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Investigation on fundamental properties and chemical characterization of water-soluble epoxy resin modified cement grout

机译:水溶性环氧树脂改性水泥灌浆基本特性及化学表征的研究

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In order to improve the defects of conventional cement-based grout such as low strength, brittle failure, weak bonding, and poor stability, water-soluble epoxy resin was designed and used to modify cement based grout. The purpose of this study is to investigate the feasibility of water-soluble epoxy resin as a high-performance tunnel grouting modifier through the rheological and mechanical properties analysis and chemical characterization of composite grout with different epoxy content and water-cement ratio. The results demonstrated that the fluidity of epoxy resin modified composite grout increased first and then decreased with the addition of epoxy resin. The addition of epoxy resin effectively reduced the bleeding ratio, and kept the grouting fluidity for a certain period of time after mixing. The average particle size of composite grout decreased. Epoxy resin particles and cement particles had opposite zeta potential, and electrostatic attraction occurred in the suspension. The absolute value of zeta potential first increased and then decreased with the increase of epoxy resin. The uniaxial compressive strength and splitting tensile strength of composite grout were observably improved by the modification of epoxy resin, and the ultimate strain was also significantly increased under high epoxy content, and the brittle failure characteristics of the material were improved. With the increase of the content of epoxy resin, the yield of calcium hydroxide in the hydration products increased while the content of calcium carbonate decreased. Epoxy resin contributed to the hydration reaction of cement, while excessive epoxy resin formed a film structure inside to restrict further hydration. The modification of epoxy resin significantly improved the bonding ability of composite grout, and the epoxy resin was uniformly distributed inside the composite grout. The core of the chemical reaction in the modification process was the reaction between free calcium ions and -OH in epoxy resin, and a complex cross-linking network structure was formed with calcium ions as the node. Compared with neat cement paste, epoxy resin modified composite grout had obvious advantages in strength, ultimate strain, fluidity, stability, and bonding ability, so it had broad research potential and application prospect. (C) 2021 Elsevier Ltd. All rights reserved.
机译:为了改善常规水泥的灌浆缺陷,例如低强度,脆性破坏,粘接性弱,稳定性差,设计了水溶性环氧树脂,并用于改变基于水泥的灌浆。本研究的目的是通过具有不同环氧含量和水水泥比的复合灌浆的流变和力学性能分析和化学表征来研究水溶性环氧树脂作为高性能隧道灌浆改性剂的可行性。结果表明,首先增加环氧树脂改性复合灌浆的流动性,然后通过加入环氧树脂降低。加入环氧树脂有效地降低了出血比,并在混合后保持一段时间的灌浆流动性。复合灌浆的平均粒度降低。环氧树脂颗粒和水泥颗粒具有相反的ζ电位,并且在悬浮液中发生静电吸引。 Zeta电位的绝对值首先增加,然后随着环氧树脂的增加而降低。通过环氧树脂的改性,可观察复合灌浆的单轴抗压强度和分裂拉伸强度,并且在高环氧含量下也显着增加了最终菌株,并且改善了材料的脆性失效特性。随着环氧树脂含量的增加,水合产物中氢氧化钙的产率增加,而碳酸钙的含量降低。环氧树脂有助于水泥的水化反应,而过量的环氧树脂在内部形成薄膜结构以限制进一步的水化。环氧树脂的改性显着改善了复合灌浆的粘合能力,并将环氧树脂均匀地分布在复合灌浆内。修饰过程中化学反应的核心是环氧树脂游离钙离子和-OH之间的反应,并将复杂的交联网络结构用钙离子作为节点形成。与整齐的水泥浆料相比,环氧树脂改性复合植物在强度,极限应变,流动性,稳定性和粘合能力方面具有明显的优势,因此它具有广泛的研究潜力和应用前景。 (c)2021 elestvier有限公司保留所有权利。

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