放射性废物处置用混凝土拱顶的耐久性

G. Duffó, E. A. Arva, S. Farina, C. Giordano, C. Lafon
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引用次数: 2

摘要

在阿根廷共和国制定设计和建造最后处置中等水平放射性废料的设施的方案是原子能委员会的责任。拟议的模型是接近地面的整体储存库,类似于在西班牙El Cabril运行的储存库。这种类型的存储库的设计基于使用多个独立的冗余屏障。由于拱顶和顶盖由钢筋混凝土制成,它们是工程屏障的主要组成部分,因此这些混凝土结构的耐久性是设施完整性的重要方面。本文介绍了在过去6年中对高性能混凝土制成的钢筋混凝土试件进行的实验室和现场调查,以便根据电化学技术获得的数据预测中水平放射性废物处理拱顶的使用寿命。腐蚀传感器的发展,可以在线测量钢筋腐蚀电位和腐蚀电流密度,到达金属表面的进入氧流量,混凝土电阻率,氯化物浓度和混凝土内部温度。这些传感器适当地嵌入拱顶的原型中,可以监测嵌入结构中的钢筋的腐蚀过程。从传感器获得的所有信息都用于集装箱的最终设计,以实现比此类设施的预期耐用性(超过300年)更长的使用寿命。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Durability of Concrete Vaults for Radioactive Waste Disposal
The development of a program for the design and construction of a facility for the final disposal of intermediate-level radioactive wastes in the Argentine Republic is the responsibility of the Atomic Energy Commission (CNEA). The proposed model is the near-surface monolithic repository similar to that in operation in El Cabril, Spain. The design of this type of repository is based on the use of multiple, independent, and redundant barriers. Since the vault and cover are made of reinforced concrete and they are major components of the engineered barriers, the durability of these concrete structures is an important aspect for the facilities’ integrity. This paper presents a laboratory and field investigation performed during the last 6 years on reinforced concrete specimens made with high-performance concrete, in order to predict the service life of the intermediate-level radioactive waste disposal vaults from data obtained from electrochemical techniques. The development of corrosion sensors that allow on-line measurements of reinforcing steel corrosion potential and corrosion current density, incoming oxygen flow that reaches the metal surface, concrete electrical resistivity, chloride concentration, and internal concrete temperature is shown. These sensors, properly embedded in a prototype of the vault, allow the monitoring of the corrosion process of the reinforcing steel embedded in the structure. All the information obtained from the sensors is being used for the final design of the container to achieve a service life greater than the foreseen durability for this type of facilities (more than 300 years).
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