山东大学学报(工学版) ›› 2016, Vol. 46 ›› Issue (6): 89-96.doi: 10.6040/j.issn.1672-3961.0.2016.091
王海龙,王培,王磊,张克
WANG Hailong, WANG Pei, WANG Lei, ZHANG Ke
摘要: 为拓展废旧轮胎、再生骨料及天然浮石的应用范围,研究了在1∶1(再生骨料和天然浮石体积比为1∶1)混合骨料中外掺不同粒径(粒径20目、60目、80目、100目、120目)和不同掺量(掺量3%、6%、9%)的废旧橡胶粉,分析混合骨料混凝土的早期力学性能和微观结构。试验结果表明:在粒径相同的条件下,废旧橡胶粉使混合骨料混凝土的抗压强度降低率增大;掺量相同时,80目抗压强度下降率最大;从环境扫描电镜中得出,橡胶粉、再生骨料、浮石与水泥界面是薄弱区域,是造成混合骨料混凝土强度降低的主要原因。
中图分类号:
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