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Design of the viaducts for the Line 3 of the Riyadh Metro LRT in Saudi Arabia

机译:沙特阿拉伯利雅得地铁轻轨3号线高架桥的设计

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In June 2013, three consortia were awarded the three construction packages that constitute the whole Riyadh Metro Project in Saudi Arabia for a total of 6 lines and 180 kilometres. International Bridge Technologies was in charge, as a subconsultant of Idom, of the complete structural scope of services for the 25.6 km of elevated viaduct that Riyadh Metro Package 2 comprises (Line 3, around 41.6 km, out of which 25.6 km are elevated). This scope consisted of the full range of services from conceptual tender design to final detailed design, including shop drawings production, construction engineering and construction site support. The Line 3 elevated viaduct consists of a three-cells precast segmental box-girder with typical simply-supported spans of 37 m and special continuous spans of 50 m. Six long span structures with spans varying from 60 m to 95 m were required for the special crossings over existing interchanges. Typical and continuous spans are erected span-by-span with an overhead truss while long spans are erected in balanced cantilever with cranes on the ground or lifting frames on the deck. The present paper is centred on the design of the elevated viaduct and presents the different structures with key features and how they were constructed to permit large scale standardisation and speed of construction. Some key design aspects are developed, in particular the design approach for the 3-cells box-girder as the most effective solution to satisfy the imposed aesthetic criteria. This paper also exposes the design approach adopted to produce a "design-for-demand" by relying as much as practically possible on a realistic modelling of the alignment and by limiting parametric design. This allowed for an optimisation of material quantities.
机译:2013年6月,三个财团获得了三个建筑包,构成了沙特阿拉伯整个利雅得地铁项目,共计6条线和180公里。作为Idom的顾问,国际桥梁技术公司负责Riyadh Metro Package 2所组成的25.6公里高架桥的完整服务结构范围(3号线,长约41.6公里,其中25.6公里为高架)。该范围包括从概念性招标设计到最终详细设计的全方位服务,包括车间图纸生产,建筑工程和施工现场支持。 3号线高架高架桥由三格预制分段箱梁组成,典型的简单支撑跨度为37 m,特殊连续跨度为50 m。现有交汇处的特殊交叉口需要六个跨度为60 m至95 m的大跨度结构。典型的和连续的跨度是通过高架桁架逐个跨度竖立的,而大跨度则是在地面悬吊式起重机或甲板上的起重框架的平衡悬臂中竖立的。本文以高架桥的设计为中心,并介绍了具有关键特征的不同结构以及如何构造它们以实现大规模标准化和加快施工速度。开发了一些关键的设计方面,尤其是3单元箱形梁的设计方法,这是满足施加的美学标准的最有效解决方案。本文还通过尽可能实际地依靠路线的实际建模并限制参数设计来揭示用于产生“按需设计”的设计方法。这样可以优化材料数量。

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