Pu Yundong, Yang Sen, Qi Meng, Sheng Kuang, Bi Junfeng, Fan Fukun, Yuan Xiaoya
College of Materials Science and Engineering, Chongqing Jiaotong University Chongqing 400074 China
School of Civil Engineering, Chongqing Jiaotong University Chongqing 400074 China.
RSC Adv. 2022 Sep 21;12(41):26733-26743. doi: 10.1039/d2ra05069b. eCollection 2022 Sep 16.
Graphene oxide (GO) shows a remarkable reinforcing effect in the application of cement composite engineering while it also harms the workability of fresh cement slurry. Hydroxylated graphene (HO-G) can effectively avoid the severe adverse effects on the fluidity of cement slurry as happened in the case of GO, but the enhancement of the flexural strength of cement composites is not as good as that of GO. As such, considering the advantages and disadvantages of these two nanomaterials in cement-based composite applications, this study investigated the effect of hybrid GO/HO-G with various ratios on the macro-properties and microstructure of cement composites in comparison with that of individual GO and HO-G. The results revealed a better synergistic improvement on the strength and durability of mortar by hybrid GO/HO-G in comparison with the individual effects of GO or HO-G. In particular, when 0.015 wt% GO and 0.015 wt% HO-G were combined as multiple-additives added into cement mortar, the improvement ratio of compressive strength and chloride migration resistance at 28 days were 40.2% and 21.9%, which were far better than those of the mortar containing a single additive (0.03 wt% GO or 0.03 wt% HO-G). Additionally, the hybrid GO/HO-G not only could greatly reduce the degrada-tion of the fluidity of mortar as happened in the case of GO, but also further reinforced the flexural strength of cement composites when compared with its HO-G counterpart. The combination of these two nanofillers as multiple-nanoadditives for cement reinforcement is quite promising due to their synergistic effect and possesses strong potential for reinforcing and functionalizing cement composites.
氧化石墨烯(GO)在水泥基复合材料工程应用中表现出显著的增强效果,但同时也会损害新拌水泥浆体的工作性能。羟基化石墨烯(HO-G)能够有效避免像GO那样对水泥浆体流动性产生严重的不利影响,然而其对水泥基复合材料抗折强度的增强效果不如GO。因此,考虑到这两种纳米材料在水泥基复合材料应用中的优缺点,本研究探究了不同比例的GO/HO-G混合物相较于单独的GO和HO-G对水泥基复合材料宏观性能和微观结构的影响。结果表明,与单独的GO或HO-G相比,GO/HO-G混合物对砂浆的强度和耐久性具有更好的协同增强作用。特别是,当0.015 wt%的GO和0.015 wt%的HO-G作为复合添加剂加入水泥砂浆中时,28天抗压强度和抗氯离子迁移能力的提高率分别为40.2%和21.9%,远优于含有单一添加剂(0.03 wt%的GO或0.03 wt%的HO-G)的砂浆。此外,GO/HO-G混合物不仅能像GO那样极大地降低砂浆流动性的劣化,而且与单独的HO-G相比,还能进一步增强水泥基复合材料的抗折强度。由于这两种纳米填料具有协同效应,将它们作为复合纳米添加剂用于水泥增强具有很大的潜力,在增强和功能化水泥基复合材料方面具有强大的潜力。