DOI QR코드

DOI QR Code

An experimental study on the Carbonation and Drying Shrinkage of High Strength Concrete Acording to Kinds and Ratios of Mineral Admixtures

혼화재 종류 및 치환율에 따른 고강도콘크리트의 중성화와 건조수축에 관한 실험적 연구

  • Published : 2003.09.01

Abstract

Carbonation and drying shrinkage are very important properties of concrete, that can cause concrete to lower its capacity and spall. But the research on them in high strength concrete is very poor. In this study, to estimate influences of W/B, the kind of admixture, the replacement ratio of admixture, fineness of blast furnace and etc. on drying shrinkage and carbonation, we make experiment with 3 levels(28, 35, 55%) of W/B, 3 kinds(blast-furnace slag, fly-ash, silica-fume) of admixture, 3 levels of the replacement ratio, 3 levels(4000, 6000, 8000cm2/g) of fineness of blast-furnace slag and 2 kinds of curing condition. As the results, compressive strength of concrete was decreased, as W/C was increased and the replacement ratio of admixture was increased. Drying shrinkage was increased, as W/B was higher, the replacement ratio of admixture was increased and fineness of blast-furnace slag was decreased. And carbonation was increased, as W/B ratio was higher, the replacement ratio of admixture was increased.

Keywords

References

  1. 佐藤佳代, 高爐スラグ微粉末昆入した高强度コンクリートの耐凍害性に關する硏究, 北海道大學, 平成4年度卒業論文
  2. 岸谷考一, 西澤紀昭 他, コンクリート構造物の耐久性シリーズ中性化, 技報堂
  3. 日本建築學會, 建築材料實驗用敎材

Cited by

  1. Effects of Limestone Powder and Silica Fume on the Hydration and Pozzolanic Reaction of High-Strength High-Volume GGBFS Blended Cement Mortars vol.27, pp.2, 2015, https://doi.org/10.4334/JKCI.2015.27.2.127
  2. Effects of Replacement Ratio and Fineness of GGBFS on the Hydration and Pozzolanic Reaction of High-Strength High-Volume GGBFS Blended Cement Pastes vol.27, pp.2, 2015, https://doi.org/10.4334/JKCI.2015.27.2.115
  3. Development of Testing and Analysis Model for Evaluation of Absorbed Water Diffusion into Concrete vol.11, pp.4, 2011, https://doi.org/10.5345/JKIBC.2011.11.4.371
  4. Physical Properties of 50MPa and 80MPa Ternary High Strength Concretes before and after Concrete Pumping vol.12, pp.4, 2012, https://doi.org/10.5345/JKIBC.2012.12.4.451