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대구경 상수도관 부식 손상부의 고분자 필러와 복합슬리브 성능 평가 KCI 등재

Performance assessment of polymeric filler and composite sleeve technique for corrosion damage on large-diameter water pipes

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상하수도학회지 (Journal of the Korean Society of Water and Wastewater)
대한상하수도학회 (Korean Society Of Water And Wastewater)
초록

In this study, the physical properties and fracture characteristics according to the tensile load are evaluated on the materials of the polymeric filler and carbon fiber-based composite sleeve technique. The polymeric filler and the composite sleeve technique are applied to areas where the pipe body thickness is reduced due to corrosion in large-diameter water pipes. First, the tensile strength of the polymeric filler was 161.48~240.43 kgf/cm2, and the tensile strength of the polyurea polymeric filler was relatively higher than that of the epoxy. However, the tensile strength of the polymeric filler is relatively very low compared to ductile cast iron pipes(4,300 kgf/cm2<) or steel pipes(4,100 kgf/cm2). Second, the tensile strength of glass fiber, which is mainly used in composite sleeves, is 3,887.0 kgf/cm2, and that of carbon fiber is up to 5,922.5 kgf/cm2. The tensile strengths of glass and carbon fiber are higher than ductile cast iron pipe or steel pipe. Third, when reinforcing the hemispherical simulated corrosion shape of the ductile cast iron pipe and the steel pipe with a polymeric filler, there was an effect of increasing the ultimate tensile load by 1.04 to 1.06 times, but the ultimate load was 37.7 to 53.7% compared to the ductile cast iron or steel specimen without corrosion damage. It was found that the effect on the reinforcement of the corrosion damaged part was insignificant. Fourth, the composite sleeve using carbon fiber showed an ultimate load of 1.10(0.61T, 1,821.0 kgf) and 1.02(0.60T, 2,290.7 kgf) times higher than the ductile cast iron pipe(1,657.83 kgf) and steel pipe(2,236.8 kgf), respectively. When using a composite sleeve such as fiber, the corrosion damage part of large-diameter water pipes can be reinforced with same level as the original pipe, and the supply stability can be secured through accident prevention.

목차
1. 서 론
2. 연구방법
    2.1 대상 재료
    2.2 성능평가 방법
3. 연구결과
    3.1 고분자 필러 재질의 물리적인 특성 평가 결과
    3.2 복합슬리브 재질의 물리적인 특성 평가 결과
    3.3 관 재질의 부식결함에 대한 보강력 평가
4. 결 론
저자
  • 이호민(한국수자원공사 K-water연구원) | Ho-Min Lee (125, Yuseong-daero 1689beon-gil, Yuseong-gu, Daejeon 34045, Republic of Korea)
  • 박정수(한국수자원공사 K-water연구원) | Jeong-Soo Park (125, Yuseong-daero 1689beon-gil, Yuseong-gu, Daejeon 34045, Republic of Korea)
  • 박정주(한국수자원공사 수도기획처) | Jeong-Joo Park (200, Sintanjin-ro, Daedeok-gu, Daejeon 34350, Republic of Korea)
  • 배철호(한국수자원공사 K-water연구원) | Cheol-Ho Bae (125, Yuseong-daero 1689beon-gil, Yuseong-gu, Daejeon 34045, Republic of Korea) Corresponding author