首页> 外文期刊>Permanent way institution journal and report of proceedings >Single span strengthening of a listed masonry arch railway viaduct: COL 120A, Castlefield Viaduct, Manchester
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Single span strengthening of a listed masonry arch railway viaduct: COL 120A, Castlefield Viaduct, Manchester

机译:单跨加固列出的砌体拱铁路高架桥:COL 120A,Castlefield高架桥,曼彻斯特

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摘要

Commissioned in November 2017, the Ordsall Chord viaduct directly connects Manchester's Piccadilly and Victoria railway stations for the first time; reducing rail congestion, allowing new services to be introduced, and forecast to create over £4bn of subsequent economic benefit. A deteriorated span of the existing Grade Ⅱ listed 1845 Castlefield Viaduct required strengthening to accommodate a new alignment of rail tracks to be borne by the structure in conjunction with viaduct's 'widening', (construction of a new viaduct extension at one side to increase the width of the deck), to allow branching onto the Chord. This paper provides an account of the key design issues which were overcome in order to generate an effective strengthening solution. The benefits of a collaborative approach to working form a recurring theme throughout the narrative.
机译:Ordsall Chord高架桥于2017年11月投入使用,首次直接连接曼彻斯特的Piccadilly和Victoria火车站;减少铁路拥堵,允许引入新服务,并预计将创造超过40亿英镑的后续经济效益。现有的二级1845年Castlefield高架桥的跨度变差,需要加强以适应该结构要承载的新轨道,同时还要配合高架桥的“加宽”,(在一侧建造新的高架桥扩展以增加宽度) ),以允许分支到和弦上。本文介绍了为了产生有效的加固解决方案而克服的关键设计问题。在整个叙述中,采用协作方式工作的好处形成了反复出现的主题。

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