Monitoring the microstructural deterioration of concrete exposed to leaching in purified water

Robert Schulte Holthausen, Melanie Merkel, Wolfgang Breit, Michael Raupach
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引用次数: 2

Abstract

Concrete is considered to be durable in permanent contact with water, making it a preferred material for the construction of drinking water reservoirs. More severe conditions, however, such as contact with purified water lead to the leaching of calcium and the deterioration of concrete surfaces. Due to the diffusive nature, deterioration begins superficially and ingresses with time. Consequently, concrete surfaces are severely damaged and the rebar-protective alkalinity can be lost. In this study, results from long-term laboratory leaching experiments in purified water of differently prepared concrete surfaces relevant for drinking water reservoirs are reported. Samples are monitored by both conventional laboratory techniques and, for the first time, by single-sided 1H nuclear magnetic resonance to gain knowledge on appearance and performance as well as the microstructural changes with sub-millimeter depth resolution. Results give a deepened insight into the time- and depth-depending material changes. Concrete with a lower w/c ratio, more durable cement, or a densified surface shows a slowed deterioration. The progressing leaching deterioration is described using a combined diffusion-erosion model that allows a more direct comparison of results to other exposures.

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纯净水浸出混凝土微观结构劣化的监测
混凝土被认为在与水的永久接触中是耐用的,使其成为建造饮用水水库的首选材料。然而,更严重的情况,如与纯净水接触,会导致钙的浸出和混凝土表面的恶化。由于弥漫性,恶化从表面开始,并随着时间的推移而进入。因此,混凝土表面受到严重破坏,钢筋保护碱度可能会丢失。在本研究中,报告了与饮用水水库相关的不同制备混凝土表面的纯净水长期实验室浸出实验结果。通过常规实验室技术和首次采用单面1H核磁共振技术对样品进行监测,以获得亚毫米深度分辨率下的外观和性能以及微观结构变化的知识。结果对随时间和深度变化的物质变化有了更深入的了解。混凝土与较低的w/c比,更耐用的水泥,或密实的表面表现出较慢的恶化。采用扩散-侵蚀联合模型来描述渐进性浸出恶化,该模型允许将结果与其他暴露进行更直接的比较。
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