椰壳纤维-二氧化硅复合材料混凝土添加剂的合成

Jazth D. Manota, Roumel Salvador Alvarez, Chosel P. Lawagon
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引用次数: 0

摘要

混凝土极易产生裂缝。然而,维修和监控可能是劳动密集型和昂贵的。研究了天然纤维-二氧化硅复合材料对混凝土力学性能的增强作用。将生椰壳纤维(CHF)与偏硅酸钠混合,将合成的椰壳-二氧化硅复合材料(CSC)混合在胶凝基质中,测试其自愈性能。合成的复合材料(CSC)具有片状形貌,而基于SEM-EDX显微照片的二氧化硅具有粗糙的表面形貌。二氧化硅的存在改善了椰壳原料纤维的热稳定性。结果表明,原始状态和修复后的样品在添加CSC材料后力学性能都得到了增强。因此,所制备的复合材料嵌入混凝土中,在损伤后的抗压和抗拉强度方面的愈合能力优于对照试件。最后,开发了一种合成椰壳纤维-二氧化硅复合材料的方法,为椰壳废弃物的资源化利用提供了一条可行的升级利用途径。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Synthesis of Coconut (Cocos nucifera) Husk Fiber-Silica Composite as Concrete Additive
Concrete is extremely vulnerable to crack formation. However, repair and monitoring can be labor-intensive and costly. The investigation focused on the augmentation of natural fiber-silica composite-containing concrete’s mechanical properties. Raw coconut husk fiber (CHF) was used to mix with sodium metasilicate, and the synthesized coir-silica composite (CSC) was mixed in a cementitious matrix to test its self-healing properties. The synthesized composite (CSC) has a sheet-like morphology, whereas the silica has a rough surface morphology based on the SEM-EDX micrographs. The presence of silica improved the thermal stability of the raw coconut husk fiber (CHF). Results demonstrated that both pristine condition and healed samples had enhanced mechanical properties with the addition of the CSC material. Hence, the produced composite embedded in concrete surpassed control specimens in terms of healing capability for compressive and tensile strengths after damage. Finally, a synthesis method was developed to prepare a coconut husk fiber-silica composite, demonstrating a viable upcycling route for coconut husks waste utilization.
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