使用多晶混合防水材料缓解混凝土中的碱-硅反应

Maher Al-Jabari , Radi Al-Rashed , Michael E. Ayers
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摘要

碱硅酸反应引起的混凝土劣化是与孔隙率和渗透性相关的混凝土耐久性的一个严重问题。大多数缓解ASR的工业解决方案都依赖于通过矿物掺合料或锂化合物控制配合比设计。提出了一种通过结晶防水材料的次要作用来减轻ASR的创新方法。将多结晶增强剂(MCE)的水溶液与水混合或以水泥重量的2%的剂量添加到混凝土混合物中,然后在固化时将压力下的渗透性降低99%以上。这项研究表明,ASR缓解可以通过在新拌混凝土混合物中加入MCE或通过预润湿骨料来实现。根据ASTM C1260的方法进行实验。研究的独立实验变量包括水灰比、骨料类型、MCE添加方法和时间。MCE可以将骨料的性能从反应性改为等效于非反应性。研究结果表明,对于所有类型的骨料,ASR的长度膨胀随着水灰比的增加而增加,这归因于渗透率的增加。MCE添加到具有活性集料的混合物中,使ASR的电阻率提高了45%-77%。MCE在减轻ASR方面的功能也通过使用具有长期ASR测试的混凝土试样(ASTM C1293)得到证实。
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Mitigation of alkali silica reactions in concrete using multi-crystalline intermixed waterproofing materials

Concrete deterioration by Alkali Silica Reactions (ASR) is a severe issue of concrete durability associated with porosity and permeability. Most of the industrial solutions for mitigating ASR rely on controlling the mix design by mineral admixtures or lithium compounds. An innovative approach for mitigating ASR through a secondary role of crystalline waterproofing materials is presented. An aqueous solution of Multi-Crystallization Enhancer (MCE) is intermixed with water or added to the concrete mixture, at a dosage of 2% by weight of cement, then upon curing reduces the permeability under pressure by more than 99%. This study shows that ASR mitigation can be accomplished by incorporating the MCE in the fresh concrete mixture or by prewetting the aggregates. The experiments were made according to the methods of ASTM C1260. The investigated independent experimental variables included water to cement ratio, types of aggregates, method of the MCE addition, and time. The MCE can change the performance of aggregates from reactive to be equivalent to non-reactive. The findings demonstrate that the length expansion from ASR increases with increasing the w/c ratio for all types of aggregates attributed to the increase in the permeability. The MCE addition to mixtures with reactive aggregates enhances the resistivity against ASR by a percentage in the range of 45%-77%. The functionality of the MCE in mitigating the ASR is also confirmed using concrete specimens with long term ASR testing (ASTM C1293).

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