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首页> 外文期刊>Journal of Fiber Science and Technology >Mechanical and Microstructural Properties of Polypropylene Fiber-Reinforced Geopolymer Composites
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Mechanical and Microstructural Properties of Polypropylene Fiber-Reinforced Geopolymer Composites

机译:聚丙烯纤维增强地质聚合物复合材料的力学和微观结构性能

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摘要

Geopolymers are a kind of polymeric material that can be formed using industrial applications based on inorganic polycondensation. They can be used in applications to replace traditional cement with environmental and technical benefits. In this paper, mixtures with different silica moduli (0.8, 0.9, 1.0) and molar ratios (12, 14, 16 M) were used to prepare geopolymer mortar, and the optimum polypropylene (PP) fiberreinforced mixture was determined. The PP fibers in the geopolymer form constituted 0, 0.5 and 1.0% of the total volume of the mixture. Geopolymer (cement-less) matrix interaction performance played an important role in identifying the characteristics of the fiber-based composites. The mechanical and microstructural properties of the mixtures were determined. The optimum mixture was obtained from the sample with a molar ratio of 16 M and 0.5% fiber. This mixture was then used to cast the fiber-reinforced gepolymer composites. These composites were produced using three different geosynthetics with the optimum mixture. The experimental behavior of the composites was investigated using PP geogrid composite (PPGC), carbon geogrid composite (CGC) and polyfelt geotextile composite (PGC) under flexural loading. We observed that the compressive strength of the composites increased as the curing temperature and NaOH concentration increased in geopolymer composites with a high molar ratio. The microstructural properties of the samples changed with temperature: the voids decreased and the calcium silicate hydrate (CSH) gels provided compact bonding during the geopolymerization process. Furthermore, the PPGC demonstrated high viscosity, good adherence and high flexural strength.
机译:地质聚合物是一种可以使用基于无机缩聚的工业应用形成的聚合材料。它们可用于替代具有环境和技术优势的传统水泥。本文采用具有不同二氧化硅模量(0.8、0.9、1.0)和摩尔比(12、14、16 M)的混合物制备地聚合物砂浆,并确定了最佳的聚丙烯(PP)纤维增强混合物。地质聚合物形式的PP纤维占混合物总体积的0、0.5和1.0%。地聚合物(无水泥)基质的相互作用性能在确定基于纤维的复合材料的特性方面起着重要作用。确定了混合物的机械和微观结构性质。从样品中获得最佳混合物,摩尔比为16 M,纤维含量为0.5%。然后将该混合物用于浇铸纤维增强的gepolymer复合材料。这些复合材料是使用三种不同的土工合成材料和最佳混合物生产的。采用PP土工格栅复合材料(PPGC),碳土工格栅复合材料(CGC)和聚毡土工织物复合材料(PGC)在弯曲载荷下研究了复合材料的实验行为。我们观察到,在高摩尔比的地质聚合物复合物中,复合材料的抗压强度随固化温度和NaOH浓度的增加而增加。样品的微观结构性质随温度变化:空隙减少,水合硅酸钙(CSH)凝胶在地质聚合过程中提供紧密结合。此外,PPGC表现出高粘度,良好的粘附性和高的弯曲强度。

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