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Assessment of the 2014 structural collapse of Batalha dos Guararapes viaduct Brazil

机译:评估2014年Batalha Dos Guararapes Viaduct Brazil的结构崩溃

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The urban viaduct Olimpio Mourao Filho in Belo Horizonte, Brazil, also known as Batalha dos Guararapes viaduct, partly collapsed while under construction in July 2014, killing two people. The 375 m structure consists of seven box-section spans that were concreted on-site and prestressed with post-tensioned cables. A week after the end of the central part shoring was removed, a central column and two adjacent spans collapsed onto the road below, killing two people. No additional loads had been applied from the beginning of the shoring removal until the collapse. This paper describes the viaduct project and analyses the reasons that led to the collapse. The collapsed column was supported by ten 0.8m dia. piles. The failure occurred abruptly and was caused by insufficient longitudinal reinforcement of the pile cap block. At the time of the collapse, the column load was fully transferred to the two central piles, driving them 7.5m into the ground and leading to the viaduct collapse.
机译:城市高架桥Olimpio Mourao Filho在巴西贝罗哈拉州贝罗·奥里塔尔岛,也称为Batalha Dos Guararapes高架桥,部分折叠在2014年7月的建设中,杀死了两个人。 375米的结构由七个盒子侧跨度组成,该跨度是现场混凝土的,并用张紧的电缆预应力。在中央部分支撑末端后一周,中央柱和两个相邻的跨度倒在下面的道路上,杀死了两个人。在支撑拆除之前没有额外的载荷应用,直到崩溃。本文介绍了高架桥项目并分析了导致崩溃的原因。折叠柱由十个0.8M直径支撑。桩。故障突然发生,并且由桩帽块的纵向加固不足引起。在崩溃时,柱载荷完全转移到两个中央桩,将7.5米进入地面并导致高架桥崩溃。

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