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Effects of Surface Modification of Rubber Particles on Pavement Concrete Performance

机译:橡胶颗粒表面改性对路面混凝土性能的影响

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摘要

In this article, the effects of surface modification of rubber particles on slump, strength, fatigue property and shrinkage for 28d have been investigated. The results show that the interface finishing agent can improve the fluidity of rubberized concrete as well as the weak layer between cement matrix and rubber particles, and enhance the strength. The strength doesn't decrease significantly when the mixing amount of rubber particles after surface treatment is below 15%. Comparing to common concrete, the shrinkage value of rubberized concrete decreases obviously, and the shrinkage of rubberized concrete after surface treatment decreases by 25.4%, while rubberized concrete without surface treatment is by 33.3% at the mixing amount of 15%. The results of fatigue test indicate that its fatigue resistance is much higher than common concrete, and rubber particles can improve brittleness of concrete. In addition, its failure mode is that the concrete has broken but without presenting dispersed state, which is completely different from common concrete.
机译:本文研究了橡胶颗粒表面改性对28d坍落度,强度,疲劳性能和收缩率的影响。结果表明,该界面整理剂可以改善橡胶混凝土的流动性以及水泥基体与橡胶颗粒之间的薄弱层,提高强度。当表面处理后的橡胶颗粒的混合量低于15%时,强度不会显着降低。与普通混凝土相比,橡胶混凝土的收缩率明显降低,表面处理后的橡胶混凝土收缩率下降25.4%,而未经表面处理的橡胶混凝土在15%的混合量时收缩率为33.3%。疲劳试验结果表明,其抗疲劳性远高于普通混凝土,橡胶颗粒可以改善混凝土的脆性。另外,其破坏方式是混凝土破裂但没有出现分散状态,这与普通混凝土完全不同。

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