Effect of Steam Curing on Compressive Strength of Fly Ash Concrete

K. Kohno, Y. Mitsuiwa, Keisuke Ishimaru
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引用次数: 1

Abstract

The effects of steam curing conditions, such as the presteaming period and the maximum curing temperature, on the compressive strength of fly ash concrete were investigated and compared with those of plain concrete in order to use fly ash for precast concrete products. The replacement ratios of cement by fly ash were 0,20,and 40%. The presteaming period (2,4 and 6 hours) and maximum temperature during steam curing (65 and 80 degrees Centigrade) were varied in this test. The compressive strength of phi 100 x 200 mm cylinder specimens were determined at the ages of 1,7 and 28 days. As a result of this investigation, the adoption of a longer presteaming period of 4 to 6 hours and a maximum curing temperature of from 65 to 80 degrees Centigrade is recommended for the steam curing of fly ash concrete to obtain higher strength at various ages.
蒸汽养护对粉煤灰混凝土抗压强度的影响
为了将粉煤灰用于预制混凝土制品,研究了蒸汽养护条件(预蒸时间和最高养护温度)对粉煤灰混凝土抗压强度的影响,并与普通混凝土进行了对比。粉煤灰替代水泥的比例分别为0%、20%和40%。试验改变了预蒸时间(2小时、4小时和6小时)和蒸汽固化最高温度(65℃和80℃)。测定了φ 100 × 200 mm圆柱体试样在1、7和28天的抗压强度。研究结果表明,粉煤灰混凝土的蒸汽养护建议采用较长的预蒸时间为4 ~ 6小时,最高养护温度为65 ~ 80℃,以获得较高的龄期强度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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