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HIGH FLUIDITY ULTRAHIGH EARLY-STRENGTH ADMIXTURE AND HIGH FLUIDITY ULTRAHIGH EARLY-STRENGTH CONCRETE
HIGH FLUIDITY ULTRAHIGH EARLY-STRENGTH ADMIXTURE AND HIGH FLUIDITY ULTRAHIGH EARLY-STRENGTH CONCRETE
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机译:高流动性超高强度早期混凝土和高流动性超高强度早期混凝土
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摘要
PROBLEM TO BE SOLVED: To provide a high fluidity ultrahigh early-strength admixture giving a concrete using a general-purpose cement and added with an admixture which exhibits a ratio of slump flow value at 120 minutes after kneading to slump flow value just after kneading is ≥80% and having a ≥10 N/mm2 compressive strength in 1 day material age, and to provide its high fluidity ultrahigh early-strength concrete.;SOLUTION: The high fluidity ultrahigh early-strength admixture includes soluble cellulose, alkali sulfate and a polycarboxylic acid-based water-reducing agent, in which the viscosity of a 1% concentration aqueous solution of the soluble cellulose at 20°C by a rotational viscometer is ≤20 mPa S at neutral, and 1,000-10,000 mPa S at a pH of 12 to 13, and the high fluidity ultrahigh early-strength concrete includes the admixture.;COPYRIGHT: (C)2009,JPO&INPIT
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机译:解决的问题:提供一种高流动性的超高早强掺合料,该掺合料使用通用水泥在混凝土中添加,并添加一种在捏合后120分钟时坍落度流量值与刚捏合后的坍落度流量值之比的混合物。 80%且在材料使用1天后具有10 N / mm 2 Sup>的抗压强度,并提供高流动性的超高早强混凝土。强度混合物包括可溶性纤维素,碱式硫酸盐和一种多羧酸基减水剂,其中旋转式粘度计在20℃下的浓度为1%的可溶性纤维素水溶液在中性时的粘度为≤ 20 mPa S ,以及在12至13的pH值下1,000-10,000 mPa S的情况下,该高流动性超高早强混凝土包括该掺合料。;版权所有:(C)2009,JPO&INPIT
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