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Effects of Additives on the Hydration of Cement Paste with Large Water Solid Ratio (W/S=1) and the Microstructure of the Hardened Cement Paste

机译:添加剂对大水固定比(W / S = 1)水泥浆料水合的影响及硬化水泥浆料的微观结构

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Ordinary Portland cement(OPC), low heat Portland cement(LHC) and Eco-cement(EC) pastes in the presence of various additives such as limestone powder, granulated blast furnace slag, silica fume or fly ash with large water solid ratio (W/S=1) were prepared by using special viscosity thickener and polycarboxylic acid type superplasticizer. These pastes were cured for 1day to 4years in water at 20C. Hydration process and microstructure were discussed by hydration rate and pore structure in the hardened pastes. Obtained results were summarized as follow. In the paste with large water solid ratio, hydration rate of cement was larger than that with generally used water cement ratio, because it was not affected by the decreasing effect of densification of microstructure by formation of hydrates. Belite in the cements was almost hydrated within the 182days of curing. The morphology of hydrates was changed considerably with the kind of cement. And the morphology of the hydrates largely affected on the pore structure of the pastes. The large pore around 500nm in diameter was only observed in the hardened EC pastes of 1 years of curing. In the addition of lime stone powder, monocarbonate hydrate was produced and the amount of pore between 10-104nm in the hardened pastes were larger than that without additives. In the addition of slag, the amount of pore between 10-104nm in the hardened pastes was less than that without additives, the pore structure in the hardened pastes was changed considerably with the kind of cement. In the addition of silica fume, ettringite remained in the hardened paste for 4years of curing, pore size and the amount of pore between 10-104nm in the hardened pastes were small or less than that without additives.
机译:普通波特兰水泥(OPC),低热量兰地水泥(LHC)和生态水泥(EC)糊状物在各种添加剂如石灰石粉,颗粒状高炉炉渣,二氧化硅烟雾或粉煤灰具有大的水实线比(W. / s = 1)通过使用特殊的粘度增稠剂和多羧酸型超级塑化剂来制备。这些浆料在20℃下固化1天至4年的水。通过硬化浆料中的水合速率和孔结构讨论了水合过程和微观结构。获得的结果总结如下。在具有大水固体比的糊状物中,水泥的水合速率大于通常使用的水水泥比,因为它不受通过形成水合物的微观结构致密化的降低影响的影响。在182天的固化中,水泥中的肤色几乎是水分。水泥的水合物的形态随着水泥的种类而变化。水合物的形态很大地影响了浆料的孔结构。直径约为500nm的大孔隙仅在1年的固化的EC糊状物中观察到。在加入石灰石粉末中,制备一元碳酸氢盐水合物,硬化浆料10-104nm之间的孔的量大于没有添加剂的孔。在加入渣中,硬化浆料10-104nm之间的孔量小于没有添加剂的孔,在硬化糊状物中的孔结构随着水泥的种类而变化。在加入二氧化硅烟气中,Ettringite留在硬化浆料中,用于4年的固化,孔径和硬化浆料10-104nm之间的孔量小或小于没有添加剂。

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