外掺橡胶粉的苯丙乳液改性混凝土力学性能及微观结构
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国家自然科学基金资助项目(51678475,51108041);湖北省自然科学基金资助项目(2016CFB604);湖北省教育厅科学研究计划重点项目(D20161305);陕西省重点研发计划项目(2017ZDXM SF 093)


Mechanical Properties and Microstructure of Styrene Acrylic Emulsion Modified Concrete with Rubber Powder
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    摘要:

    为了研究外掺橡胶粉对苯丙乳液改性混凝土(SEMC)力学性能和微观结构的影响,制作了45个150mm×150mm×150mm立方体和45个150mm×150mm×300mm棱柱体试件,测量试件的抗压强度、应力应变曲线、弹性模量和泊松比等性能,并通过扫描电子显微镜(SEM)分析了外掺橡胶粉对SEMC微观结构、界面结构的影响.结果表明:SEMC的应力应变曲线与普通混凝土相似,随着聚灰比的增大,SEMC的峰值应力降低,峰值应变增大,泊松比增大,弹性模量有所降低;外掺橡胶粉苯丙乳液改性混凝土(RPSEMC)强度降低,峰值应变增大,泊松比呈增大趋势,弹性模量有所降低;苯丙乳液成膜产生的滑移破坏了混凝土的稳定;橡胶粉“孔洞”效应与胶粉水泥石界面的存在,造成了RPSEMC强度降低,而橡胶粉变形吸能是混凝土阻尼耗能的主要原因.

    Abstract:

    In order to study the influence of rubber powder on the mechanical properties and microstructure of styrene acrylic emulsion modified concrete(SEMC), 45 cubes of 150mm×150mm×150mm and 45 prismatic specimens of 150mm×150mm×300mm were prepared. Compressive strength, stress strain curve, elastic modulus and Poissons ratio of SEMC were determined and the influence of rubber powder added on interface and microscopic structure of SEMC was analyzed by scanning electron microscope(SEM). The results show that the stress strain curve of SEMC is similar to that of ordinary concrete. As the polymer cement ratio increases, the peak strain and the Poissons ratio increases, while the compressive strength and the elastic modulus decrease. After the rubber powder is mixed, the peak strain and the Poissons ratio increases, while the strength of rubber powder styrene acrylic emulsion modified concrete(RPSEMC) and the elastic modulus decrease. The styrene acrylic emulsion film formation and the cement hydration product form a dense network structure. Slip caused by filmforming of acrylic emulsion destabilizes concrete; the “hole” effect of the rubber powder and the presence of the rubber cement interface make the strength of the SEMC decrease, and the deformation energy absorption of the rubber powder is the damping energy of the concrete.

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郭帆,曾磊,莫金旭,项胜,朱聪.外掺橡胶粉的苯丙乳液改性混凝土力学性能及微观结构[J].建筑材料学报,2019,22(5):714-721

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  • 收稿日期:2019-01-20
  • 最后修改日期:2019-03-20
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  • 在线发布日期: 2019-11-02
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