
(Flint & Neill Ltd (COWI Group), London, UK)
(Flint & Neill Ltd (COWI Group), London, UK)
(Flint & Neill Ltd (COWI Group), London, UK)
(Fhecor, Madrid, Spain)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016
Publié dans:
Page(s): 2275-2282 Nombre total de pages (du PDF): 8
Page(s): 2275-2282
Nombre total de pages (du PDF): 8
Année: 2016
DOI: 10.2749/stockholm.2016.2266
Abstrait:

The Mersey Gateway Bridge is being procured under a design, build, finance and operate contract, one of the largest of its type in the UK. Key aspects of the design and construction are described. The crossing is 2.25km long and includes a 1km long three tower cable stayed bridge across the River Mersey estuary together with approach viaducts to the north and south. Main spans are 294m and 318m, approach viaduct spans are around 70m each. The deck features a single central plane of cables and a continuous single cell concrete box girder 4.6m deep with transverse post tensioned ribs at around 6m centers. Construction of the cable stayed bridge is based on the balanced cantilever principle and the approach viaducts are built using full span in-situ casting on a self-propelled moveable scaffold system.

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