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Temporary propping at Crossrail Paddington station.

机译:Crossrail Paddington站的临时支撑。

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摘要

The construction of Crossrail Paddington station in London (between 2011 and 2018) required a large temporary propping system, which contained one of the most comprehensive monitoring schemes to date. This paper explores the design and operation of this system through the analysis of a data set collected during the construction period and the numerical modelling undertaken at Durham University. The effects of temperature variation on the partially exposed propping system are quantified, as well as the impact of events in the construction sequence including slab casting, adjacent prop removal and excavation. Several lessons were learned during the construction, in terms of prop installation and removal and the management of the monitoring system. These are discussed for the benefit of future projects using temporary propping and monitoring schemes. The findings from this research have led to a greater understanding of the behaviour of propping systems under different environmental conditions, and may therefore lead to more efficient and safer designs in the future.
机译:伦敦Crossrail Paddington车站的建设(2011年至2018年)需要一个大型的临时支撑系统,该系统包含了迄今为止最全面的监控方案之一。本文通过对在施工期间收集的数据集进行分析并在达勒姆大学进行的数值建模来探索该系统的设计和操作。量化了温度变化对部分暴露的支撑系统的影响,以及施工过程中事件的影响,包括平板铸造,相邻的支撑物移除和开挖。在施工过程中,从道具的安装和拆卸以及监控系统的管理方面吸取了一些教训。为了使将来的项目受益,我们使用临时的支撑和监视方案进行了讨论。这项研究的结果使人们对支撑系统在不同环境条件下的行为有了更深入的了解,因此可能在将来导致更高效,更安全的设计。

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