Evaluation on the Mechanical Performance of Concrete Using Entanglement Polyamide Fiber

다발형 폴리아미드섬유 보강 콘크리트의 역학적 성능평가

  • Jeon, Joong Kyu (Infrastructure Research Lab., R&BD Center, Klong Global Corp.) ;
  • Kim, Gyu Yong (Department of Architecture Engineering, Chungnam National University) ;
  • Jeon, Chan Ki (Urban and Environmental Engineering Department, University of Incheon) ;
  • Lee, Soo Choul (Department of Civil & Environmental Engineering, Gacheon University)
  • Published : 2012.09.30

Abstract

Steel fiber is high stiffness and large weight. So, Pumping hose to rupture of the safety management is difficult. Steel fiber caused by corrosion of the deterioration of durability and high-rebound losses are needed for the improvements. Thus, the revised regulations in 2009 by a steel fiber to reinforce other materials is possible. Variety of fiber reinforcement material for concrete review of applicability is needed. Steel fiber strength than the other fibers is large and by the geometry of the fibers are attached to improve performance. However, compared to steel fiber organic fibers and low modulus of elasticity and tensile strength of fiber and agglomeration occurs in the concrete to be used as reinforcement material is difficult. In this regard, the present study as a single object in the micro-fiber bouquet sharp entanglement through make muck attach surface area, distributed fibers from surfactant of the surface enhanced polyamide fibers, steel fiber and PP fiber reinforced concrete by comparing the scene to provide a basis for the use.

콘크리트의 보강재료로 사용되고 있는 강섬유는 강성이 크고 중량이 무거워 안전관리의 어려움이 있으며, 강섬유의 부식으로 인한 내구성 저하 및 높은 리바운드 손실량이 등이 개선사항으로 요구되고 있다. 이와같이 2009년 개정된 규정에 의해 강섬유 외의 재료보강이 가능해짐에 따라 콘크리트 보강재료로서 강섬유 이외의 다양한 섬유의 적용성 검토가 필요한 실정이다. 강섬유는 기타섬유에 비해 강성이 크고, 섬유의 형상에 따라 부착성능을 개선하였만, 유기섬유의 경우 강섬유에 비해 일반적으로 탄성계수 및 인장강도가 낮고 섬유의 뭉침현상이 발생하여 콘크리트 보강재료로 사용하기 위해서는 적절한 섬유 개질이 필요한 실정이다. 이러한 관점에서, 본 연구에서는 미세섬유를 다발형 단일 개체로서 공기 압출성형을 통해 부착 비표면적을 크게 하여 역학적 성능을 고려하고, 섬유의 표면을 계면 활성제로 개질하여 분산성을 향상시킨 폴리아미드섬유와 강섬유, PP섬유를 혼입한 콘크리트를 비교하여 현장 활용을 위한 기초 자료를 제시하고자 한다.

Keywords

References

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