不同再生细骨料取代率混凝土的抗压及干燥收缩试验研究

摘要

对不同再乍细骨料替代率混凝土的抗压性能和干燥收缩性能进行研究.结果表明,随着再生细骨料替代率的提高,再生混凝土呈脆性趋势发展,但当采用基于自由水灰比的配合比设计方法和二次搅拌工艺时,再生细骨料混凝土的强度基本与普通混凝土相近.再生混凝土的收缩机理与普通混凝土基本相同,再生细骨料混凝土的收缩值随龄期增长而逐渐增大;再生混凝土的干燥收缩率大于普通混凝土;随着再生细骨料替代率的增加,再生混凝土收缩率随之增大.%Both compressive test and drying shrinkage test on recycled aggregate concrete with different fine recycled aggregate replacement ratio were studied. The reaults show that with the replacement ratio increase,recycled concreie are becoming more and more brittle:with the mixing proportion design of free W/C and the secondary mixing process,compressive intensity of recycled cancrete iB nearly comparable with those of normal concrete with similar composition.The shrinkage theory of the recycled concrete is the same as natural aggregate concrete,with the increase of the curing ages,the shrinkage of the recycled concrete increases;the shrinkage of the recycled concrete is higher than that of natural aggregate concrete;with the ingrease of the replacement rate,the shrinkage of the recycled concrete increases.