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Effects of Nano-CaCO3 on the Compressive Strength and Microstructure of High Strength Concrete in Different Curing Temperature

机译:纳米CaCO3对不同固化温度高强度混凝土抗压强度和微观结构的影响

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In this paper,effects of nano-CaCO3 on compressive strength and Microstructure of high strength concrete in standard curing temperature(21 ± 1°C) and low curing temperature(6.5 ± 1°C)was studied.In order to improve the early strength of the concrete in low temperature,the early strength agent calcium nitrite was added into.Test results indicated that 0.5% dosage of nano-CaCO3 could inhibit the effect of calcium nitrite as early strength agent,but 1% and 2% dosage of nano-CaCO3 could improve the strength of the concrete by 13% and 18% in standard curing temperature and by 17% and 14% in low curing temperature at the age of 3days.According to the XRD spectrum,with the dosage up to 1% to 2%,nano-CaCO3 can change the orientation index significantly,leading to the improvement of strength of concrete both in standard curing temperature and low curing temperature.
机译:在本文中,研究了纳米CaCO3对标准固化温度(21±1°C)和低固化温度(6.5±1°C)的高强度混凝土抗压强度和微观结构的影响。为了提高早期强度在低温下的混凝土中,加入了早期强度剂亚硝酸钙。最终结果表明,纳米CaCO3的0.5%剂量可以抑制亚硝酸钙作为早期强度剂的影响,但纳米的1%和2%剂量CaCO3可以将混凝土的强度提高13%和18%,标准固化温度为17%和14%,在3日期的低固化温度下为17%和14%。根据XRD谱,剂量可达1%至2 %,纳米Caco3可以显着改变取向指数,导致在标准固化温度和低固化温度下改善混凝土强度。

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