余茂林1,2,邓安仲2,沈海玉1,罗 盛2,*,杨艺斌1
余茂林,邓安仲,沈海玉,等.改性纳米SiO2-苯丙乳液混凝土复合防护涂层的制备及性能研究[J].混凝土与水泥制品,2024(11):1-6
YU M L,DENG A Z,SHEN H Y,et al.Preparation and properties of modified nano-SiO2-styrene acrylic lotion composite protective coating for concrete[J].China Concrete and Cement Products,2024(11):1-6.
改性纳米SiO2-苯丙乳液混凝土复合防护涂层的制备及性能研究
余茂林1,2,邓安仲2,沈海玉1,罗 盛2,*,杨艺斌1
余茂林,邓安仲,沈海玉,等.改性纳米SiO2-苯丙乳液混凝土复合防护涂层的制备及性能研究[J].混凝土与水泥制品,2024(11):1-6
YU M L,DENG A Z,SHEN H Y,et al.Preparation and properties of modified nano-SiO2-styrene acrylic lotion composite protective coating for concrete[J].China Concrete and Cement Products,2024(11):1-6.
摘 要:采用硅烷偶联剂KH560对纳米SiO2进行接枝改性,通过傅里叶红外变换光谱、热重分析及微观形貌分析等方法研究了KH560对纳米SiO2改性机理的影响,探究了改性SiO2-苯丙乳液复合涂层中掺入一定质量分数的改性纳米SiO2对混凝土抗硫酸盐溶液冻融性能的影响,并分析了改性纳米SiO2对苯丙乳液涂层的增强机理。结果表明:采用KH560改性后,纳米SiO2颗粒的团聚状态得到了显著改善,热稳定性提高;当改性纳米SiO2的质量分数为4%时,C4复合涂层对混凝土的防护作用最好,此时混凝土抗硫酸盐溶液冻融等级由F100~F150提升到F300以上;300次硫酸盐溶液冻融循环后,混凝土的质量损失率仅为0.35%,相对动弹性模量为96.2%,此时混凝土内部结构并未发生明显破坏。
Abstract: Modification of nano-SiO2 with KH560 silane coupling agent was studied by Fourier transform infrared spectroscopy, thermogravimetric analysis, and microscopic morphology analysis. The modification mechanism of nano-SiO2 with KH560 was explored. The influence of adding a certain mass fraction of modified nano-SiO2 on the freeze-thaw resistance of concrete against sulfate solution was investigated, and the strengthening mechanism of modified nano-SiO2 on styrene acrylic lotion coating was analyzed. The results show that after modification with KH560, the agglomeration state of nano-SiO2 particles is significantly improved, and the thermal stability is enhanced. When the mass fraction of modified nano-SiO2 is 4%, the C4 composite coating has the best protective effect on concrete, and the freeze-thaw resistance of concrete to sulfate solution is increased from F100~F150 to F300 or above. After 300 freeze-thaw cycles of sulfate solution, the mass loss rate of concrete is only 0.35%, and the relative dynamic modulus of elasticity is 96.2%. At this time, there is no significant damage to the internal structure of the concrete.
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