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실대형 22m 콘크리트충전각형강관기둥의 시공성능평가

Title
실대형 22m 콘크리트충전각형강관기둥의 시공성능평가
Other Titles
Workability Evaluation by Mock-Up Test for the Concrete Filled Steel Tube Columns of 22m Height
Author
신성우
Keywords
고강도-무다짐 콘크리트; 콘크리트충전강관기둥; 시공성능시험; High Strength-Self Compaction Concrete; Concrete Filled in Steel Tube Column; Mock-up Test
Issue Date
2004-06
Publisher
대한건축학회
Citation
대한건축학회논문집 - 구조계, v. 20, No. 6, Page. 125-132
Abstract
The purpose of this study is the development and application of the high strength-self compaction concrete(SCC) which can be filled from the bottom in the 22m rectangular steel tube column. This self compacting concrete, while having a slump flow value of about 70cm and a compressive strength of 50MPa, maintains high fluidity without segregation and can be filled inside steel tubes column without vibrating compaction. From the experimental study, it was found that there were the suitable viscosity of concrete for improving the pumpability, segregation resistance and the filling characteristics, which are highly dependent on the chemical admixtures such as superplasticizer and viscosity agent in addition to general mix proportion. It was also found that the portable pump pressure car with capacity of 130 bar was satisfied to fill up the high strength-self compaction concrete from the bottom of steel tube column.
URI
http://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE00556867&language=ko_KRhttps://repository.hanyang.ac.kr/handle/20.500.11754/145918
ISSN
1226-9107; 2384-1788
Appears in Collections:
COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ARCHITECTURE(건축학부) > Articles
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