Earticle

초록

영어

This study aims to contribute to the safety and quality improvement of reinforced concrete piloti structures in the jeju island by analyzing the types of re-bar arrangement defects that occur during the construction of these structures through structural supervision. The scope of this study was limited to the reinforcement arrangement defects in transfer columns, transfer beams, walls and slabs of reinforced concrete piloti structures subject to structural supervision. The types of defects examined included re-bar development, beam main bar spacing, stirrups, tie-bars, slab opening reinforcement and wall U-bar arrangement. The conclusions reached from this study are as follows: (1) Defects for spacing between layers of main bars in beams appeared at 30 sites out of 44 sites, and these defects cause bending failure of beams. (2) Defects in the stirrups and tie-bars cause failure of members due to internal concrete fall and buckling of the main bars. (3) Defects were found to be 10 sites out of 44 sites for the development of the column main bar and 3 sites out of 11 sites for U-bar construction of the wall, and these defects cause the development failure of the re-bars. (4) Defects around the slab opening were found to be 2 sites out of 11 sites, and these defects cause cracks around the opening.

목차

Abstract
1. 서론
1.1 연구배경 및 목적
1.2 연구범위 및 방법
2. 이론적 고찰
2.1 구조 관련 감리제도
2.2 철근의 정착 및 이음
2.3 보 철근 배근
2.4 기둥 철근 배근
2.5 벽체 철근 배근
2.6 슬래브 철근 배근
3. 철근배근 하자 유형 조사
3.1 보 철근 배근
3.2 기둥 철근 배근
3.3 벽체 철근 배근
3.4 슬래브 철근 배근
4. 철근배근 하자 유형 분석
6. 결론
REFERENCES

키워드

저자

• 고만영 [ Ko, Man-Young | 제주한라대학교 건축디자인과, 부교수 ] Corresponding Author

참고문헌

발행기관

간행물

표지보기 관심저널 등록

• 간행물명

  대한건축학회연합논문집 [Journal of the Regional Association of Architectural Institute of Korea]

• 간기

  격월간

• pISSN

  1229-5752

• 수록기간

  1999~2026

• 등재여부

  KCI 등재

• 십진분류

  KDC 540 DDC 690