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An experimental study on the development of ultra-high strength powder concrete using ferro-silicon

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주제분류재료공학

초록

In this study, ordinary and low-heat Portland cement and ordinary Portland cement were used for experiments and the air gap was minimized by using minute quartz as a filling. Additionally, a steel fiber was used to solve the brittle failure problem observed at high-intensity stresses. This study aimed to make an ultra-high strength powdered concrete, which has a compressive strength above 400 MPa. Ultra-high strength powdered concrete, which is different from the original concrete, is highly influenced by the materials used. In the study, the following had an effect on the compressive strength : ferro silicon > bauxite > dolomite > silicon. According to the SEM results, C-S-H hydrate was made in the highest quantiy, and tobermorite and zonolite were made by high temperature and pressure curing, respectively. In this study, ultra-high strength powdered concrete, which has a 28th day compressive strengthedof 420 MPa, has been successfully made.

Abstract

In this study, ordinary and low-heat Portland cement and ordinary Portland cement were used for experiments and the air gap was minimized by using minute quartz as a filling. Additionally, a steel fiber was used to solve the brittle failure problem observed at high-intensity stresses. This study aimed to make an ultra-high strength powdered concrete, which has a compressive strength above 400 MPa. Ultra-high strength powdered concrete, which is different from the original concrete, is highly influenced by the materials used. In the study, the following had an effect on the compressive strength : ferro silicon > bauxite > dolomite > silicon. According to the SEM results, C-S-H hydrate was made in the highest quantiy, and tobermorite and zonolite were made by high temperature and pressure curing, respectively. In this study, ultra-high strength powdered concrete, which has a 28th day compressive strengthedof 420 MPa, has been successfully made.

참고문헌 (13)

  1. G. T. Ko, , Korea Society of Civil Engineers, 27(3), pp.427~432 (2004)
  2. S. H. Bae, , Korea Concrete Institute Collection of Papers, 15, pp.129~133 (2003)
  3. H. Lim, , Civil Engineering, HanyangUniv, ~ (2008)
  4. B. W. Jo, , Advances in Cement Research, 22(2), pp.91~97 (2010)
  5. H.J. Min, , Architectural Institute of Korea Collection of Papers, 26 (2006)
  6. H.J. Min, , Architectural Institute of Korea Collection of Papers, 23(7) (2007)
  7. Y. G. Yun, , The Korean Society of Mechanical Engineers, 24(12), pp.2909~2916 (2000)
  8. M. Mazloom, , Cement and Concrete Composites, pp.12~34 (2003)
  9. J. J. Park, , Korea Concrete Institute Collection of Papers, 17(1), pp.35~41 (2003)
  10. H.Y. Moon, , Concrete Institute Collection of Papers, 4(2) (1992)
  11. Richard. P, , Cement and Concrete Research, 25(7), pp.1501~1511 (1995)
  12. Richard. P, , ACI Spring Convention, 27(3), pp.507~517 (1994)
  13. A. Palomo, , Cement and Concrete Research, 29, pp.1323~1329 (1999)

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