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Project design and construction of the Trapagaran Viaduct in Bilbao (Spain)

机译:西班牙毕尔巴鄂特拉帕加兰高架桥的项目设计和施工

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摘要

The Trapagaran viaduct was divided into 3: main viaduct, access viaduct and transition area. Thernmain viaduct is 670 m long with 125 m spans. It is formed by a 35.60 m wide, 5.90 m deeprnprestressed concrete box cross section. The access viaduct is formed by four separate structuresrnwith spans reaching 86 m. Each of the decks is made up of a mixed 3.50 m deep box girder. Thernfour branches converge in the transition area displaying complex geometry. The transition area is arnprestressed concrete structure of approximately 60 m in span executed on falsework.
机译:Trapagaran高架桥分为3:主高架桥,入口高架桥和过渡区域。 Thernmain高架桥长670 m,跨距125 m。它由35.60 m宽,5.90 m深的预应力混凝土箱形截面形成。入口高架桥由四个独立的结构组成,跨度达86 m。每个甲板由一个混合的3.50 m深的箱形梁组成。这四个分支在过渡区域收敛,显示出复杂的几何形状。过渡区是桥架上的预应力混凝土结构,跨度约为60 m。

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