期刊文献+

地下水强酸盐复合腐蚀环境下耐腐蚀混凝土的制备 被引量:2

Study on the performance and preparation of anti-corrosive concrete exposed to groundwater aggressive environment
原文传递
导出
摘要 本文模拟地下水强酸盐复合的腐蚀环境,以抗压强度耐蚀系数、氯离子扩散深度、质量损失率三个评价指标作为耐腐蚀性能评价指标,试验研究强度等级、骨料岩性以及胶集比等因素对混凝土耐腐蚀性能的影响。研究表明,对给定复合胶凝材料体系,提高混凝土强度等级、选择耐腐蚀性好的骨料以及确定合适的胶集比均可以有效地提高混凝土的耐腐蚀性能。在此基础上,优化并制备出适用于地下水强酸盐复合腐蚀环境中的耐腐蚀混凝土。 In this work,anti-corrosion coefficient of compressive strength,chloride ion diffusion depth and mass change fraction were set up as the indexes to evaluate corrosion resistance of concrete under the simulation of groundwater aggressive environment,The effects of strength grade,the aggregate lithology,and binder aggregate ratio on corrosion resistance of concrete exposed to groundwater aggressive environment were studied.The results showed that for the given composition cementing material system,to increase the concrete strength grade,choose the aggregates with better corrosion resistance and the appropriate binder-aggregate ratio could effectively enhance the corrosion resistance of concrete.On that basis,and the anti-corrosive concrete was achieved by optimizing the influence factors.
出处 《商品混凝土》 2015年第10期41-45,共5页 Ready-Mixed Concrete
关键词 酸盐复合腐蚀 耐腐蚀 强度等级 岩性 胶集比 groundwater aggressive corrosion corrosion resistance strength grade lithology binder-aggregate ratio
  • 相关文献

参考文献2

  • 1程祖锋.建筑基础腐蚀性试验与评价研究[D].吉林大学2006
  • 2Mehta P K,Aitcin P C.Principles underlying production of high-performance concrete. Cement and Concrete Research . 1990

同被引文献21

引证文献2

二级引证文献14

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部