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Research on Curing Behavior of Concrete with Anti-Frost Admixtures at Subzero Temperature

机译:亚零温度抗霜混凝土混凝土固化行为研究

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The purpose of this paper is research on curing behavior of cold-weather concrete with anti-frost admixtures. During the study derivative thermal and X-ray phase analyses were performed and tests were carried out according to the standard GOST technique. The research results obtained reveal the peculiarities of cement hydration and concrete curing at subzero temperatures. The influence of subzero temperatures and anti-frost admixtures on hydrated phases of hardened cement paste and concrete strength formation was studied. It is found that cold-weather concrete does not cure at subzero temperatures, but when defrosting it attains 80 to 85% of its grade strength by the 28~(th) day. Concrete achieves its grade strength when curing in normal conditions in 60 days only. Freezing concrete with anti-frost admixtures results in increase of calcium hydroxide content in hardened cement paste immediately when produced and has increased tendency of concrete to carbonation.
机译:本文的目的是抗霜混凝土抗霜混凝土固化行为的研究。在研究期间,进行衍生物热和X射线相分析,并根据标准的GOST技术进行测试。获得的研究结果揭示了在亚零温度下水泥水化和混凝土固化的特性。研究了亚零温度和抗霜混合对硬化水泥浆料和混凝土强度形成水合阶段的影响。结果发现,冷气候混凝土在分零温度下不固化,但在除霜时,它在28〜(Th)的一天中达到其等级强度的80%至85%。混凝土在60天内在正常情况下固化时,达到其等级强度。抗冻混凝土混凝土在产生时立即导致硬化水泥膏中的氢氧化钙含量增加,并增加了混凝土的倾向。

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