Zhao Zihao, Qi Shuai, Suo Zhi, Hu Tao, Hu Jiaheng, Liu Tiezheng, Gong Mengyang
School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China.
Materials (Basel). 2024 Sep 5;17(17):4390. doi: 10.3390/ma17174390.
In order to further enhance the erosion resistance of cement concrete pavement materials, this study constructed an apparent rough hydrophobic structure layer by spraying a micro-nano substrate coating on the surface layer of the cement concrete pavement. This was followed by a secondary spray of a hydroxy-silicone oil-modified epoxy resin and a low surface energy-modified substance paste, which combine to form a superhydrophobic coating. The hydrophobic mechanism of the coating was then analysed. Firstly, the effects of different types and ratios of micro-nano substrates on the apparent morphology and hydrophobic performance of the rough structure layer were explored through contact angle testing and scanning electron microscopy (SEM). Subsequently, Fourier transform infrared spectroscopy and permeation gel chromatography were employed to ascertain the optimal modification ratio, temperature, and reaction mechanism of hydroxy-silicone oil with E51 type epoxy resin. Additionally, the mechanical properties of the modified epoxy resin-low surface energy-modified substance paste were evaluated through tensile tests. Finally, the erosion resistance of the superhydrophobic coating was tested under a range of conditions, including acidic, alkaline, de-icer, UV ageing, freeze-thaw cycles and wet wheel wear. The results demonstrate that relying solely on the rough structure of the concrete surface makes it challenging to achieve superhydrophobic performance. A rough structure layer constructed with diamond micropowder and hydrophobic nano-silica is less prone to cracking and can form more "air chamber" structures on the surface, with better wear resistance and hydrophobic performance. The ring-opening reaction products that occur during the preparation of modified epoxy resin will severely affect its mechanical strength after curing. Controlling the reaction temperature and reactant ratio can effectively push the modification reaction of epoxy resin through dehydration condensation, which produces more grafted polymer. It is noteworthy that the grafted polymer content is positively correlated with the hydrophobicity of the modified epoxy resin. The superhydrophobic coating exhibited enhanced erosion resistance (based on hydrochloric acid), UV ageing resistance, abrasion resistance, and freeze-thaw damage resistance to de-icers by 19.41%, 18.36%, 43.17% and 87.47%, respectively, in comparison to the conventional silane-based surface treatment.
为进一步提高水泥混凝土路面材料的抗侵蚀性能,本研究通过在水泥混凝土路面表层喷涂微纳米基底涂层,构建了一种表观粗糙的疏水结构层。随后二次喷涂羟基硅油改性环氧树脂和低表面能改性物质浆料,二者结合形成超疏水涂层。然后分析了该涂层的疏水机理。首先,通过接触角测试和扫描电子显微镜(SEM),探究了不同类型和比例的微纳米基底对粗糙结构层表观形态和疏水性能的影响。随后,采用傅里叶变换红外光谱和凝胶渗透色谱法确定羟基硅油与E51型环氧树脂的最佳改性比例、温度及反应机理。此外,通过拉伸试验评估了改性环氧树脂 - 低表面能改性物质浆料的力学性能。最后,在一系列条件下测试了超疏水涂层的抗侵蚀性能,包括酸性、碱性、除冰剂、紫外线老化、冻融循环和湿轮磨耗。结果表明,仅依靠混凝土表面的粗糙结构难以实现超疏水性能。用金刚石微粉和疏水性纳米二氧化硅构建的粗糙结构层不易开裂,且能在表面形成更多“气室”结构,具有更好的耐磨性和疏水性能。改性环氧树脂制备过程中发生的开环反应产物会严重影响其固化后的机械强度。控制反应温度和反应物比例可通过脱水缩合有效推动环氧树脂的改性反应,生成更多接枝聚合物。值得注意的是,接枝聚合物含量与改性环氧树脂的疏水性呈正相关。与传统的硅烷基表面处理相比,超疏水涂层的抗侵蚀性(基于盐酸)、抗紫外线老化性、耐磨性和对除冰剂的抗冻融损伤性分别提高了19.41%、18.36%、43.17%和87.47%。