玻璃/环氧复合材料修复胶凝砂浆损伤的试验研究

C. Aribi, Aissa Bouaissi, B. Safi, M. Saidi
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摘要

摘要对有损伤和无损伤砂浆的修复后弯曲响应进行了试验研究。为改善砂浆试件在40% ~ 90%荷载作用下的力学性能,分别采用环氧树脂和玻璃纤维复合材料对损伤砂浆试件进行加固和修复。结果表明,损伤后的刚度有明显改善。因此,与对照样品相比,下侧表面加一层树脂的增强试件的抗弯强度提高了58%。采用复合树脂-玻璃纤维进行加固,大大提高了结构的安全性。通过修复和不修复损伤试样的SEM图像,揭示了增强玻璃纤维砂浆通过改善其力学性能对基体砂浆的影响。
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An experimental study on damaged cementitious mortars repaired by glass/epoxy composite materials
Abstract This paper presents an experimental investigation on the post-repair flexural response of mortars with and without damage. In order to improve the mechanical properties of the damaged mortars, which were subjected to different loads ranging between 40 % and 90 %, the mortars specimens were reinforced and repaired using two different composite materials, the first with only epoxy resin, while the second consisted of a mixture of epoxy resin and glass fiber. The results show a significant improvement in the stiffness damaged. Therefore, the reinforced specimens by a layer of resin on the lower side surface increased the bending strength by 58 %, when compared to those control samples. The reinforcement using composite resin-fiber of glass exhibited considerable increases in the safety of constructions. The SEM images of damaged samples with and without repair, revealed the impact of reinforced glass fibers-mortar on the matrix-mortar by improving theirs mechanical performances.
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