Earticle

초록

영어

The construction of a basement floor utilizes reinforced concrete (RC) structures composed mainly of rebar work and form work. RC structures lower construction efficiency and significantly delay the construction because they require a large number of temporary materials and wooden formwork. In this study, a Double-skinned composite wall (DSCW) System was developed to improve the efficiency of retaining wall construction. DSCW is a precast concrete (PC) wall in which two thin concrete panels are connected parallel to each other with truss-shaped reinforcement between them. DSCW can contribute to securing integrity, reducing the delay in construction. An overall process for the member design and construction stage of the DSCW system was proposed, and its improvement effects were examined regarding various aspects in comparison to the RC method.

목차

Abstract
1. 서론
2. 골조공사 PC적용에 대한 선행연구 고찰
3. Double-skinned composite wall 공법
3.1 DSCW 공법의 접합부 연결
3.2. 확대머리보강재 성능시험
4. DSCW 품질기준
4.1 DSCW의 생산단계별 품질기준
4.2 DSCW의 부재 품질기준
5. DSCW 공법의 현장적용
5.1 DSCW 공법 시공계획
5.2 Con’c 타설시 측압에 대한 벽체 휨강도 검토
5.3 DSCW 공법 시공
5.4 DSCW 공법 효과
6. 결론
REFERENCES

저자

• 김승호 [ Kim, SeungHo | 영남이공대학교 건축과 조교수, 공학박사 ]
• 김상용 [ Kim, Sangyong | 영남대학교 건축학과 부교수, 공학박사 ] Corresponding Author

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