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Degree of Hardening of Epoxy-Modified Mortars without Hardener in Tropical Climate Curing Regime

机译:在热带气候治疗制度中没有硬化剂的环氧改性砂浆的硬化程度

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Previous studies show that the epoxy resin will harden in the presence of calcium hydroxide from cement hydration process under steam curing. In this study, commercially available epoxy resin without any hardener was used as a polymeric admixture to prepare epoxy-modified mortars subjected to dry, and 5 day wet followed by dry curing in tropical environment. The mortars were prepared with a mass ratio of cement to fine aggregate 1:3, water-cement ratio of 0.48 and epoxy content of 5, 10, 15 and 20% of the cement. The tests conducted were workability, setting time, compressive strength, flexural strength, and degree of hardening of epoxy resin. The results of the study show that the optimum epoxy content that produced the highest strength was 10% under wet-dry curing. However, the degree of epoxy hardening starts to decrease with an increase in epoxy content above 10%. It was also found that a significant improvement in strength development is achieved along with additional dry curing period due to gradually hardening reaction of epoxy resin with cement hydrates.
机译:以前的研究表明,环氧树脂在蒸汽固化下从水泥水合过程的氢氧化物存在下硬化。在该研究中,使用没有任何硬化剂的市售环氧树脂作为聚合物混合物,以制备受干燥的环氧改性砂浆,然后在热带环境中进行干燥固化。制备砂浆的水泥与细聚集体的质量比1:3,水水柱比为0.48,环氧含量为5,10,15和20%的水泥。进行的测试是可加工性,设定时间,抗压强度,弯曲强度和环氧树脂硬化程度。该研究的结果表明,在湿冷固化下产生最高强度的最佳环氧含量为10%。然而,环氧硬化程度开始随着环氧含量的增加而降低10%。还发现,由于环氧树脂与水泥水合物的逐渐硬化反应,因此实现了强度显着的显着改善。

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