養生の相違がフライアッシュコンクリートの物質移動抵抗性および空隙組織構造に与える影響

書誌事項

タイトル別名
  • Effect of Curing Conditions on Mass Transfer Resistance and Porous Geometries of Fly Ash Concrete
  • ヨウジョウ ノ ソウイ ガ フライアッシュコンクリート ノ ブッシツ イドウ テイコウセイ オヨビ クウゲキ ソシキ コウゾウ ニ アタエル エイキョウ

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抄録

The aim of this research is to reveal the effect of curing conditions on carbonation and chloride diffusion of normal concrete and fly ash replacement concrete. Sealed curing, air curing and curing under the wind and sunlight were compared to normal water curing. As the result, better curing made carbonation depth, chloride diffusion coefficient and void ratio of cement matrix were low, and in case of fly ash replacement concrete, mass transfer resistant was lower by comparison of same void ratio of normal concrete. According to the analysis of binarized concrete CT image by homogenization methods, magnitude relation of tortuosity between normal concrete and fly ash concrete is differ in the difference of water to powder ratio. This fact implies that the mechanism of high mass transfer resistance performance of fly ash concrete is different in differ of pore structure of each solid.

収録刊行物

  • 材料

    材料 61 (10), 811-818, 2012

    公益社団法人 日本材料学会

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