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纳米材料-BF砂浆力学性能研究

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文中以玄武岩纤维(Basalt fiber,BF)增强和纳米材料改性为着重影响因素,研究了纳米SiO2、纳米CaCO3单掺与纳米SiO2-BF、纳米CaCO3-BF复合掺入对水泥砂浆抗压、抗折强度的影响,对比了两种纳米材料对砂浆的增益效果.研究结果表明,单掺纳米SiO2、纳米CaCO3均可改善砂浆的力学性能,其最优掺量均为2%;对于复掺纳米材料和纤维,在0.2%BF砂浆中掺入2%的纳米SiO2或纳米CaCO3,其抗压、抗折强度明显高于素砂浆,且优于单掺BF和纳米材料砂浆;其次,在相同掺量下,纳米SiO2相较于纳米CaCO3对砂浆的增益效果更佳.
RESEARCH ON THE MECHANICAL PROPERTIES OF NANOMATERIAL-BF MORTAR
The effectiveness of single addition of nano SiO2 and nano CaCO3,as well as composite addition of nano SiO2 BF and nano CaCO3 BF,on the compressive and flexural strength of cement mortar were studied,with a focus on the reinforcement of basalt fiber (BF) and modification of nanomaterials. The gain effectiveness of the two nanoma-terials on the mortar are compared. The research results indicate that the addition of nano SiO2 and nano CaCO3 im-proves the mechanical properties of mortar,with an optimal dosage of 2%. For composite nanomaterials and fibers,adding 2% nano SiO2 or nano CaCO3 to 0.2% BF mortar results in significantly higher compressive and flexural strength than that of plain mortar,which is superior to single BF and nanomaterial mortar. Secondly,at the same dos-age,nano SiO2 has a better gain effectiveness on mortar compared to nano CaCO3.

Nano SiO2Nano CaCO3basalt fiber

阎龙、张洪泽、王勤、李红霞、柳艳杰

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黑龙江大学建筑工程学院,哈尔滨150006

纳米SiO2 纳米CaCO3 玄武岩纤维

国家级大学生创新创业训练计划黑龙江省自然科学基金

202310212119LH2023D022

2024

低温建筑技术
黑龙江省寒地建筑科学研究院

低温建筑技术

影响因子:0.237
ISSN:1001-6864
年,卷(期):2024.46(7)