메뉴 건너뛰기
.. 내서재 .. 알림
소속 기관/학교 인증
인증하면 논문, 학술자료 등을  무료로 열람할 수 있어요.
한국대학교, 누리자동차, 시립도서관 등 나의 기관을 확인해보세요
(국내 대학 90% 이상 구독 중)
로그인 회원가입 고객센터 ENG
주제분류

추천
검색
질문

논문 기본 정보

자료유형
학술저널
저자정보
이근배 (단국대학교) 김성덕 (단국대학교) 백민수 (단국대학교) 정상진 (단국대학교)
저널정보
대한건축학회 대한건축학회 논문집 - 구조계 大韓建築學會論文集 構造系 第27卷 第8號
발행연도
2011.8
수록면
105 - 112 (8page)

이용수

표지
📌
연구주제
📖
연구배경
🔬
연구방법
🏆
연구결과
AI에게 요청하기
추천
검색
질문

초록· 키워드

오류제보하기
The vertical-horizontal separated placement method (V.H. separated placement method) is being widely used for high-rise buildings as well as for general buildings. The V.H. separated placement is advantageous in that the placement is easy, e.g., using vibrating compaction, because there is no interference of slab reinforcements in the case of concrete placement for columns, and that it allows forms to be easily removed and used for the next placement section. Despite the advantages of the V.H. separated placement, the V.H. concurrent placement is used in korea to reduce the construction period, which has the self compaction property and a high viscosity that prevents segregation. In this study, the basic data for concurrent placement of the high-strength concrete, including the transport properties, the strengths of members by height, and the hydration properties, were presented with concrete specimens with different strengths.
The curing methods and core strengths for members in different locations met the targeted strengths, which were 60 ㎫, 80 ㎫ and 100 ㎫, at the given aging level. The core strength increased with aging. High increase in the strength was observed especially on the lower parts of the beams and columns. As for the strength of the core by height, the strength was higher on the middle and upper sections than on the lower sections, though the differences were not significant. With the increase in the targeted strength, the peak hydration temperature was reached in a shorter time, and the temperature difference between the center and surface of the specimen was about 15℃ for each strength value.

목차

Abstract
1. 서론
2. 실험계획 및 방법
3. 실험결과 및 고찰
4. 결론
참고문헌

참고문헌 (12)

참고문헌 신청

이 논문의 저자 정보

이 논문과 함께 이용한 논문

최근 본 자료

전체보기

댓글(0)

0

UCI(KEPA) : I410-ECN-0101-2013-540-000329424