多层天然纤维复合材料在地聚合物混凝土中的应用综述

Shyamkumar Mani , Pachaivannan Partheeban , C. Chella Gifta
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引用次数: 0

摘要

由于波特兰水泥的二氧化碳排放量占总排放量的5%至8%,印度的环境问题日益严重,因此地聚合物混凝土(GPC)的发展成为一种长期替代品。本研究旨在回顾用GGBFS、纳米材料和天然纤维等不同元素加固地聚合物混凝土的研究工作。该研究采用多学科方法,包括对研究人员先前进行的实验研究的综合评估,以检查用于生产地聚合物混凝土的复合材料的机械和结构特性,以及耐久性和微观结构方面。正在调查的材料包括粉煤灰、GGBFS、纳米粘土、竹子、剑麻和大麻纤维。文献综述的研究结果显示,与对照混合物相比,GGBFS和Nanoclay在抗压、抗拉和抗弯强度方面的显著提高分别为15%、27%和106%。添加5%体积分数的大麻纤维、粉煤灰和GGBFS,吸水能力提高20%。将剑麻纤维作为玻璃复合材料的增强材料,在聚酯基体中开发出多层剑麻-玻璃复合材料的最佳配置(4层玻璃和9层剑麻),具有优异的机械性能,包括抗拉强度为57.60 MPa,抗弯强度为36 N/mm2,吸湿率为10%,具有卓越的性能和成本效益。研究结果强调了战略纤维分层在提高复合材料强度和成本效率方面的有效性。天然纤维如麻、竹、剑麻也能提高复合材料的硬度和拉伸性能。这些结果突出了在地聚合物混凝土中加入补充材料的可能性,在机械和耐用性、环境可持续性和经济高效的建筑解决方案方面提供了实质性的改进。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A comprehensive review on multilayered natural-fibre composite reinforcement in geopolymer concrete
Amid growing environmental concerns in India regarding the substantial CO2 emissions from Portland cement, accounting for 5 to 8 % of total emissions, the development of Geopolymer concrete (GPC) emerged as a long-term substitute. The study aims to review the research works on geopolymer concrete fortified with diverse elements like GGBFS, nanomaterials, and natural Fibres. The research employs a multidisciplinary methodology, encompassing a comprehensive assessment of previous experimental studies conducted by the investigators to examine the mechanical and structural characteristics, as well as the durability and microstructural aspects, of composite materials used in the production of geopolymer concrete. Materials under investigation include Fly ash, GGBFS, Nanoclay, bamboo, sisal, and hemp fibres. Findings from the literature review reveal that compared to a control mix, the notable improvements in compressive, tensile, and flexural strength by integrating GGBFS and Nanoclay are 15 %, 27 %, and 106 %, respectively. Adding hemp fibres at 5 % volume fraction, Fly ash, and GGBFS amplifies the water absorption capacity by 20 %. Sisal fibre was utilized as reinforcement in glass composites to develop a multilayered sisal-glass composite in polyester matrix optimal configuration (4 glass and 9 sisal layers) demonstrated excellent mechanical properties, including a tensile strength of 57.60 MPa, flexural strength of 36 N/mm2, and 10 % moisture absorption, offering superior performance and cost-effectiveness. The findings highlight the effectiveness of strategic fibre layering in enhancing composite strength and cost efficiency. Natural fibres like hemp, bamboo, and sisal also improve the composites hardness and tensile characteristics. These consequences highlight the possibility of incorporating supplementary materials in geopolymer concrete, offering substantial improvements in mechanical and durability, environmental sustainability, and cost-effective construction solutions.
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