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The impacts of in-situ carbonate seeding on the early hydration of tricalcium silicate

机译:原位碳酸酯接种对硅酸钙早期水合的影响

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The industrial injection of carbon dioxide into ready mixed concrete during mixing and batching can produce a measurable increase in hydration and a significant compressive strength increase. Physiochemical aspects of the mechanism were investigated through the analysis of a model tricalcium silicate system activated with a carbon dioxide addition immediately after hydration started. The attendant effects were examined through isothermal calorimetry, thermogravimetric analysis (TGA), scanning electron microscopy (SEM), transmission electron microscopy (TEM) and electron energy loss spectroscopy (EELS). Carbonate reaction products around 70 nm were observed to have formed within 60 s of the CO2 gas injection. Within 10 min the carbonates have been covered by new hydration products. The initial product formed appears to be an amorphous or poorly crystalline calcium carbonate. The overall reaction over 24 h was the same for the hydrated and CO2-activated cases although the latter instance included the formation of carbonate reaction products.
机译:在混合和批处理期间,将二氧化碳的工业注入二氧化碳变为准备混凝土,可以产生可测量的水化增加和显着的抗压强度。通过分析水合后的二氧化碳加入的模型硅酸钙系统的分析研究了该机制的生理化学方面。通过等温热量测定法,热重分析(TGA),扫描电子显微镜(SEM),透射电子显微镜(TEM)和电子能损光谱(EEL)来检查伴随效果。观察到碳酸盐反应产物约为70nm,形成在CO 2气体注入的60秒内。在10分钟内,碳酸盐已被新的水合产物覆盖。形成的初始产物似乎是无定形或结晶碳酸钙的无定形或差。对于水合和CO2活化的病例,24小时的整体反应是相同的,尽管后一种案例包括碳酸酯反应产物的形成。

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