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废旧橡胶微粒对水泥砂浆性能的影响研究
引用本文:李清海,孙蓓,史新亮.废旧橡胶微粒对水泥砂浆性能的影响研究[J].中国建材科技,2009,18(3):82-84.
作者姓名:李清海  孙蓓  史新亮
作者单位:1. 中国建筑材料科学研究总院绿色建筑材料国家重点实验室,北京,00024
2. 河南理工大学,河南焦作,454000
摘    要:本文探讨了不同工艺加工而成的橡胶微粒掺量、粒径对砂浆工作性和强度的影响规律。研究结果表明:砂浆流动性随橡胶微粒粒径的增加而增加,随掺量的增加先增加后回落;切削法生产的橡胶微粒配制的砂浆流动度总体上高于摩擦法。橡胶微粒砂浆抗折强度、抗压强度均随橡胶微粒掺量的增加而减小,摩擦法生产的橡胶微粒砂浆力学性能要好于切削法橡胶微粒砂浆。并对其机理进行了探索与分析。

关 键 词:橡胶微粒  水泥砂浆  工作性  强度  机理

Investigation on Performance of Rubber Particle to Cement Mortar
Abstract:The effect of crumb rubber mortar (CRM) workability and strength is studied on rubber particles dosages ,size ,mixture methods. The result shows that fluidity increases with rubber particles size increasing; and in-creases then decreases with rubber particles dosages increasing; cutting method is higher than friction method on fluidity of CRaM as a whole. Flexural、compressive strength decrease both with robber particles dosages increasing,and decreased extent of compressive strength is bigger; and increases with rubber particles size increasing; rubber particle with friction method is higher than cutting method in strength. And mechanism which compressive strength changes with temperature is studied.
Keywords:rubber particles  cement mortar  workability  strength  mechanism
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