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dc.contributor.author이한승-
dc.date.accessioned2017-12-11T02:09:41Z-
dc.date.available2017-12-11T02:09:41Z-
dc.date.issued2015-05-
dc.identifier.citation한국건축시공학회 학술발표대회 논문집. Vol. 15 No. 1 (2015) pg. 30, 2 p.en_US
dc.identifier.urihttp://kiss.kstudy.com/thesis/thesis-view.asp?key=3447653-
dc.identifier.urihttp://hdl.handle.net/20.500.11754/34048-
dc.description.abstractUsually, carbonation of concrete causes pH reduction and corrosion of steel, it leads to decrease of durability. However, CaCO3, as results of reaction with hydrates products and CO2, can contribute to improvement of compressive strength. Based on this theory, using carbonation depth, the researches about CO2 absorption of plain concrete and concrete containing CO2 reactive materials has been performed. But, the researches has limitation about using one material, therefore, for this study, considering various CO2 reactive materials, experiment has been proceeded. With water to binder ratio 50%, after initial curing for 2days, accelerated carbonation was performed for 28days, and carbonation depth and compressive strength were measured. As results of carbonation depth, specimen containing desulfurized slag, zeolite showed the highest CO2 absorption, in case of compressive strength, specimens with MgO were indicated as highest compressive strength.en_US
dc.language.isoko_KRen_US
dc.publisher한국건축시공학회en_US
dc.subjectCO2 양생en_US
dc.subject탄산화 침투깊이en_US
dc.subjectCO2 반응물질en_US
dc.subjectCO2 curingen_US
dc.subjectcarbonation depthen_US
dc.subjectCO2 reactive materialsen_US
dc.titleCO₂ 반응물질을 혼입한 시멘트계 재료의 탄산화 진행 및 압축강도 발현에 관한 실험적 연구en_US
dc.typeArticleen_US
dc.relation.page30-31-
dc.contributor.googleauthor성명진-
dc.contributor.googleauthor김영관-
dc.sector.campusE-
dc.sector.daehakCOLLEGE OF ENGINEERING SCIENCES[E]-
dc.sector.departmentDIVISION OF ARCHITECTURE-
dc.identifier.pidercleehs-
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COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ARCHITECTURE(건축학부) > Articles
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