In this study, as the proportion of aged pipelines increases rapidly, in the event of an accident caused by corrosion and structural deterioration of metal pipes, appropriate overlay welding is applied in the field to partially repair it. The size of the base steel plate and the selection of a stable welding method were evaluated, and possible problems caused by the overlay welding were identified, and improvement measures were proposed. For the test, a new steel pipe coated with epoxy lining on the inner surface and polyethylene on the outer surface was subjected to a tensile test by processing the repaired specimen through overlay welding with a steel plate after artificial cracking, and structural safety was evaluated after repair. Furthermore, the influences of the size of the throat and the size of the steel plate were analyzed. As a result of the tensile test by dividing the repaired steel plate overlay into a constraint and non-constraint conditions, the tensile load was concentrated in the welded part and damage occurred in the welded part. It was found that the maximum load leading to breakage increases as the size of the welding throat increases. In addition, it was found that the resistance to load increased slightly as the size of the overlaid steel plate increased, but the effect was not significant, confirming the need for repair in consideration of the site conditions. As a result of evaluating the damage to the coating material on the back side of the welding, it was confirmed that the coating material on the opposite side of the welding burned black(epoxy) or was greatly deformed by heat(polyethylene). Therefore, it is necessary to secure structural stability through repainting, etc. in order to prevent damage to the coating material on the opposite side during overlay welding.

ABSTRACT
1. 서 론
2. 연구방법
    2.1 강관의 인장 하중에 따른 파괴 특성 평가
    2.2 균열부 강판 덧씌우기 보수보강 시편의 인장 하중에 따른 파괴 특성 평가
    2.3 하중 파괴시험 방법
3. 연구결과
    3.1 강관의 인장 하중에 따른 파괴특성
    3.2 강판 덧씌우기 시편의 균열부 구속-비구속 영향평가
    3.3 강판 덧씌우기 시편의 각목 크기에 따른 영향 평가
    3.4 강판 덧씌우기 시편의 강판 길이에 따른 영향 평가
    3.5 강판 덧씌우기에 따른 후면 도장재 손상 평가
4. 결 론
References

• 이호민(한국수자원공사 상하수도연구소) | Ho-Min Lee (Water & Wastewater Research Center, K-water)
• 박정수(한국수자원공사 상하수도연구소) | Jeong-Soo Park (Water & Wastewater Research Center, K-water)
• 정기문(한국수자원공사 상하수도연구소) | Gimoon Jeong (Water & Wastewater Research Center, K-water)
• 배철호(한국수자원공사 상하수도연구소) | Cheol-Ho Bae (Water & Wastewater Research Center, K-water) Corresponding author