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Collapse and Repair of a Beam Support of the General Rafael Urdaneta Bridge, Crossing the Maracaibo Lake in Venezuela

机译:Rafael Urdaneta大桥一般Rafael Urdaneta桥梁的崩溃和修复,穿过委内瑞拉的Maracaibo湖

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The General Rafael Urdaneta (GRU) Bridge is one of the pioneering cable-stayed structures in the world and one of the largest in Latin America, extending over 8 kilometers. Designed by Riccardo Morandi, it opened to traffic in 1962. The main features of the bridge are the seven 240-meters cable-suspended spans. The rest of the structure is composed of 134 piers, supporting simple supported spans. Each of these consists of four prepressed girders, tied transversely by five diaphragms: two located at the ends of the beams and three evenly spaced within the span. It February 2010, a settlement of one of the simple supported spans was observed over Pier 27. After a visual inspection of the structure it was noticed that the support of one of the beams was out of place and the beam was “hanging” from the end diaphragm. An emergency retrofitting program was conducted, and the supports of the affected span were replaced. A portion of the deck had to be uplifted with flat-jacks which applied more than 200 tons to allow for the change of supports. This paper will present a description of the bridge, including the structure and foundations, the damaged caused by the loss of support of one girder and the retrofitting process.
机译:Rafael Urdaneta一般是世界上先锋缆索的缆索结构之一,也是拉丁美洲最大的桥梁之一,延伸超过8公里。它由Riccardo Morandi设计,它于1962年开放到交通。桥梁的主要特点是七个240米的电缆悬挂跨度。其余结构由134个码头组成,支持简单的支持跨度。这些中的每一个由四个预压梁组成,横向地绑定五个隔膜:两个位于梁的端部,并且在跨度内均匀地间隔开。它2010年2月,在码头27上观察到了一个简单的支持跨度的解决方案。在对结构的目视检查后,注意到其中一个梁的支撑不合适,梁“悬挂”结束隔膜。进行了应急改造程序,并更换了受影响的跨度的支撑。甲板的一部分必须用扁平千斤顶升起,施加超过200吨以允许支持的变化。本文将展示桥梁的描述,包括结构和基础,由一个梁的支撑损失和改造过程引起的损坏。

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