混凝土盐冻破坏机理(Ⅱ):冻融饱水度和结冰压
CSTR:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:

西部交通建设科技项目(2001 318 788 77)


One of Mechanisms on the Deicer Frost Scaling of Concrete(Ⅱ):Degree of Saturation and Ice Formation Pressure during Freezing Thawing Cycles
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    研究了冻融循环条件下NaCl浓度(质量分数)对混凝土内部吸入溶液量和饱水度、溶液结冰膨胀率和结冰压的影响,继而对混凝土盐冻破坏机理进行分析.结果表明:随着NaCl浓度的增加,溶液结冰膨胀率和结冰压平衡值显著降低,但溶液结冰产生结冰压的临界饱水度显著提高;在NaCl溶液中进行冻融循环时,混凝土内部饱水度明显高于水中,且饱水度的增长主要取决于冷冻阶段吸入溶液量,与融化阶段关系很小;2%~6%NaCl溶液将产生最大结冰压,因此中低盐浓度引起的混凝土盐冻破坏最严重.

    Abstract:

    Effects of NaCl concentration(by mass) on the solution absorption and degree of saturation in concrete, and the ice formation expansion ratio and pressure of solutions were investigated under freezing thawing cycles, and then mechanisms on the deicer frost scaling of concrete were analyzed. Results show that the equilibrium value of ice formation expansion ratio and pressure of solutions are significantly reduced with the increase of NaCl concentration, but the critical degree of saturation is obviously enhanced. The degree of saturation in concrete during freezing thawing cycles in NaCl solutions are obviously higher than that in water, and the increase in degree of saturation in the concrete mainly depends on the solution absorption during the freezing, and is not related to the thawing. The ice formation pressure in 2%6% NaCl solution is maximum, so the deicer frost scaling caused by NaCl solution with the low medium concentration is most serious.

    参考文献
    相似文献
    引证文献
引用本文

杨全兵.混凝土盐冻破坏机理(Ⅱ):冻融饱水度和结冰压[J].建筑材料学报,2012,(6):741-746

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2011-06-24
  • 最后修改日期:2012-02-22
  • 录用日期:
  • 在线发布日期: 2012-12-27
  • 出版日期:
文章二维码