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首页> 外文期刊>Proceedings of the Institution of Civil Engineers: Bridge Engineering >Design of a rail-road asymmetrical low-pylon cable-stayed bridge with a main span of 588 m
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Design of a rail-road asymmetrical low-pylon cable-stayed bridge with a main span of 588 m

机译:轨道路不对称低焦点斜拉桥设计,主要跨度为588米

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摘要

The Shangqiu–Hangzhou high-speed railway is 794.55 km long with a design speed of 350 km/h. The third Wuhu Yangtze River Bridge stands out as the key project of the whole railway. Restricted by the site conditions, the bridge is an asymmetrical low-pylon cable-stayed bridge with a main span of 588 m. To overcome the technical challenges of low stiffness and unfavourable axial force induced by the low pylons, a box-truss type composite section with a strong box at the lower deck and a weak truss above was creatively used in the design of the main girder. In addition, parallel steel wire cables coated with a zinc–aluminium alloy and with a tensile strength of over 2000 MPa were developed to withstand the tremendous axial force in the inclined cables. These two innovative solutions were successfully implemented in the construction of the bridge. This paper describes problem solving through creativity by addressing a few key issues faced by the designers.
机译:商丘 - 杭州高速铁路长794.55公里,设计速度为350公里/小时。第三楼长江大桥被作为整个铁路的关键项目。受到现场条件的限制,桥梁是一种不对称的低焦点斜拉桥,主要跨度为588米。为了克服低幽门诱导的低刚度和不利轴向力的技术挑战,在主梁设计中创造性地利用了一个箱桁架型复合件,上面具有强大的箱子和弱桁架。另外,涂有锌铝合金的平行钢丝电缆和具有超过2000MPa的拉伸强度的钢丝电缆,以承受倾斜电缆中的巨大轴向力。这两种创新解决方案在桥梁的建设中成功实施。本文通过解决设计师面临的一些关键问题来介绍通过创造力解决问题。

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