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Performance properties of polymer modified cement grouts for repair and rehabilitation of concrete pavement

机译:高分子改性水泥灌浆的性能特性修复和康复混凝土路面

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This study was conducted to evaluate the groutability and interfacial bond strength of polymer modified cement grouts (PMCG) for repair and rehabilitation of concrete pavement with different polymer/cement ratio. The groutability of grouts was studied through the cone-shaped gap test and the grouted minimum gap width was determined. The interfacial bond strength, such as flexural and shear bond strength were measured. The experimental results indicate that the groutability of grouts modified by vinyl acetate/ethylene copolymer (EVA) improves obviously and the grouted minimum gap width decreases. The flexural and shear bond strength increase 32.41% and 122.92% when the polymer/cement ratio is 10%, at the ages of 28 days respectively. The microstructure of repair interface was observed and analyzed by using scanning electron microscope, and the modification mechanism of EVA latex was discussed.
机译:进行该研究以评估聚合物改性水泥灌浆(PMCG)的可灌注性和界面粘合强度,以具有不同聚合物/水泥比的混凝土路面修复和恢复。通过锥形间隙试验研究了灌浆的饲养性,并且测定了灌浆的最小间隙宽度。测量界面粘合强度,例如弯曲和剪切粘合强度。实验结果表明,通过乙酸乙酸乙烯酯/乙烯共聚物(EVA)改性的灌浆的可灌浆性明显改善,并且灌浆的最小间隙宽度降低。当聚合物/水泥比为10%时,弯曲和剪切键强度增加32.41%和122.92%,分别为28天。通过使用扫描电子显微镜观察和分析修复界面的微观结构,并讨论了EVA LaTex的改性机制。

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