摘要
橡胶及纤维的掺入是解决混凝土脆性问题的技术途径,而塑钢纤维作为新型增强材料,可在混凝土中发挥微筋材的作用。三因素三水平正交试验极差分析表明,采用5-10目的橡胶颗粒等体积代砂10%并掺入6kg/m^3的塑钢纤维配制的混凝土综合性能最优,既能克服橡胶混凝土抗压强度不足的缺点,又能大幅提高混凝土的韧性。
The problems for brittleness of concrete is solved by adding rubber and fiber, which is the one technology way. As a new type of reinforced material, pp fiber can play a role of microreinforcement material in concrete. The range analysis for three factors three levels orthogonal test indicate that comprehensive properties of concrete is best which is prepared by using 5-10 mesh ,rubber particles by an equal volume of 10% sand and adding 6kg/m^3 pp fiber. The plastic fiber reinforced rubber concrete can not only overcome less compressive strength of rubber concrete, but also greatly improve the toughness of concrete.
出处
《混凝土与水泥制品》
2015年第7期58-61,共4页
China Concrete and Cement Products
基金
内蒙古自治区自然科学基金项目(2011MS0716)
关键词
塑钢纤维
橡胶混凝土
抗压强度
抗折强度
正交试验
PP fiber
Rubber concrete
Compressive strength
Flexural strength
Orthogonal experiment