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Innovative Developments in Steel and Concrete Composite Plates for Two Recent French Bridges: The Saint Lazare Bridge and the Guerville Viaduct

机译:法国最近的两座桥梁:圣拉扎尔桥和盖维尔高架桥的钢和混凝土复合板的创新发展

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摘要

Two complex bridges were recently completed using the concept of composite plate design. The first bridge to use this method, the Saint Lazare Bridge, crosses the busiest railway network in the city of Paris. The bridge consists of a 125-m-long steel box deck with a deck width of 17.5 m resting on V-shaped piers. The thickness of the concrete slab is 120 mm. The second bridge, currently under construction, is the Guerville Viaduct. This viaduct is a 360-m-long concrete-steel composite bridge with two I-shaped girders linked together by floor beams. The design of the central part of the deck, which is governed by a central span length of 116.5 m, requires a lighter and thinner slab than the typical reinforced concrete top slab. This led to the use of a composite plate that is 160 mm thick for the 157-m central part of the bridge. This paper presents the general design of both bridges along with the specific methodologies and calculations used for the composite deck plate designs.
机译:最近使用复合板设计概念完成了两个复杂的桥梁。使用此方法的第一座桥梁,圣拉扎尔桥,穿过巴黎市最繁忙的铁路网。这座桥由125米长的钢制箱形甲板组成,甲板宽度为17.5 m,位于V形墩上。混凝土板的厚度为120毫米。正在建设中的第二座桥梁是Guerville高架桥。该高架桥是360米长的混凝土-钢复合桥,上面有两个I型梁,它们通过楼板梁连接在一起。甲板中央部分的设计受116.5 m的中央跨度长度支配,与典型的钢筋混凝土顶板相比,它需要更轻更薄的板。这导致在桥梁中心157米处使用厚度为160 mm的复合板。本文介绍了这两种桥梁的总体设计,以及用于复合甲板设计的特定方法和计算。

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