Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 이한승 | - |
dc.date.accessioned | 2024-04-28T23:57:40Z | - |
dc.date.available | 2024-04-28T23:57:40Z | - |
dc.date.issued | 2023-05 | - |
dc.identifier.citation | 한국건축시공학회 학술발표대회 논문집, v. 23, NO 1, Page. 177-178 | en_US |
dc.identifier.uri | https://information.hanyang.ac.kr/#/eds/detail?an=edskis.4021574&dbId=edskis | en_US |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/190051 | - |
dc.description.abstract | In this study, the mass production process was simulated using a 1m3 batcher plant to evaluate the application of high-strength fire resistance concrete. The strength ranges of concrete were set to 50, 60, 70, and 80 MPa, and each concrete mix proportions was selected through preliminary experiments in the laboratory. For the selected concrete mix proportions, after the mixer load value was stabilized in the batcher plant, the slump flow and air content of the fresh concrete were evaluated, and the compressive strength was evaluated up to 56 days. As a result of the experiment, both the slump flow and air content of the fresh concrete satisfied the target performance, and in the case of compressive strength, 50 and 60 MPa satisfied the target performance at 28 days and 70 and 80 MPa at 56 days. | en_US |
dc.description.sponsorship | 이 성과는 2018년 정부(과학기술정보통신부)의 재원으로 한국연구재단의 지원을 받아 수행된 연구임(No. NRF-2018R1A5A1025137). | en_US |
dc.language | ko | en_US |
dc.publisher | 한국건축시공학회 | en_US |
dc.relation.ispartofseries | v. 23, NO 1;177-178 | - |
dc.subject | 고강도 내화 콘크리트 | en_US |
dc.subject | 슬럼프 플로우 | en_US |
dc.subject | 압축 강도 | en_US |
dc.subject | 적용성 평가 | en_US |
dc.subject | high-strength fire resistance concrete | en_US |
dc.subject | slump flow | en_US |
dc.subject | compressive strength | en_US |
dc.subject | application evaluation | en_US |
dc.title | 고강도 내화 콘크리트의 강도 영역에 따른 현장 적용성 평가에 관한 연구 | en_US |
dc.title.alternative | A Study on Applicability Evaluation according to Strength Range of High-Strength Fire Resistance Concrete | en_US |
dc.type | Article | en_US |
dc.relation.no | 1 | - |
dc.relation.volume | 23 | - |
dc.relation.page | 177-178 | - |
dc.contributor.googleauthor | 장종민 | - |
dc.contributor.googleauthor | 백영운 | - |
dc.contributor.googleauthor | 육태원 | - |
dc.contributor.googleauthor | 박동수 | - |
dc.contributor.googleauthor | 이한승 | - |
dc.sector.campus | E | - |
dc.sector.daehak | COLLEGE OF ENGINEERING SCIENCES[E] | - |
dc.sector.department | SCHOOL OF ARCHITECTURE | - |
dc.identifier.pid | ercleehs | - |
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