Multiple Polyamide Fiber Reinforced Shotcrete for Railway Tunnel Structure

철도 터널 구조물 시공을 위한 다발형 폴리아미드섬유 보강 숏크리트

  • 전중규 (코오롱건설(주), 기술연구센터) ;
  • 정재민 (코오롱건설(주), 토목사업본부) ;
  • 윤지현 (코오롱건설(주), 기술연구센터) ;
  • 전찬기 (인천대학교, 도시건설공학과)
  • Published : 2011.10.20

Abstract

Fiber reinforced shotcrete began to be used in tunnel constructions because it facilitates and expedites the construction process, and improves reinforcement properties. As one of the most widely used forms of shotcrete used in tunneling, steel fiber reinforced shotcrete offers excellent strength and ductility and allows quick reinforcement. However, steel fibers tend to lump together in cement matrix, and low levels of water and acid resistance cause corrosion in steel fiber, resulting in cracks and delamination. In particular, rebound and backlash of steel fiber is significantly increased during steel fiber reinforced shotcrete construction, compromising the flexural toughness and quality of shotcrete. In order to resolve the problems associated with steel fiber reinforced shotcrete and improve the application, durability, and cost-effectiveness of shotcrete, this paper proposes methods for manufacturing and constructing tunnels with multiple polyamide fiber reinforced shotcrete. We performed experiments to evaluate the performance of the proposed shotcrete, and the experimental results indicate that the multiple polyamide fiber reinforced shotcrete proposed in this paper offers outstanding performance that meets various construction design criteria.

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