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氧化石墨烯改性水泥基材料的多尺度性能研究

Multi-scale Performance of Graphene Oxide-modified Cementitious Materials

  • 摘要: 为提升大掺量矿物掺合料水泥基材料的综合性能,本研究系统考察了粉煤灰、硅灰、矿粉复合替代水泥,并引入氧化石墨烯(GO)的协同改性效果。通过宏观力学性能测试、热重分析(TG-DTG)及扫描电镜表征,从宏观、细观与微观多尺度揭示了其性能演变规律与改性机理。结果表明,矿物掺合料大比例替代水泥会抑制早期强度发展,但在60%掺量时,后期强度提升最显著。GO的加入显著加快了强度增长速率,并提升了强度上限,使80%掺量体系仍能获得最优性能,28 d抗压强度较对照组提高约30%。TG-DTG分析显示,矿物掺合料替代40%~80%水泥时,水化产物氢氧化钙(CH)含量减少40%~64%,而引入氧化石墨烯(GO)后,CH 含量会进一步降低,降幅可达 67%至 76%,同时晶体尺寸减小14%~20%,表明GO有效促进了CH消耗与水化硅酸钙(C-S-H)凝胶生成。微观形貌观察发现,纯水泥体系中CH分布无序且界面缺陷明显;矿物掺合料替代后CH呈定向生长,界面密实性增强;GO掺入后,CH呈规则六面体并与C-S-H凝胶有序衔接,孔隙与裂缝显著减少,凝胶体更加致密。综上,GO与矿物掺合料的协同作用不仅改善了力学性能,还优化了水化产物特征和微观结构,为大掺量工业固废的高效利用及低碳高性能建材的开发提供了重要理论与实践依据。

     

    Abstract: This study investigates the synergistic effect of graphene oxide (GO) and high-volume mineral admixtures (fly ash, silica fume, slag) on cementitious materials. Compressive strength tests, thermogravimetric–differential thermogravimetric (TG-DTG) analysis, and scanning electron microscopy (SEM) were conducted to reveal multi-scale mechanisms. Results indicate that high mineral admixture replacement delays early strength, while 60% replacement provides the best later strength. With GO incorporation, strength development is accelerated and the upper strength limit is enhanced, enabling 80% replacement systems to achieve optimal performance, with 28-day compressive strength about 30% higher than the control. TG-DTG results show calcium hydroxide (CH) content decreases by 40%–64% with mineral admixtures and by 67%–76% with GO addition, accompanied by a 14%–20% reduction in CH crystal size. SEM observations further confirm that GO induces smaller, regular CH crystals and denser calcium silicate hydrate (C-S-H) gel, significantly reducing pores and cracks. Overall, GO effectively improves mechanical properties and optimizes hydration products and microstructure in high-volume mineral admixture systems, offering a sustainable pathway for low-carbon, high-performance cementitious materials.

     

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