负载纳米TiO2功能集料-水泥石的界面粘结性能
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湖南科技大学土木工程学院

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TU5282.

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国家留学基金资助项目(NO:201709480008);湖南省教育科学规划项目(NO:19A164);国家大学生科研创新实验项目(NO:S202010534006)。


Interfacial bond characteristics between quarts sand supported nano-TiO2 functional aggregates and cement paste
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School of Civil Engineering,Hunan University of Science and Technology

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    摘要:

    采用负载法制备了纳米TiO2功能集料(QST),并将QST集料负载于普通水泥砂浆表面。测试了QST集料与水泥石的界面粘结力,研究了QST对水泥砂浆干缩性能的影响;通过SEM、EDS、MIP等微观测试方法,研究了纳米TiO2对集料-水泥石界面过渡区水化产物、孔结构的影响。结果表明:与普通集料相比,表面负载纳米TiO2的功能集料可减少水泥砂浆的干缩,提高集料-水泥石的界面粘结力。在QST集料-水泥石的界面过渡区,纳米TiO2促进了水泥浆体的水化,减少了界面过渡区Ca(OH)2的富集,细化并改善了界面过渡区的孔结构。

    Abstract:

    Cement mortar with quarts sand supported TiO2 (QST) aggregates was prepared and the effect of QST aggregate on the dry shrinkage performance of cement mortar was studied. The interfacial bond strength between QST aggregate and cement stone was measured by pull-out strength method. The effect of nano TiO2 on the hydration products and pore structure of the interfacial transition zone between aggregate and cement stone was studied by SEM, EDS and MIP methods. Compared with ordinary aggregate, QST aggregate can reduce the dry shrinkage of cement mortar and improve the interfacial adhesion between aggregate and cement stone. The nano TiO2 loaded on the surface of aggregate promotes the hydration of cement paste, reduces the enrichment of Ca(OH)2 in the ITZ area, and refines the pore structure of the ITZ between cement stone and aggregate.

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  • 收稿日期:2021-08-24
  • 最后修改日期:2021-12-13
  • 录用日期:2022-01-20
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