石墨烯增强水泥砂浆作为混凝土修补材料:对抗压强度的影响

Yue Sheng Lim, Syed Ahmad Farhan, Nasir Shafiq, Fouad Ismail Ismail, Nadzhratul Husna
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摘要

如果不加以重视,裂缝可能会发展并蔓延到混凝土的整个深度。混凝土的修补可以用水泥砂浆作为修补材料填充裂缝。石墨烯是一种具有非凡性能的纳米材料,随着石墨烯的出现,石墨烯增强的纳米水泥复合材料有可能被用作混凝土的修复材料。研究了在水泥砂浆中掺入石墨烯纳米片(GnP),其含量分别为水泥总重的0.00、0.02、0.04、0.06、0.08和0.1 wt.%,对修复性能的影响。制备了强度等级为35 MPa的圆柱形混凝土试样,分别固化3、7、28天。试样在压缩载荷作用下破裂直至破坏。然后用砂浆修补破裂的样品。记录修复前后试样的抗压强度。研究结果表明,石墨烯增强水泥砂浆比普通水泥砂浆在裂缝和修复后尽可能多地保持混凝土的抗压强度。然而,用石墨烯增强砂浆修复的混凝土不能保持初始抗压强度。然而,当GnP含量为0.02 wt.%时,修复效果最好。
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Graphene-Enhanced Cement Mortar as a Repair Material for Concrete: Effect on Compressive Strength
Cracks could develop and propagate into the full depth of concrete, if disregarded. Repair of the concrete can be performed by filling the cracks with cement mortar as a repair material. With the advent of graphene, which is a nano-material that possesses remarkable properties, a graphene‑enhanced nano-cement composite can potentially be employed as a repair material for concrete. Effect of incorporating graphene nanoplatelets (GnP) into cement mortar at contents of 0.00, 0.02, 0.04, 0.06, 0.08 and 0.1 wt.% of GnP to total weight of cement on repair performance was investigated. Cylindrical concrete samples with a strength grade of 35 MPa were prepared and cured for 3, 7 and 28 days. The samples were cracked by subjecting them to compressive loading until failure. The mortar was then employed to repair the cracked samples. Compressive strengths of the sample before and after repair were recorded. Findings reveal that the graphene‑enhanced cement mortar was more aggressive in retaining as much compressive strength of the concrete as possible after crack and repair than plain cement mortar. However, concrete that was repaired with graphene-enhanced mortar was not able to retain the initial compressive strength. Nonetheless, the GnP content of 0.02 wt.% resulted in the best repair performance.
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