Explosive Spalling of Structural Lightweight Aggregate Concrete

구조용 경량골재 콘크리트의 폭렬특성

  • 송훈 (요업(세라믹)기술원, 시멘트.콘크리트팀) ;
  • 이종찬 (한국건설기술연구원, 건축연구부) ;
  • 이세현 (한국건설기술연구원, 건축연구부) ;
  • 김우재 (포스코건설(주) 기술연구소, 건설기술연구팀)
  • Published : 2006.05.11

Abstract

Normally, with all ensuring the fire resistance structure as a method of setting the required cover thickness to fire, the RC is significantly affected from the standpoint of its structural stability that the compressive strength and elastic modulus is reduced by fire. Especially, high strength concrete and lightweight aggregate concrete is occurred serious fire performance deterioration by explosive spalling. Thus, this study is concerned with explosive spalling of lightweight concrete using structural lightweight aggregate. From the experimental test result, lightweight aggregate concrete is happened explosive spalling. The decrease of cross section caused by explosive spalling made sharp increasing gradient of inner temperature.

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