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混凝土与制品
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预湿砂浆颗粒对高强混凝土早期自收缩的影响

作者:陈佩圆1,马宏昊2,王宇轩1

关键字:预湿砂浆,颗粒,高强混凝土,早期,自收缩

 
(1.安徽理工大学 土木建筑学院,安徽 淮南  232001;
2.中国科学技术大学 近代力学系,中国科学院材料力学行为和设计重点实验室,安徽 合肥  230027)
 
    摘要:使用水灰比为0.5的早龄期砂浆颗粒对高强混凝土实施了内养护,研究了预湿砂浆颗粒对高强混凝土早期自收缩、抗压强度和显微结构的影响。结果表明:预湿砂浆颗粒可降低高强混凝土早期自收缩,掺量越大,减缩效果越显著,且适当的掺量对抗压强度影响较小;预湿砂浆颗粒掺量为12%时,可降低平均自收缩46.6%,而28 d强度仅降低6.7%;预湿砂浆颗粒是一种活性内养护载体,在混凝土中会继续水化,可改善水泥孔隙结构,提高界面密实性。
    关键词:内养护;预湿砂浆颗粒;自收缩;高强混凝土
    中图分类号:TU528.31        文献标识码:A        文章编号:1001-702X(2017)09-0001-04
 
Influence of pre-wetted mortar particles on the early-aged autogenous shrinkage of high-strength concrete
CHEN Peiyuan1,MA Honghao2,WANG Yuxuan1
(1.Institute of Civil Engineering and Construction,Anhui University of Science and Technology,Huainan 232001,China;
2.CAS Key Laboratory of Mechanical Behavior and Design of Materials(LMBD),Department of Modern Mechanics,
University of Science and Technology of China,Hefei 230027,China)
    Abstract:Early-age pre-wetted mortar particles with W/C of 0.5 were used as internal curing agent to investigate the influence on the early-age autogenous shrinkage,compressive strength and microstructure of high-strength concrete. Results showed that mortar particles as internal curing agent could mitigate the autogenous shrinkage of high-strength concrete,higher amount of added pre-wetted mortar particles could lead to more reduction of autogenous shrinkage. Proper amount of pre-wetted mortar particles would not significantly reduce the compressive strength,and 12% substitution ratio of sand by mortar particles could reduce 46.6% of the average autogenous shrinkage,which led to a reduction of the 28 day compressive strength at only 6.7%. Mortar particles are reactive internal curing agent,which allows further hydration reaction within concrete,thus,refining the porosity and strengthening the microstructure of cement paste surrounding mortar particles.
    Key words:internal curing,pre-wetted mortar particles,autogenous shrinkage,high-strength concrete