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Ⅰ-GIRDERS METHOD USED TO SUPPORT EXISTING RAILWAY OPERATIONS DURING HIGHWAY UNDERPASS CONSTRUCTION

机译:Ⅰ-Girders方法用于支持公路地下工程施工中的现有铁路运营

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In metropolitan areas, when a highway underpass project is being planned to go beneath an existing railway corridor, there are a number of concerns that could have an impact on the project. For example, will the underpass construction impact the existing railway operations? How to maintain the construction safety in both rail and highway operations? This paper brings construction technology using Ⅰ-girder systems to provide a solution for highway underpass projects constructing beneath the existing rail corridors. The Ⅰ-girder systems have been proved as a reliable method for highway underpass construction without the interruption of railway operations. This type of Ⅰ-girder systems has been widely used in several countries as a temporary "bridge" structure in support of dynamic rail movements during underpass construction. Depending on the spans of underpass structures, a contractor can decide the number of Ⅰ-girder units to be assembled and installed on site. This paper describes the construction procedures of the Ⅰ-girder systems installation and daily inspection processes. A case study is used to demonstrate the applicability of Ⅰ-girder systems in ensuring underpass construction smoothly while maintaining existing railway operations in a safety manner. During the construction of underpass, the contractor encountered geotechnical issues that had a severe impact on the construction safety and the integrity of foundation. This paper further discusses strategies that were used to mitigate the potential building collapses and foundation failures. It is concluded the method of Ⅰ-girder systems is capable of supporting railway dynamic movements during highway underpass construction.
机译:在大都市地区,当计划将高速公路地下通道项目穿到现有的铁路走廊下方时,存在许多可能会对该项目产生影响的问题。例如,地下通道建设会影响现有的铁路运营吗?如何在铁路和公路运营中维护施工安全?本文介绍了使用Ⅰ型钢梁系统的施工技术,为在现有铁路走廊下施工的高速公路地下通道工程提供了解决方案。事实证明,Ⅰ型梁系统是在不中断铁路运营的情况下进行高速公路地下通道施工的可靠方法。这种Ⅰ型梁系统已在多个国家广泛用作临时“桥梁”结构,以支持地下通道施工过程中的动态轨道运动。根据地下通道结构的跨度,承包商可以决定要在现场组装和安装的Ⅰ梁单元的数量。本文介绍了Ⅰ梁系统的安装程序和日常检查过程。通过案例研究证明了Ⅰ型梁系统在确保地下通道顺利建设的同时,又以安全的方式维持现有铁路运营的适用性。在地下通道的施工过程中,承包商遇到了岩土工程问题,这些问题严重影响了施工安全和地基的完整性。本文进一步讨论了用于缓解潜在建筑物倒塌和地基破坏的策略。得出的结论是,Ⅰ型大梁系统的方法能够支持公路地下通道施工过程中的铁路动态运动。

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