셀룰로우스섬유보강 콘크리트의 소성수축 균열에 관한 실험적 연구

Experimental Study for Plastic Shrinkage Cracking of Cellulose Fiber Reinforced Concrete

  • 원종필 (건국대학교 농공학과) ;
  • 박찬기 (건국대학교 농공학과) ;
  • 안태송 (한국도로공사 도로연구소 재료연구실 실장)
  • 발행 : 1998.10.01

초록

Plastic shrinkage cracking is a major concern for concrete, especially for flat structures as highway pavement, slabs for parking garages, and walls. One of the methods to reduce the adverse effect of plastic shrinkage cracking is to reinforced concrete with short randomly distributed fibers. The contribution of cellulose fiber to the plastic shrinkage crack reduction potential of cement composites and its evaluation are presented in this paper. The effects of differing amounts of fibers(0.9kg/㎥, 1.3kg/㎥, 1.5kg/㎥) were studied. The results of tests of the cellulose fiber reinforced concrete were compared with plain concrete and polypropylene fiber reinforced concrete. Results indicated that cellulose fiber reinforcement showed an ability to reduce the total area and maximum crack width significantly(as compared to plain concreted to plain concrete and polypropylene fiber concrete).

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