不同纳米材料对水泥浆液基本性能的影响
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U414.1

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国家自然科学基金项目(51908073,51838001,51878070,51908069);湖南创新型省份建设专项经费资助 (2019SK2171);长沙理工大学道路结构与材料交通行业重点实验室开放基金项目(kfj170302);长沙理工大学土 木工程优势特色重点学科创新性项目(18ZDXK15)。


Effect of different nano-materials on the basic properties of cement slurry
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    摘要:

    为研究纳米 SiO2 和纳米 CaCO3 对水泥浆液的改性效果,进行了不同纳米掺量水泥浆液的正交试验和电 镜扫描试验,分析了不同因素对水泥浆液性能的影响和纳米材料对水泥浆液改性的作用机理。研究结果表明:水 灰比对浆液的相对体积质量和凝结时间的影响程度最大,其次为纳米 CaCO3,最小为纳米 SiO2。同时,对浆液流 动度和析水率的影响程度,最大为水灰比,次之为纳米 SiO2,纳米 CaCO3 最小。两种纳米材料对水泥浆液的相 对体积质量、凝结时间的影响规律无较大差异;而对其析水率、流动度的影响。纳米 CaCO3 存在一个适宜掺量 (0.5%),超过该掺量时,水泥浆液的析水率增大,流动减小。该成果可为实际工程选择水泥浆液水灰比、纳米改 性材料的掺量等提供试验依据。

    Abstract:

    In order to evaluate the modification effect of nano-SiO2 (NS) and nano-CaCO3 (NC) on the basic properties of cement slurry. In this paper, the orthogonal test and electron microscope scanning test of cement slurry under different nanometer dosages are carried out. The effect of different factors on the basic properties of cement slurry and the mechanism of nano-materials on the modification of cement slurry were studied. The results show that water-cement ratio has the greatest influence on slurry specific gravity and setting time, followed by NC, and NS has the smallest effect; at the same time, water-cement ratio has the greatest influence on slurry fluidity and water release rate, followed by NS, and NC has the smallest. There is no significant difference in the influence of the two nano-materials on the specific gravity and setting time of cement slurries. However, there is a suitable blending value (0.5%) in NC for the effect of slurry water release rate and fluidity. The modification effect on cement slurry gradually decreases. The research results can provide experimental basis for the reasonable selection of parameters such as cement slurry water-cement ratio and the amount of nano-modified materials.

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胡红波 ,罗震宇 ,邱祥 ,等.不同纳米材料对水泥浆液基本性能的影响[J].交通科学与工程,2020,36(4):36-42.
HU Hong-bo, LUO Zhen-yu, QIU Xiang, et al. Effect of different nano-materials on the basic properties of cement slurry[J]. Journal of Transport Science and Engineering,2020,36(4):36-42.

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  • 在线发布日期: 2022-06-09
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