• 한국도로학회논문집
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• 제19권5호
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• pp.77-88
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• 2017

PURPOSES : It is necessary to clarify the rheological properties of cement paste as a basic research in the development of mechanistic concrete mix design. The rheological properties of cement paste with different binder types, mix propositions, and with/without high range water reducers have been analyzed. METHODS : In this study, ordinary Portland cement, fly-ash, blast furnace slag, silica fume, and limestone powder were used as binders. The range of water-binder ratio was 0.3-0.5, and a total of 30 different mixes have been tested. The slump flow test, V-funnel test, and Dynamic Shear Rheometer (DSR) test were performed to analyze the rheological properties of cement paste. RESULTS : As a result of the slump flow test, it was found that the composition ratio of the binder contents greatly affected the paste flow when the high range water reducers were added. The results of V-funnel test showed that when the water-binder ratio was decreased without high range water reducers, the binder composition ratio had a large effect on the passing time of the V-funnel tester, but with high range water reducers the impact of the binder composition ratio was decreased. The slump flow and V-funnel have a certain relationship with the rheological factors (yield stress and plastic viscosity), but the correlation was not significant. Finally, we proposed the M-value considering the density and specific surface area of the binder. The correlation between rheological factors and M-value were better demonstrated than experimental values, but there is still a limit to predict the rheological factor in general mix design. CONCLUSIONS :In this study, the rheological properties of cement paste were analyzed. The binder type, composition ratio of binder, and with/without high range water reducers have combined to provide the complex effects on the rheological properties of cement paste. The correlation between the proposed M-value and rheological factor was found to be better than experimental results, but needs to be improved in the future.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.489-494
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• 2002

The basic Physical properties, Slump, Slump Flow, Air content, Bleeding, and Settlement of concrete was investigated to test Characteristic of Setting and to evaluate the relation between Model Specimen and Heat of Hydration for construction under Low Temperature (CFT). The objective of this study is to take the partial core after the cementation of Model Specimen, test the compression intensity and analyze the relation to Test Piece.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 가을 학술발표회 논문집(I)
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• pp.48-53
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• 1998

The purpose of this study to fine the mixture of concrete for Top-Down method. As a result, In fresh concrete, slump value and slump-flow value were increased as fly ash concrete(10% ratio). When plasticizer was added 1.5% by weigh of binder in concrete, no fly ash concrete and fly ash concrete(10% ratio) all occurred segregation. And, no fly ash concrete and fly concrete(10% ratio) all showed compressive strength development close plain concrete as increasing plasticizer quantity. Especially, in case of 1.5% plasticizer of binder showed high compressive strength development.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1994년도 가을 학술발표회 논문집
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• pp.157-160
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• 1994

Recently, many studies on the ultra high strength concrete are performed in our country. so, this study is aimed for analyzing the effects for replacement of silica fume and fly ash. As results, slump, slump flow and compressive strength is showed the high values in replacement silica fume. Tensile strength ratio is 1/17 and bending strength ratio is 1/6 for compressive, there are results of the test.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.561-564
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• 2003

One of the most important reasons that CFT is used in many conditions is by using that we can achieve the effect, which reduce the section of the member. This research purpose to find the most ideal composition, which is achieved by the investigation in the concrete's property of matter like ability of Slump, Slump Flow, Air content, Bleeding, and Settlement when the high strength of concrete which is over 80㎫ is used in the CFT column.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.1029-1034
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• 2003

The basic Physical properties, Slump, Slump Flow, Air content, Bleeding, and Settlement of concrete was investigateed to test Characteristic of Setting and to evaluate the relation between Model Specimen and Heat of hydration for construction Over the High Temperature (CFT). The objective of this study is to take the partial core after the cementation of Model Specimen, test the compression intensity and analyze the relation to Test Piece.

• 콘크리트학회논문집
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• 제18권6호
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• pp.777-783
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• 2006

본 연구에서는 상동지역 중석광 광미를 콘크리트용 혼화재료로 사용하기 위한 연구의 일환으로 자기충전 콘크리트의 분체로서 적용가능성을 검토하였다. 상동지역 중석광 광미를 혼합한 자기충전 콘크리트의 자기충전성을 평가는 일본의 토목학회 기준을 적용한 슬럼프플로우, 슬럼프플로우 500mm 도달시간, V-funnel 유하시간 및 U-box 충전높이 시험을 실시하여 검토하였다. 그 결과 슬럼프 플로우는 목표기준을 만족하였으며, 슬럼프플로우 500mm도달시간 및 V-funnel 유하시간은 상동지역 중석광 광미의 혼합률이 증가함에 따라 측정시간이 감소하였으며, U-box 충전높이는 상동지역 중석광 광미의 혼합률 30% 까지 목표기준을 만족하였다. KS 규준에 의해 평가된 역학적 특성 검토 결과는 압축강도의 경우 상동지역 중석광 광미의 혼합률이 증가함에 따라 압축강도는 감소하였고, 쪼갬인장강도 및 탄성계수는 기존의 연구 경향과 유사하였다. 건조수축률 및 탄산화 깊이는 상동지역 중석광 광미의 혼합률이 증가함에 따라 비례적으로 증가하는 경향을 나타내었다.

• 대한토목학회논문집
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• 제26권4A호
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• pp.767-774
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• 2006

본 연구에서는 상동지역 중석광 광미를 콘크리트용 혼화재료로 사용하기 위한 연구의 일환으로 자기충전콘크리트의 분체로서 적용가능성을 검토하였다. 상동지역 중석광 광미를 혼합한 시멘트 페이스트의 유변학적 특성을 검토하기 위하여 구속수비 및 점도계를 이용하여 평균소성점도 및 항복응력을 측정하였으며 가상수막이론을 적용하여 검토하였다. 그리고 광미를 혼합한 자기충전콘크리트의 자기충전성 평가는 일본 토목학회에서 제시한 기준안을 적용하여 검토하였으며, 역학적 특성은 압축강도, 쪼갬인장강도 및 탄성계수를 측정하여 검토하였다. 실험결과 광미의 혼합률이 증가함에 따라 구속수비와 평균소성점도는 감소하였으며, 가상수막 두께는 증가하는 경향을 나타냈다. 또한, 광미를 혼합한 자기충전콘크리트의 자기충전성 검토 결과는 유동성 평가기준인 슬럼프 플로우 500 mm 도달시간의 경우 광미의 혼합률이 증가함에 따라 다소 증가하였고 재료 분리저항성 및 충전성 평가 결과는 기준을 만족하는 경향을 나타내고 있었다. 역학적 특성 검토 결과는 압축강도의 경우 광미의 혼합률이 증가함에 따라 압축강도는 감소하였고, 쪼갬인장강도 및 탄성계수는 보통 콘크리트의 유사한 경향을 나타내었다.

• 한국건축시공학회지
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• 제15권2호
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• pp.153-160
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• 2015

본 연구는 대리석가공과정에 발생하는 부산물인 폐 대리석 분말을 고유동 콘크리트의 유동성, 충전성 및 강도특성에 어떠한 영향을 주는지를 분석하였다. 실험결과, 폐 대리석 분말을 혼입한 굳지 않은 고유동 콘크리트 특성을 살펴보면 유동성이 증가하였고, 재료분리 저항성, 충전성이 우수하였다. 또한 경화한 고유동 콘크리트에서 압축강도는 폐 대리석 분말의 치환율 15%까지 모든 재령에서 압축강도가 증가하여 폐 대리석 분말의 최적 치환율은 15% 이내가 적정할 것으로 판단된다. 이상의 실험결과를 바탕으로 폐 대리석 분말을 고유동 콘크리트의 충전재로 활용하면 산업부산을 활용할 수 있어 환경오염방지와 콘크리트 제조시 원가절감의 이점을 동시에 달성할 수 있을 것으로 판단된다.

• Advances in concrete construction
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• 제14권2호
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• pp.93-102
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• 2022

In this study, limestone powder (LS) and fly ash (FA) were used as powder materials in self-compacting concrete (SCC) in increasing quantities in addition to cement, so that the two powders commonly used in the production of SCC could be compared in the same study. Considering the reduction of the maximum aggregate size in SCC, 10 mm or 16 mm was selected as the coarse aggregate size. The properties of fresh concrete were determined by slump flow (including T₅₀₀ time), V-funnel and J-ring experiments. The experimental results showed that as the amount of both LS and FA increased, the slump flow also increased. The increase in powder material had a negative effect on V-funnel flow times, causing it to increase; however, the increase in FA concretes was smaller compared to LS ones. The increase in the powder content reduced the amount of blockage in the J-ring test for both aggregate sizes. As the hardened concrete properties, the compressive and splitting strengths as well as the modulus of elasticity were determined. Longitudinal and transverse deformations were measured by attaching a special frame to the cylindrical specimens and the values of Poisson's ratio, initiation and critical stresses were obtained. Despite having a similar W/C ratio, all SCC exhibited higher compressive strength than NVC. Compressive strength increased with increasing powder content for both LS and FA; however, the increase of the FA was higher than the LS due to the pozzolanic effect. SCC with a coarse aggregate size of 16 mm showed higher strength than 10 mm for both powders. Similarly, the modulus of elasticity increased with the amount of powder material. Inelastic properties, which are rarely found in the literature for SCC, were determined by measuring the initial and critical stresses. Crack formation in SCC begins under lower stresses (corresponding to lower initial stresses) than in normal concretes, while critical stresses indicate a more brittle behavior by taking higher values.