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폴리프로필렌 섬유 혼입량에 따른 초고성능 콘크리트의 내화 특성

Fire Resistance of Ultra-High Performance Concrete According to the Amount of Polypropylene Fiber

  • Choi, Jeong-Il (Biohousing Research Center, Chonnam National University) ;
  • Cho, Ki Hyeon (School of Architecture, Chonnam National University) ;
  • Yu, Hyun Sang (School of Architecture, Chonnam National University) ;
  • Kim, Hee Joon (School of Architecture, Chonnam National University) ;
  • Lee, Bang Yeon (School of Architecture, Chonnam National University)
  • 투고 : 2020.04.29
  • 심사 : 2020.06.22
  • 발행 : 2020.06.30

초록

이 연구의 목적은 초고성능 콘크리트의 폴리프로필렌 섬유 혼입량에 따른 폭렬 특성을 조사하는 것이다. 이를 위하여 섬유 혼입량이 다른 각각의 배합을 가열온도 900℃까지 가열한 후, 폭렬 성상, 잔존 압축강도 및 초음파 전달속도를 평가하였다. 실험 결과, 소량의 폴리프로필렌 섬유를 혼입하여도 폭렬 저항성능이 향상되는 것으로 나타났다. 폴리프로필렌 섬유를 0.4%이상 혼입하면 가열온도 900℃에서도 폭렬이 발생하지 않은 것으로 나타났다. 가열온도 900℃일 때, 잔존 압축강도는 상온 압축강도보다 48% 감소하고, 초음파 전달속도는 상온 전달속도보다 44% 감소하는 것으로 나타났다.

The purpose of this study is to investigate the fire resistance of ultra-high-performance concrete according to the amount of polypropylene fiber. Different mixtures according to the amount of polypropylene fiber were exposed to a maximum temperature of 900℃; and explosive spalling, residual compressive strength, and ultrasonic velocity of each specimen were evaluated. Test results showed that the fire resistance can be improved by including a small amount of polypropylene fiber in ultra-high performance concrete. It was not observed that explosive spalling occur at a temperature of 900℃ when the polypropylene fibers over 0.4% were included. Residual compressive strength and ultrasonic velocity decreased by 48% and 44%, respectively, compared to those at room temperature.

키워드

참고문헌

  1. Choi, J.I., Jang, S.Y., Kwon, S.J., Lee, B.Y. (2017). Tensile behavior and cracking pattern of an ultra-high performance mortar reinforced by polyethylene fiber, Advances in Materials Science and Engineering, 2017, 1-10.
  2. Consolazio, G.R., McVay, M.C., Rish III, J.W. (1998). Measurement and prediction of pore pressures in saturated cement mortar subjected to radiant heating, Materials Journal, 95(5), 525-536.
  3. Han, C.G., Yang, S.H., Lee, B.Y., Hwang, I.S., Jun, S.C. (2002). Properties of fire resistance of high performance concrete with varying contents of polypropylene fiber and specimen size, Journal of the Korea Concrete Institute, 14(4), 449-456 [in Korean]. https://doi.org/10.4334/JKCI.2002.14.4.449
  4. Heinz, D., Dehn, F., Urbonas, L. (2004). Fire resistance of ultra high performance concrete (UHPC)-Testing of laboratory samples and columns under load, In International Symposium on Ultra High Performance Concrete, Kassel Germany, 703-715.
  5. Kalifa, P., Chene, G., Galle, C. (2001). High-temperature behaviour of HPC with polypropylene fibres: From spalling to microstructure, Cement and Concrete Research, 31(10), 1487-1499. https://doi.org/10.1016/S0008-8846(01)00596-8
  6. Kalifa, P., Menneteau, F.D., Quenard, D. (2000). Spalling and pore pressure in HPC at high temperatures, Cement and Concrete Research, 30(12), 1915-1927. https://doi.org/10.1016/S0008-8846(00)00384-7
  7. Liang, X., Wu, C., Su, Y., Chen, Z., Li, Z. (2018). Development of ultra-high performance concrete with high fire resistance, Construction and Building Materials, 179, 400-412. https://doi.org/10.1016/j.conbuildmat.2018.05.241
  8. Peng, G.F., Kang, Y.R., Huang, Y.Z., Liu, X.P., Chen, Q. (2012). Experimental research on fire resistance of reactive powder concrete, Advances in Materials Science and Engineering 2012, 1-6.
  9. Phan, L.T. (2002). High-strength concrete at high temperature-an overview, Proceedings of 6th international symposiumon utilization of high strength/high performance concrete, Leipzig, Germany, 501-518.
  10. Russell, H.G., Graybeal, B.A. (2013). Ultra-High Performance Concrete: A State-of-the-Art Report for the Bridge Community, Federal Highway Administration, McLean.
  11. Xiao, J., Falkner, H. (2006). On residual strength of high-performance concrete with and without polypropylene fibres at elevated temperatures, Fire Safety Journal, 41(2), 115-121. https://doi.org/10.1016/j.firesaf.2005.11.004
  12. Xiong, M.X., Liew, J.R. (2015). Spalling behavior and residual resistance of fibre reinforced Ultra-High performance concrete after exposure to high temperatures, Materiales de Construccion, 65(320), e071, 1-10.