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首页> 外文期刊>Journal of Materials Research and Technology >Resistance of concrete containing ternary cementitious blends to chloride attack and carbonation
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Resistance of concrete containing ternary cementitious blends to chloride attack and carbonation

机译:含有三元水泥化混合物的混凝土对氯化物侵蚀和碳化的影响

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摘要

The resistance of concrete containing by-products materials to the combined influence of carbonation and chloride ingress has been studied. The fly ash (FA) and silica fume (SF) as by-products materials were used with ordinary Portland cement (OPC) in ternary cementitious system. Group of concrete mixes with water/cementitious blends materials ratio of 0.4 and have the same degree of workability and air content were investigated. Fresh concrete and hardened properties were measured. The concrete specimens were cured in water for 28 days, then they exposed to three stages of different environments. In stage I, samples immersed in artificial sea water for 5 months while in stage II, they exposed to 20?°C?+?60% RH?+?5% CO2for 18 weeks. In stage III, samples exposed to 20?°C?+?60% RH for 18 weeks. After immersing and exposing periods, the contents of soluble and total were determined using the titration analysis. The results showed improvement in the studied concrete properties due to using by-product cementitious materials and indicated a significant resistance to ingress of the chloride ions. Further, for all stages the results of cementitious blends mixes showed lower percent of soluble/total chloride than the control mix.
机译:研究了混凝土含有副产品材料对碳酸化和氯化物进入的综合影响的抵抗力。作为副产物材料的粉煤灰(FA)和硅粉(SF)与三元水泥系统中的普通波特兰水泥(OPC)一起使用。小组混凝土混合用水/水泥混合材料比例为0.4并具有相同程度的可加工性和空气含量。测量新的混凝土和硬化性能。将混凝土试样在水中固化28天,然后它们暴露于不同环境的三个阶段。在I阶段,在II期浸入人工海水中的样品浸入人工海水中,它们暴露于20℃?+?60%RH?+?5%CO2FOR 18周。在第III期,样品暴露于20?℃?+?60%RH 18周。浸没和暴露后,使用滴定分析测定可溶性和总量的含量。结果表明,由于使用副产物胶凝材料,所研究的混凝土特性提高,并表明了对氯离子的入口的显着抗性。此外,对于所有阶段,水泥共混物混合物的结果显示比对照混合物的溶解/总氯化物百分比较低。

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