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LMC(Latex Modified Concrete)의 염소이온 확산 특성

Evaluation of Diffusion Property of Latex Modified Concrete

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초록

It is most serious problem which is various occurs from the agricultural concrete structure and off shore concrete structure the problem which it comes to think is deterioration of the concrete which is caused with the corrosion of the reinforcing steel which is caused by with permeation of the water and the sea water. Specially the off shore concrete structure has been deteriorated by the steel reinforcement corrosion. The latex modified concrete(LMC) was adds latex in the plain concrete as the latex has increase the durability of concrete. This study were accomplished to the estimate the diffusion coefficient of LMC, and the time dependent constants of diffusion. The average chloride diffusion coefficient was estimated. Also, the average chloride diffusion coefficient was compared with diffusion coefficient test results of 28 curing days. The test results indicated that the average chloride diffusion coefficient could closely estimate the test results of the diffusion coefficient test results of 28 curing days.

Abstract

It is most serious problem which is various occurs from the agricultural concrete structure and off shore concrete structure the problem which it comes to think is deterioration of the concrete which is caused with the corrosion of the reinforcing steel which is caused by with permeation of the water and the sea water. Specially the off shore concrete structure has been deteriorated by the steel reinforcement corrosion. The latex modified concrete(LMC) was adds latex in the plain concrete as the latex has increase the durability of concrete. This study were accomplished to the estimate the diffusion coefficient of LMC, and the time dependent constants of diffusion. The average chloride diffusion coefficient was estimated. Also, the average chloride diffusion coefficient was compared with diffusion coefficient test results of 28 curing days. The test results indicated that the average chloride diffusion coefficient could closely estimate the test results of the diffusion coefficient test results of 28 curing days.

참고문헌 (15)

  1. Babaie, K., "NCHRP Report 297 : Evaluation of bridge deck protective strategies", Transportation Research Board National Research Council, pp.80~ (1987)
  2. Latex modified concrete bridge deck overlays field performance analysis, "Bishara, A.G.", 96~, pp.Report No. FHWA (1979), OH[DOI]
  3. Kuhlmann, L.A., "Performance history of latex-modified concrete overlays", pp.205~218 (1981), ACI Publication
  4. Kuhlmann, L.A., "Experiments to evaluate factors effecting the permeability of portland cement mortar and concrete modified with styrene-butadiene Latex, Presented at the Research Session" (1990), ACI Annual Meeting
  5. Kim, Y-I., "Strength and watertightness properties of EVA modified high strength concrete", KSAE, 49(1), pp.45~54 (2007)
  6. Maultzsh, M., "Studies on the durability of polymer modified cement concrete for the repair of concrete structures", Materials Engineering Journal, 1(1), pp.77~84 (1989)
  7. Mangot, P.S, "Prediction of free chloride concentration in concrete using routine inspection data", Magazine of Concrete Research, 46(169), pp.279~287 (1994)
  8. "NCHRP Synthesis of Highway Practice 57, 1979, Durability of concrete bridge decks, Transportation Research Board, National Research Council, Washington D.C.., pp. 61", 61~ (1979)
  9. "NT Build 492, 1999, Concrete, mortar and cement based repair materials: chloride migration coefficient from non-steady-state migration experiments, Approved 1999, 11, Nordtes", ~ (1999)
  10. Ohama, Y., "Chloride permeability of polymer-modified concrete", Transactions of the Japan Concrete Institute, 7, pp.165~172 (1985)
  11. Okba, S.H., "Evaluation of the corrosion resistance of latex modified concrete(LMC)", Cement and Concrete Research, 27(6), pp.861~868 (1997)
  12. Poulsen, E., "On a model of chloride ingress into concrete having time- dependent diffusion coefficient, In Nordic Miniseminar-Chloride Transport in Concrete, Dept. of Building Materials", pp.93~ (1993), Goteborg, Publication
  13. Tang, L., "Chloride diffusivity in high strength concrete", Nordic Concrete Research, 11, pp.162~170 (1992)
  14. Weyers, R.E., "Concrete bridge protection and rehabilitation : chemical and physical techniques, strategic highway research program" (1994), National Research Council
  15. Won, J-P., "Optimum mix proportion of latex modified repair mortar for agricultural concrete structures", KSAE, 49(2), pp.37~46 (2007)

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