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Strengthening of the Hammersmith Flyover, London (Phase 2) - design of the prestress

机译:伦敦哈默史密斯天桥的加固(第二阶段)-预应力设计

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摘要

Hammersmith Flyover is an early precast segmental bridge located in west London which is now owned by Transport for London (TfL), the city's integrated transport authority. It has prestress which is described as external but runs in grouted ducts for some of its length. The prestress was deteriorating seriously and emergency strengthening to critical sections was installed in 2012. It was decided in anticipation of further deterioration that new prestress should be installed to make the structure independent of the original and allow for the possibility of this becoming completely ineffective. This is believed to be the first time that full replacement prestress has been installed in a bridge where it was not possible to remove the original. This paper describes the design, design approach and challenges, including use of innovative techniques which have won an award and bespoke design approaches. Much of the difficulty resulted from the original form of the bridge, which left very little space for the new prestress, and from the requirement to minimise disruption to traffic both below and on the bridge.
机译:Hammersmith Flyover是一座位于伦敦西部的早期预制分段桥,现在由伦敦综合运输当局伦敦运输局(TfL)拥有。它具有预应力,该预应力被描述为外部应力,但在一定长度下在灌浆管道中延伸。预应力严重恶化,并在2012年对关键断面进行了紧急加固。出于进一步恶化的考虑,决定应安装新的预应力以使结构独立于原始结构,并允许这种结构完全失效。据信,这是第一次在无法拆除原件的桥中安装了完全替换的预应力。本文介绍了设计,设计方法和面临的挑战,包括已获得奖项和定制设计方法的创新技术的使用。大部分困难是由于桥梁的原始形式而造成的,该形式为新的预应力留了很少的空间,并且要求将对桥梁下方和上方交通的干扰降到最低。

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