煤炭工程 ›› 2016, Vol. 48 ›› Issue (8): 125-127.doi: 10.11799/ce201608037

• 研究探讨 • 上一篇    下一篇

掺矿渣微粉的高性能混凝土抗冻性试验研究

冯孟超,李瑞璟,张雪晴,张轩,马琳琳   

  1. 1. 河北工程大学土木工程学院
    2. 河北工程大学土木学院
    3. 河北工程大学
  • 收稿日期:2016-03-29 修回日期:2016-04-18 出版日期:2016-08-10 发布日期:2016-08-19
  • 通讯作者: 冯孟超 E-mail:1138440294@qq.com

Experimental Study on the Frost Resistance of the High Performance Concrete Mixed with Slag Powder

  • Received:2016-03-29 Revised:2016-04-18 Online:2016-08-10 Published:2016-08-19

摘要: 通过测定相对动弹性模量和质量损失研究掺矿渣微粉的高性能混凝土的抗冻性,分析矿渣微粉的掺量对混凝土的塌落度、强度以及抗冻性的影响并且对掺加抗冻剂和不掺抗冻剂混凝土的抗冻性能进行对比分析。结果表明:矿粉的掺加可以显著提高混凝土的塌落度|过多掺入矿粉对混凝土早期强度具有负面的影响|抗冻剂可显著提高混凝土的抗冻性能。

关键词: 矿渣微粉, 抗冻性, 高性能混凝土, 相对动弹性模量, 质量损失

Abstract: By measuring the relative dynamic elastic modulus and quality loss, the research of the frost resistance of concrete mixing with ground granulated blast furnace slag (GGBS) has been done. The effect of GGBS content on the slump, strength and frost resistance of concrete are analysed, and comparative studying on the freeze-thaw resistance of concrete mixed with frost-resisiting admixture and no frost-resisiting admixture have been analysed. The results indicated that the slump of the concrete increased with the increase of GGBS content; excessive mixing GGBS has a negative effect on the early strength of the concrete and that the frost-resisiting admixture can greatly improve freeze-thaw resistance of concrete.

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