경량 폴리머 콘크리트의 난연성 및 동결융해 저항성

Incombustibility and Freezing-Thawing Resistance of Lightweight Polymer Concrete

  • 발행 : 2003.01.01

초록

The effects of binder content and silica sand content on the durability characteristics of lightweight polymer concretes are examined. As a result, the flame lingering times using unsaturated polyester resin and non-combustible polyester resin were 60∼120 and 0∼4 seconds respectively, and the combustion lengths were 9∼11 mm and 0∼3 mm, respectively. Thus it is believed that the lightweight polymer concrete was incombustible and the light weight polymer concrete in which non-combustible material was added was perfectly non-combustible. The percent of original mass of lightweight polymer concrete, according to the freezing-thawing experiment, was below 0.3 %, which was much less than that of cement concrete. The pluse velocity, for the case of the binder content 28 %, showed the minimum decreasing rate for the lightweight polymer concrete with silica sand content of 50 %. The higher the binder content, the greater the durability. That is much higher than other material and believed that the freezing-thawing was suppressed by a low absorption.

키워드

참고문헌

  1. Wilson, H. S. & Malhotra, V. M., 1988, Development of High Strength Lightweight Concrete for Structural Applications, The International Journal of Cement Composites and Lightweight Concrete, Vol 10, No 2, pp. 79-90
  2. Malhotra, V. M., 1990, Properties of HighStrength Lightweight Concrete Incorporation Fly Ash and Silica Fume, High-Strength Concrete Second International Symposium, pp.645-660
  3. Berra, M., & Ferrara, G., 1990, Normalweight and Total-Lightweight High-Strength Concretes.A Comparative Experimental Study, High-Strength Concrete Second International Symposium, pp. 701-733
  4. Mor, A., 1992, Steel-Concrete Bond in High-Strength Lightweight Concrete, ACI Materials Journal, Vol. 89, No. 1, pp. 82
  5. Hiuchi. K, Huroka, K and Nakusu, K, 1990, 'Properties of Ultra Lightweight Concrete', CAJ Proceedings of Cement & Concrete, No. 44, pp. 680-685
  6. Demura, K, Ohama, Y, & Shimizu, A., 1984, Proposed Mix Proportioning of Polyester Resin Concrete, Polymer in Concrete, Proceedings of the Fourth International Congress on Polymers in Concrete, Institute far Sponende Technologie und Werkzeugmaschinen, Technische Hochschule Darmstadt, Darmstadt, West Germany, pp. 265-269
  7. Kobayashi, T., & Ohama, Y, 1984, LowTemperature Curing of Polymethyl Methacrylate Polymer Concrete, International Symposium on Mechanical Properties of Special Concrete, Transportation Research Record 1003, pp. 15-18
  8. Okada, K, Kobayashi, K, & Tokunaga, M., 1981, Fundamental Studies on Structural Use of Resin Concrete, Proceedings of the Third ICPIC, pp. 538-552
  9. Demura, K, 1982, 'Study of Development of Resin Concrete for Architecture', Nihon University, pp. 18-38
  10. Helmuth, R. A., 1960, 'Capillary Size Restrictions on Ice Formation in Hardened Portland Cement Pastes', Proceedings of the Fourth International Symposium on the Chemistry of Cement, Vol. 1, pp. 855-869
  11. Takivama, I., 1978. 'Polyester Resin'. Nichan Industry Co., pp. 146-157
  12. Ohama, Y and Demura. K, 1984, 'Polymer Concrete', CMC, p. 98