标题:
粉煤灰掺量对自密实混凝土收缩性能影响的试验研究Experimental Investigation on the Effect of Fly Ash Content to the Shrinkage of Self-Compacting Concrete
作者:
黄知元, 彭可可
关键字:
粉煤灰, 机制砂, 自密实混凝土, 收缩性能, 试验研究Fly Ash, Mechanism Sand, Self-Compacting Concrete, Shrinkage, Experimental Investigation
期刊名称:
《Open Journal of Transportation Technologies》, Vol.5 No.1, 2016-01-13
摘要:
采用机制砂配制自密实混凝土,通过试验研究分析粉煤灰掺量对自密实混凝土收缩性能的影响。通过固定水胶比等配合比参数,以粉煤灰掺量为变量,分别实验测试得到了掺0%、20%和43%三个水平的粉煤灰条件下机制砂自密实混凝土的干燥收缩、自收缩及温度收缩的变化规律。试验结果表明:掺加粉煤灰可减少机制砂自密实混凝土的收缩,且掺量低于20%时其对机制砂自密实混凝土的自收缩与干燥收缩的控制效果有限,而当粉煤灰掺量增加到40%左右时,其对机制砂自密实混凝土收缩的抑制作用显著。
The mechanism sand is used to make up self-compacting concrete, and the effect of fly ash content to the shrinkage of self-compacting concrete is researched by laboratory experiments. Water to binder ratio is fixed, and the fly ash content is variable at three levels, which are 0%, 20%, 40%. The change regulation of dry-shrinkage, self-shrinkage, temperature-shrinkage with the above three levels is obtained. The result shows that the fly ash can eliminate the shrinkage of self- compacting concrete. The elimination effect is limited when the fly ash content is 20%, and when the content of fly ash reaches to 40%, the elimination effect is significant.