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首页> 外文期刊>Proceedings of the Institution of Civil Engineers: Bridge Engineering >Queensferry Crossing, UK: towers, piers and abutments - design and construction
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Queensferry Crossing, UK: towers, piers and abutments - design and construction

机译:Queensferry Crossing,UK:塔,码头和基台 - 设计和施工

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摘要

The new Queensferry Crossing near Edinburgh in Scotland, UK, is a cable-stayed bridge with a total length of 2637-5 m and three towers up to 210 m high. The two cable-supported main spans are 650 m long, the two back spans are 223 m long and there are approach viaducts at each end, with variable spans up to 104 m. The two cable planes are arranged centrally between both carriageways and overlap in the centre of the main spans. This special feature is necessary in order to stabilise the deck and, especially, the central tower. Unique design features such as the world's longest pair of free-standing cantilevers with an overall length of 644 m and constructing the works in an exposed location experiencing adverse weather conditions put very high demands on the engineers and workers involved. This paper describes the design and construction of the substructures compromising three towers, hold-down piers, approach piers and abutments.
机译:英国苏格兰的Edinburgh附近的新Queensferry穿越,是一座斜拉桥,总长度为2637-5米,三塔高达210米高。两个电缆支撑的主跨度长650米,两个背部跨度长223米,每端都有接近高架桥,可变跨度高达104米。两个电缆平面布置在两个车道之间,在主跨度的中心之间重叠。这种特殊功能是必要的,以稳定甲板,特别是中央塔。独特的设计功能,如世界上最长的独立悬臂,整体长度为644米,在曝光地点的曝光地点构建作品,对涉及的工程师和工人提供了非常高的要求。本文介绍了损害三个塔,压紧墩,接近码头和基台的子结构的设计和构造。

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