首页|纳米SiO2改性界面剂对混凝土黏结性能的影响

纳米SiO2改性界面剂对混凝土黏结性能的影响

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混凝土结构修补加固后的工作性能取决于新旧混凝土的界面黏结性能,增强新旧混凝土黏结强度的有效途径之一是使用界面剂.通过新旧混凝土界面的斜剪试验、劈裂抗拉试验和界面过渡区SEM形貌分析,对比研究了纳米SiO2 溶液、纳米SiO2砂浆、砂浆、丁苯乳胶、环氧树脂 5种类型界面剂以及凿毛处理的界面黏结效果,分析了纳米SiO2 溶液、纳米SiO2 砂浆作为界面剂提升界面黏结性能的机理.试验结果表明:3.75%纳米SiO2 砂浆界面剂对新旧混凝土界面的修补效果最好,其界面过渡区的水化反应更充分,生成的网状C-S-H凝胶使得整体结构更加紧密,28 d的斜剪强度和劈裂抗拉强度最高,分别为27.3 MPa和6.3 MPa,其斜剪强度甚至比最优粗糙度(6 mm)26.5 MPa要高.
Effect of nano-SiO2 modified interfacial agent on the bonding performance of concrete
The working performance of the concrete structure after repair and reinforcement was determined by the interfacial bonding performance of the new to old concrete.The interface agent was one of the effective ways to enhance the bond strength of new to old con-crete.The shearing test,splitting tensile test and scanning electron microscope(SEM)morphology analysis of the interface transition zone at the interface of new to old concrete were used to study the interface bonding effect of chiseling and five types of interface agents.The in-terface agent mainly included nano-SiO2 solution,nano-SiO2 mortar,mortar,butyl-benzene emulsionandepoxy resin.The mechanism of in-terfacial bonding performance of nano-SiO2 solution and interfacial agent of nano-SiO2 mortar was analyzed experimentally.The results showed that the 3.75%nano-SiO2 solution interface agent had the best effect on the repair of the new to old concrete interface,the interfa-cial transition zone was more fully hydrated and the net C-S-H gel was generated by the interface agent make the overall structure more compact.The highest oblique shear strength and splitting tensile strength at 28 d were 27.3 MPa and 6.3 MPa,respectively.The oblique shear strength was higher than the optimum roughness(6 mm)of 26.5 MPa.

nano-SiO2shearing testsplitting tensile testinterface agent

杨才千、徐利敏、曾领雄、潘勇、李科锋、李君石

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湘潭大学 土木工程学院,湖南 湘潭 411105

东南大学 土木工程学院,江苏 南京 210096

江苏东部高速公路管理有限公司,江苏 盐城 224002

纳米SiO2 斜剪强度 劈裂抗拉强度 界面剂

国家自然科学基金湖南省重点研发计划

520781222018WK2111

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(5)