新型Storstrøm桥-预应力箱梁设计

Luca Cargnino, E. Po
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引用次数: 2

摘要

新Storstrøm大桥是一座3.8公里长的铁路和公路桥,目前正在建设中。它将成为丹麦第三长的桥梁。它包括两座44跨径的高架桥,通常长80米,以及一座位于海峡交叉处中央的单塔斜拉桥,两座160米的航行跨径。25米宽的桥面是一个独特的非对称截面和宽悬臂的预应力混凝土箱梁。它有一条双轨高速铁路和一条由双车道公路和步行自行车组成的行车道。设计与建造合同规定的施工进度紧迫,要求使用完整的预制箱梁。采用一跨一跨的施工方法,安装典型的73米长预制段。本文介绍了箱梁设计的主要挑战,包括施工方法、不同寻常的截面和严重不对称的交通荷载。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The New Storstrøm Bridge – Prestressed Box Girder Design
The New Storstrøm Bridge is a 3.8 km long combined rail and road bridge currently under construction. It will be Denmark’s third longest bridge. It comprises two approach viaducts with 44 spans, typically 80 m long, and a single-tower cable stayed bridge located centrally within the strait crossing, with two 160 m navigational spans. The 25 m wide deck is a prestressed concrete box girder with a unique asymmetric cross section and wide cantilevers. It carries a two-track, high speed railway and a carriageway comprising a two-lane road and a combined pedestrian-cycle. The tight construction schedule imposed to the Design & Build Contract requires the use of full prefabrication of the box girder. A span-by-span construction method based on the erection of typically 73 m-long precast segments is adopted. This paper presents the main challenges of the box girder design due to the construction method, the unusual cross-section and the heavily asymmetric traffic loading.
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