Papers

May, 2015

Transfer resistance to water flow of chloride adsorbed on concrete surface

Proc., Annual Meeting of JCA
  • Naoyuki HIDESAKA
  • ,
  • Tatsuya TSUBAKI

Volume
69
Number
1
First page
2p.
Last page
271
Language
Japanese
Publishing type
Research paper (scientific journal)
DOI
10.14250/cement.69.264
Publisher
Japan Cement Association

Chloride ions adhering to concrete surface make salt attack. It is possible to remove the ions by high-pressure washing or wash-away by rain and to suppress salt attack. This study's objective is to clarify primary factors which influence effects of high-pressure washing or wash-away by rain. The parameters considered in this study are denseness of concrete surface, crack width and adhesive properties of chloride. It is, however, difficult to estimate quantitatively the amount of transfer of chloride by simulating real water flow and rain under many kinds of parameters. Therefore, this study proposes a simpler and quicker method than the previous method by using small specimens. The transfer resistance of chloride adhering to concrete surface to water flow is examined by this method. Results of this study are as follows. The higher denseness and wider crack width result in the more transfer of chloride. The amount of transfer of chloride adhering to concrete surface by salt water increases from 2 to 4 times greater than under by deliquescence. The transfer methods are divided into "physical transfer by colliding water(without melting)" and "outflow and penetration after melting". Most of transfer of chloride has finished in 2 minutes from start and the factor is "physical transfer by colliding water". The factor "outflow and penetration after melting" hardly happens.

Link information
DOI
https://doi.org/10.14250/cement.69.264
CiNii Articles
http://ci.nii.ac.jp/naid/130005140608
URL
https://jlc.jst.go.jp/DN/JLC/20021930087?from=CiNii
ID information
  • DOI : 10.14250/cement.69.264
  • ISSN : 0916-3182
  • CiNii Articles ID : 130005140608

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