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Evaluation on Spalling Properties of Specimen Size with PP Fiber and Fireproof Coating

  • 투고 : 2011.04.22
  • 심사 : 2011.07.16
  • 발행 : 2011.08.20

초록

High Strength Concrete (HSC) has weakness that in a fire, it is spalled and brittles. The phenomenon of spalling is made by water vapor's being confined in watertight concrete. This study is aimed to evaluate explosive spalling properties of high strength concrete with ${\square}100{\times}100{\times}200$ mm specimen and ${\square}400{\times}400{\times}1500$ mm column. To prevent spalling of concrete, fireproof coating and PP fiber are used. As a result, ${\square}400{\times}400{\times}1500$ mm column was prevented spalling likes ${\times}100{\times}100{\times}200$ mm specimen. When concrete protected failure to explosive spalling, quantity heat ratio (which fireproof coating specimen to pp fiber mixed specimen) between ${\square}100{\times}100{\times}200$ mm and ${\square}400{\times}400{\times}1500$ mm was maximum value at 20 minute, but difference of quantity heat ratio decreased and quantity heat ratio of each specimen is almost same at 30 minute.

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참고문헌

  1. Hertz KD. Limits of spalling of fire-exposed concrete. Fire Safety Journal. 2003 Mar;38(2):103-116. https://doi.org/10.1016/S0379-7112(02)00051-6
  2. Lee JS, Chung KS. An Experimental Study on Spalling Causes of High Strength Concrete. Journal of the Architectural Institute of Korea. 2008 May;24(5):101-108.
  3. Kalifa P, Menneteau FD, Quenard D. Spalling and pore pressure in HPC at high temperatures. Cement and Concrete Research. 2000 Oct;30(10):1915-27. https://doi.org/10.1016/S0008-8846(00)00384-7
  4. Song YC, Kim YR, Oh JK, Kim OJ, Lee DB, Kwon YJ. A Study on Fire Protection Covering Method to Secure Fire Resistance Performance of High strength Concrete. Proceeding of Conference in Architectural Institute of Korea; 2008 Oct 24-25; Gwangju(Korea). Seoul(Korea): Architectural Institute of Korea; 2008. p. 423-6.
  5. Han CG, Yang SW, Han MC, Kim SW, Lee SH, Kim WJ. Recent Spalling Prevention Technology of the High Strength Concrete Subjected to Fire. Magazine of the Korea Concrete Institute. 2008 Sep;20(5):43-52. https://doi.org/10.4334/JKCI.2008.20.1.043
  6. Shin SW, Yoo SH, Kim IK. Spalling Reduction Methods of Ultra High-Strength Reinforced Concrete Columns. Journal of the Korea Institute for Structural Maintenance Inspection. 2006 Sep;10(5):171-8.
  7. Kalifa P. High-Temperature behaviour of HPC with pol-y propylene fibers from spalling to micro structures. Cement and Concrete Research. 2001 Oct;31(10):1487 -99. https://doi.org/10.1016/S0008-8846(01)00596-8
  8. Song H, Ko JW. Thermal Properties and Explosive Spalling for High Strength Concrete. Magazine of the Korea Concrete Institute. 2008 Sep;20(5):26-32.
  9. Na CS, Shin SB, Cho BS, Kwon YJ, Kim GY, Kim MH. An Experimental Study on the Explosive Spalling Properties of High Performance Concrete by Material Factors. Proceeding of Conference in Architectural Institute of Korea; 2006 Oct 24-25; Daegu(Korea). Seoul(Korea): Architectural Institute of Korea; 2006. p. 505-8.
  10. Schneider U. Concrete at High Temperatures A General Review. Fire Safety Journal. 1988 Apr;13(1):55-68. https://doi.org/10.1016/0379-7112(88)90033-1