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机构地区:[1]南京工业大学材料科学与工程学院,材料化学工程国家重点实验室,南京210009
出 处:《硅酸盐通报》2014年第10期2745-2751,共7页Bulletin of the Chinese Ceramic Society
摘 要:试验采用RILEM AAR-5小混凝土柱法、ASTM C1260砂浆棒快速法、CECS48压蒸法和RILEM AAR-4加速混凝土棱柱体法检测了石门坎砂岩、两河口砂岩、锦屏砂岩、舟山安山岩和硅质白云岩的碱-硅酸反应活性,并将几种试验方法的结果进行比较,以评价RILEM AAR-5对硅质集料碱-硅酸反应活性检测的适应性。结果表明,对于慢性膨胀集料锦屏砂岩,RILEM AAR-5比ASTM C1260和CECS48检测更准确;硅质集料的小混凝土柱法(RELEM AAR-5)28 d膨胀率可以很好的预测混凝土棱柱体法试验结果;硅质集料尺寸与膨胀率的大致关系为RILEM AAR-5(5-10 mm,28 d)〉ASTM C1260(0.16-5 mm,14 d)〉CECS48(0.16-0.63 mm,6 h);碱-硅酸反应除受活性组分(化学因素)影响外,活性组分在集料中的分布(构造特征)也有重要作用。The alkali-silica reactivity of sandstones,andesite and siliceous dolomite was evaluated by RILEM AAR-5 concrete microbars,ASTM C1260 accelerated mortar bars,CECS48 autoclaved mortar bars and RILEM AAR-4 concrete prisms. The expansions of the specimens were compared to evaluate the applicability of RILEM AAR-5 concrete microbars on testing the alkali-silica reactivity of siliceous aggregates. The results showed that RILEM AAR-5 was more accurate than ASTM C1260 and ECES48 in detecting the alkali-silica reactivity of chronic expanding aggregate( Jin Ping sandstones). The expansion results of concrete microbars at 28 d could predict the testing results of concrete prisms well. And the relationship between aggregates size and expansions was RILEM AAR-5( 5-10 mm,28 d) ASTM C1260( 0.16 -5 mm,14 d) CECS48( 0.16-0.63 mm,6 h). In addition to the content of reactivity component( chemical factors) of aggregates,the distribution of reactivity component( structural characteristics) may also have an important role on alkali-silica reaction.
分 类 号:TU528[建筑科学—建筑技术科学]
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