Nonmetallic reinforcement at the cap widening of Carola Bridge in Dresden

Harald Michler, Silke Scheerer, Stefan Burgard, Holger Kalbe, Manfred Curbach
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引用次数: 1

Abstract

The Carola Bridge (Carolabrücke), built in 1971, has a length of approximately 375 m and takes the tram and the B 170 federal road in Dresden across the river Elbe. The intensive use of the bridge and deficits in user-friendliness made building measures inevitable. One part was the widening of the upstream bridge cap. Here, the application of a new nonmetallic reinforcement within the concrete cover was planned to improve the service life of the cap, a so far unique method. Based on an installation test and an investigation of the cracking behavior, both described in the paper, two reinforcement configurations were selected for practical application. The project provides an ideal opportunity to bring carbon and basalt reinforcements closer to the public and to demonstrate their cast in during normal operation on a concrete construction site.

Abstract Image

德累斯顿卡罗拉大桥桥头加宽处的非金属加固
卡罗拉桥(carolabr cke)建于1971年,全长约375米,将有轨电车和德累斯顿的b170联邦公路跨越易北河。桥梁的密集使用和用户友好性的缺陷使得建筑措施不可避免。其中一部分是上游桥帽的加宽。在这里,计划在混凝土覆盖层内应用新的非金属钢筋,以提高桥帽的使用寿命,这是迄今为止唯一的方法。根据本文所述的安装试验和开裂行为研究,选择了两种加固配置进行实际应用。该项目提供了一个理想的机会,使碳和玄武岩增强材料更接近公众,并在混凝土施工现场的正常操作中展示它们的浇筑效果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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