首页> 中文期刊> 《四川建材》 >机制砂配制自密实混凝土配合比设计

机制砂配制自密实混凝土配合比设计

         

摘要

Based on the technical specification of self -compacted concrete, the effect of the sand type, sand ratio, water content, water reducing agent type and gravel size on the properties of self - compacted concrete are studied, including slump, the time to pass through the V-shaped funnel, the ca-pacity to pass through U-shaped box of all the Work perform-ance, and the 7 days and 28 days strength. The self-compac-ted concrete was designed first and was optimized after several experiments. Then a rational mix proportion for the self-com-pacted concrete using manufactured sand is obtained.%以自密实混凝土应用技术规程[1]为基础,采用先设计后调整的方法研究砂的类别及砂率、用水量、减水剂种类及石子粒径大小对自密实混凝土坍落扩展度,通过V型漏斗的时间,通过U型箱等的工作性能以及7d和28 d强度的影响,经过实验反复优化,最终配制出机制砂自密实混凝土。

著录项

相似文献

  • 中文文献
  • 外文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号