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Effect of Nano-Materials on Autogenous Shrinkage Properties of Cement Based Materials

机译:纳米材料对水泥基材料自体收缩性能的影响

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摘要

This paper presents an experimental investigation on the effect of nano-montmorillonite, carbon nanotubes, and nano calcium carbonate on autogenous shrinkage of cement based materials. Cement paste with different nano-montmorillonite dosage (1.0 wt.%, 2.0 wt.%, 3.0 wt.%), carbon nanotubes dosage (0.1 wt.%, 0.2 wt.%, 0.3 wt.%), and nano calcium carbonate dosage (1.0 wt.%, 2.0 wt.%, 3.0 wt.%) were compared with the reference group to assess the effects of nano-materials on cement paste. Results show that autogenous shrinkage of cement based materials containing nano-materials mainly occurs in the first 72 h. Nano-materials decrease the autogenous shrinkage of the investigated cement based materials at all ages. Compared with that of the reference group at the age of 168 h, the autogenous shrinkage of NM-modified cement based composites containing 3.0 wt.% NM decreased by as much as 57.4%; the autogenous shrinkage of CNTs-modified cement based composites containing 0.3 wt.% CNTs decreased by as much as 19.4%; the autogenous shrinkage of NC-modified cement based composites containing 2.0 wt.% NC decreased by as much as 17.1%. Electrochemical AC (Alternating Current) impedance spectroscopy results show that the resistance of the pore solution electrolyte of specimens containing nano-materials increases with age, and is less than that of specimens without nano-materials, which illustrates that the pore size of nano-modified cement based material is finer and autogenous shrinkage is smaller. Scanning electron microscope results show that the structure of cement matrix is denser with more hydration products by adding nano-materials. Nano-montmorillonite releases water to reduce self-drying effect during the process of hydration for its well water swelling. Carbon nanotubes have the nanometer filling effect and form a continuous network to restrain the early autogenous shrinkage of cement paste. Nano calcium carbonate not only decreases the porosity of the cement paste, but also reacts with tricalcium aluminate to generate the expanded product calcium carboaluminate for compensating autogenous shrinkage of cement paste.
机译:本文介绍了关于纳米蒙脱石,碳纳米管,以及纳米碳酸钙对水泥基材料的自收缩的效果的实验研究。水泥粘贴具有不同的纳米蒙脱石剂量(1.0重量%,2.0重量%,3.0重量%),碳纳米管用量(0.1重量%,0.2重量%,0.3重量%),和纳米碳酸钙剂量(1.0重量%,2.0重量%,3.0重量%)与参考组进行比较,以评估纳米材料对水泥净浆的影响。结果表明,含有纳米材料水泥基材料的自收缩主要发生在第一个72小时。纳米材料降低水泥研究基材料的自收缩在所有年龄。与在168小时年龄参照组相比,NM-改性的水泥复合材料的自收缩含3.0%(重量)NM减少多达57.4%。含有0.3重量的CNT改性的水泥复合材料的自收缩%的CNT减少多达19.4%。含有2.0重量NC改性的水泥复合材料的自收缩。%NC减少多达17.1%。电化学AC(交流)阻抗谱的结果表明,含有与年龄纳米材料增加标本孔隙溶液电解液的电阻,并且是小于没有纳米材料的标本,其示出了的孔径纳米改性水泥基材料是精细和自收缩变小。扫描电子显微镜表明,水泥基体的结构是更致密更水化产物通过加入纳米材料。纳米蒙脱石排放水,以减少水合其井水溶胀过程中自干燥效果。碳纳米管具有纳米填充效果并形成连续的网络,以抑制水泥浆的早期自收缩。纳米碳酸钙不仅降低了水泥浆体的孔隙率,但也有发生反应的铝酸三钙生成用于补偿水泥浆体自收缩扩大产品钙carboaluminate。

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