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Condition of Reinforced Concrete Structures and their Degradation Mechanism at the Former Auschwitz Concentration and Extermination Camp

机译:前奥斯威辛浓度和灭菌营地钢筋混凝土结构及其降解机制的条件

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摘要

This paper presents the results of investigations on reinforced concrete structures present in the former Auschwitz I and Auschwitz II-Birkenau concentration and extermination camp. Field inspection employing the non-destructive method of reinforcement potential measurement according to the ASTM-C 876-15 standard, followed by laboratory investigations performed on genuine historic reinforced concrete samples collected from the former Auschwitz camp, allowed assessment of the actual condition of this 70-year-old construction material. Electrochemical potential measurements allowed mapping of the regions characterized by enhanced reinforcement corrosion risk and the regions of its immunity. The composition of concrete, water absorbency, content of detrimental salts, and degree and profile of carbonation as well as mechanical properties were evaluated. Results revealed the most common and probable mechanism responsible for degradation of the reinforced concrete structures in the former Auschwitz camp.
机译:本文介绍了前Auschwitz I和Auschwitz II-Birkenau集中和灭菌阵营的钢筋混凝土结构的研究结果。田间检查采用根据ASTM-C 876-15标准的强化潜能测量的非破坏性方法,随后对从前Auschwitz阵营收集的真正历史钢筋混凝土样本进行了实验室调查,允许评估70的实际情况 - 旧建筑材料。电化学潜在测量允许绘制所征的区域,该区域具有增强的增强腐蚀风险和免疫区域。评价混凝土,吸水性,有害盐的含量和碳化度的程度和型材以及机械性能的组成。结果揭示了最常见的最常见的机制,负责前Auschwitz营地的钢筋混凝土结构的降解。

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