首页> 外文会议>Concrete solutions >Determination of chloride ion diffusion coefficient in outer layer of concrete with silicate-type surface penetrant
【24h】

Determination of chloride ion diffusion coefficient in outer layer of concrete with silicate-type surface penetrant

机译:硅酸盐型表面渗透剂测定混凝土外层氯离子扩散系数

获取原文
获取原文并翻译 | 示例

摘要

Surface penetrants are often employed as part of preventive maintenance procedures for concrete structures. Guidelines for the use of surface penetrants state that chloride ingress into the reformed surface parts is different from that into the deeper, nonreformed parts; to ensure durability after repair, the design of the structure should consider the chloride ion diffusion coefficients of both the parts. However, there is no established method to determine the diffusion coefficient of the reformed part. This paper proposes a method for determining the apparent chloride ion diffusion coefficient in outer concrete layers reformed by silicate-type surface penetrants. The extent of surface penetration was investigated on the basis of the Vickers hardness distribution inside the concrete. Subsequently, a concrete specimen to which a surface penetrant was applied was exposed to a chloride environment, and the chloride ion concentration distribution in the concrete was measured. Simultaneously, the chloride ion distribution was measured for a concrete specimen without the penetrant treatment, and the two specimens were compared. To determine the diffusion coefficient of the penetrated part, a comparison was made by considering the equivalent cover depth. Such measurements imply that a segmented thickness with a low diffusion coefficient (conferred by the surface penetrant) can be replaced with a cover depth of normal concrete. The results showed that the penetration depths of the surface penetrants were 3-7 mm, and the apparent chloride ion diffusion coefficient was 0.4-0.6 cm~2/year. The applicability of the results was demonstrated by gauging the effect of the surface penetrant in delaying the onset of corrosion by using the apparent chloride ion diffusion coefficients calculated in the study. The results confirmed that the use of surface penetrants delays the initial stages of corrosion by up to a maximum of 18 years.
机译:表面渗透剂通常用作混凝土结构预防性维护程序的一部分。使用表面渗透剂的准则规定,氯化物进入重整表面部分的方式与进入较深的未改质部分的方式不同。为了确保维修后的耐用性,结构的设计应考虑两个零件的氯离子扩散系数。但是,没有确定重整部件的扩散系数的确定方法。本文提出了一种确定由硅酸盐型表面渗透剂改性的混凝土外层中表观氯离子扩散系数的方法。基于混凝土内部的维氏硬度分布,研究了表面渗透的程度。随后,将施加有表面渗透剂的混凝土样品暴露于氯化物环境中,并测量混凝土中氯离子浓度分布。同时,对未经渗透处理的混凝土样品测量氯离子分布,并将两个样品进行比较。为了确定穿透部分的扩散系数,通过考虑等效覆盖深度进行了比较。这样的测量意味着具有低扩散系数的分段厚度(由表面渗透剂赋予)可以用普通混凝土的覆盖深度代替。结果表明,表面渗透剂的渗透深度为3-7mm,表观氯离子扩散系数为0.4-0.6cm〜2 /年。通过使用研究中计算出的表观氯离子扩散系数来衡量表面渗透剂在延迟腐蚀发生中的作用,从而证明了该结果的适用性。结果证实,使用表面渗透剂可将腐蚀的初始阶段最多延迟18年。

著录项

  • 来源
    《Concrete solutions》|2014年|409-416|共8页
  • 会议地点 Belfast(IE)
  • 作者

    S. Miyazato; D. Kuroiwa;

  • 作者单位

    Kanazawa Institute ofTechnology, Ishikawa, Japan;

    Kanazawa Institute ofTechnology, Ishikawa, Japan;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

相似文献

  • 外文文献
  • 中文文献
  • 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