Effects of Different Admixtures on Workability and Tensile Properties at Maintained Extension of Styrene-Acrylic Emulsion-Based Cement Composites

Yipeng Ning, Ao Yao, Zhihang Wang, Biao Ren, Xin Meng, Zhe Huang
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Abstract

Aiming at the joint diseases of airport cement concrete pavement, the effects of different admixtures and their dosages on the workability and tensile properties at a maintained extension of styrene-acrylic emulsion-based cement composites pavement joint were studied through leveling test, consistency test, mercury intrusion porosimetry and determination of tensile properties at maintained extension. The leveling property, consistency and elastic recovery rates were tested and the effect of modification was revealed from a microcosmic aspect in combination with mercury intrusion porosimetry. The results show that the consistency increases with the increase of film-forming additive and plasticizer, while decreases with the increase of silane coupling agent, and the leveling property all remains good. The excessive addition of silane coupling agent and plasticizer will lead to the deterioration of tensile properties at a maintained extension of the joint filler. The reasonable content of film-forming additives, plasticizers and silane coupling agents was obtained through experiments.
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不同外加剂对苯乙烯-丙烯酸乳化基水泥复合材料可工作性和抗拉性能的影响
针对机场水泥混凝土路面的接缝病害,通过找平试验、稠度试验、压汞孔隙度测定和维持延伸拉伸性能测定,研究了不同外加剂及其掺量对苯乙烯-丙烯酸乳液基水泥复合材料路面接缝工作性和维持延伸拉伸性能的影响。测试了其流平性能、稠度和弹性回复率,并结合压汞孔隙度法从微观角度揭示了改性的效果。结果表明:稠度随成膜剂和增塑剂用量的增加而增大,随硅烷偶联剂用量的增加而减小,均流平性能保持良好;硅烷偶联剂和增塑剂的过量添加会导致接头填料在维持延伸时拉伸性能的恶化。通过实验确定了成膜助剂、增塑剂和硅烷偶联剂的合理用量。
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