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김종인,김제섭,Kim, Jong-In,Kim, Je-Sub 한국건축시공학회 2004 한국건축시공학회지 Vol.4 No.1
본 영등포 점프밀라노 신축공사는 영등포구 영등포동 3가에 위치하고 있으며 지하2층에서 지상10층까지의 판매 및 근린생활시설과 지상11층~16층까지의 오피스텔(132세대)이 계획되어 있으며, 사업 시행사인 (주)점프 밀라노월드에서 역삼동의 점프밀라노 쇼핑몰에 이어 두 번 째로 탄생할 전문 쇼핑몰로 다양한 영등포 지역 수요층의 요구조건에 맞는 전문 쇼핑몰로 태어날 것이라 예상된다. (중략)
고유동 콘크리트를 이용한 타일 선붙임 시공방법에 관한 기초적 연구
김우상,김제섭,공민호,박병근,김성식,정상진 대한건축학회 2003 대한건축학회 학술발표대회 논문집 - 계획계/구조계 Vol.23 No.2
The objective of this present study is to solve problems in PC tile pre-fixing method using ordinary concrete by adopting the liquefaction method in manufacturing PC to which the tile pre-fixing method is applied, and to provide basic information for the practical use of the PC tile pre-fixing method, which uses high workable concrete, through manufacturing a complex body based on the optimal mix proportion.
조규현,김제섭,전판근,김우재,정상진 대한건축학회 2003 대한건축학회 학술발표대회 논문집 - 계획계/구조계 Vol.23 No.1
The purpose of this study is to improve the productivity and constructability of permanent forms. The permanent forms will cut down the cost of production and make easier to install in the field; hence increase the use of forms in the today's market. The permanent form is produced in the factory and built in field. So this study is in two parts. The one is the productivity in factory, the other is constructability in the field. This study is the designing a new mold system as a solution to existing mold system's problems.
단열양생을 이용한 고강도 콘크리트 압축강도 추정에 관한 실험적 연구
조규현,김제섭,전판근,백민수,김우재,정상진 대한건축학회 2004 대한건축학회 학술발표대회 논문집 - 계획계/구조계 Vol.24 No.1(구조계)
The present study is a basic experiment on the estimation of the compressive strength of high strength concrete, aiming at estimating the compression strength of mass test pieces of high strength concrete by giving the temperature hysteresis of the mass test pieces to managerial test pieces. Different from ordinary concrete, high strength concrete generally shows the high rise of temperature caused by hydration heat inside the concrete. It is known that, in mass concrete, thermal stress occurs due to the difference in temperature between the inside and the outside, which causes a significant difference in compression strength between structure beams and managerial test pieces. It is also reported that there is a large difference between the compression strength of cylindrical managerial test pieces of standard underwater curing and the strength of structure beam concrete. Thus, this study made concrete test pieces in an optimal mix ratio for each strength level, and also created adiabatic curing tank and managerial test pieces. Then it carried out comparative analysis in relation to core strength and suggested equipment and a technique that can control the strength of high strength concrete mass more conveniently and accurately.