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On Effect of Superplasticizers and Mineral Additives on Creep Factor of Hardened Cement Paste and Concrete

机译:高效减水剂和矿物质添加剂对硬化水泥浆和混凝土蠕变因子的影响

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The relationship between the creep factor of concrete and hardened cement paste and the E-modulus of aggregate and evaluation of the effects of some modifiers on the creep factor of the hardened cement paste was determined. The influence of the SP on the creep factor of hardened cement paste is ambiguous: SP may increase, decrease, or not change the creep factor. The possible deviation of creep factor of hardened cement paste with the SP in certain cases can be up to 4 times. The average statistical increase in the creep factor of hardened cement paste may be 7 to 35%. The creep factor of regular concrete is equal 0.43 - 0.9 value of the creep factor of hardened cement paste. Superplasticizers may increase the creep of concrete up to 30% and in some cases - up to 3 times. Silica fume, metakaolin, white ash, including when used with the superplasticizers, may reduce the creep of concrete from 15 to 50%. An equation was suggested to calculate the E-modulus of concrete with the volume of hardened cement paste of 0.27 - 0.35 as a function of E-modulus of hardened cement paste and E-modulus of the aggregates. hardened cement paste, concrete, creep factor, chemical admixtures, mineral additives.
机译:确定了混凝土和硬化水泥浆的蠕变因子与骨料的E-模量之间的关系,并评估了一些改性剂对硬化水泥浆的蠕变因子的影响。 SP对硬化水泥浆的蠕变因子的影响是模棱两可的:SP可以增加,减小或不改变蠕变因子。在某些情况下,使用SP的硬化水泥浆的蠕变因子的偏差可能高达4倍。硬化水泥浆的蠕变因子的平均统计增量可能为7%到35%。普通混凝土的蠕变系数等于硬化水泥浆的蠕变系数的0.43-0.9。高效减水剂可将混凝土的蠕变提高至30%,在某些情况下,可提高至3倍。硅粉,偏高岭土,白灰(包括与高效减水剂一起使用时)可将混凝土的蠕变降低15%至50%。建议使用方程式计算硬化水泥浆的体积比为0.27-0.35的混凝土的E模量,作为硬化水泥浆的E模量和骨料的E模量的函数。硬化水泥浆,混凝土,蠕变因子,化学外加剂,矿物添加剂。

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