• 콘크리트학회논문집
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• 제16권2호
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• pp.283-291
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• 2004

Recently, the construction of underwater structures has been gradually increased, but underwater concrete got some problems of quality deterioration and water contamination around cast-in-situ of construction. In addition, massive underwater structures such as LNG tank, underwater concrete structures of large and continuous high- strength subterranean wall under water are being demanded lower heat of hydration. In this paper, the mechanical properties of high-strength antiwashout underwater concrete (HAWC) containing with two kinds of mineral admixtures respectively were investigated. On the basis of these results, the pH value and suspended solids of HAWC manufactured in the mock-up test were 10.0$\Box$11.0 and 51 mg/${\iota}$ at 30 minutes later, respectively, initial and final setting time were about 30,37 hours, and the slump flow was 530$\pm$20Tm. In the placement at a speed of $27 m^3/hr$, there was no large difference in flowing velocity with or without reinforcing bar, and flowing slope was maintained at horizontal level. Compressive strength and elastic modulus of the cored specimen somewhat decreased as flowing distance was far; however, those of central area showed the highest value.

• 대한토목학회논문집
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• 제29권5A호
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• pp.531-541
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• 2009

본 연구에서는 강도수준(30, 50 및 70 MPa)에 따른 고유동 자기충전 콘크리트의 수화발열 특성을 알아보기 위하여 2성분계 및 3성분계 고유동 자기충전 콘크리트를 제조하여 일반콘크리트와 수화열, 응결 및 역학적 특성을 분석 고찰 하였으며, 콘크리트에 사용된 분체에 대한 미소수화열량을 측정하여 얻은 분체의 열특성값, 간이단열온도실험을 실시하여 얻은 콘크리트의 열특성값 및 콘크리트에 사용된 재료의 일반적인 열특성값을 간편한 방법의 추정식을 이용하여 콘크리트 단열온도를 추정하였다. 또한, 온도해석에 의하여 얻어진 수화열 및 단열온도 특성값을 MIDAS CIVIL 06 프로그램을 이용하여 3차원 온도응력 해석을 실시하여 고유동 자기충전 콘크리트의 수화발열 특성 및 수화열에 의한 온도응력을 분석 고찰하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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• pp.112-116
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• 1996

This experimental study was performed to produce high flowing nomal strength concrete using viscosity agent. Test variables were selected to the viscosity agent contents with 4 levels, the cement contents with 5 levels and the coarse aggregate contents with 3 levels, etc. As a result, the high flowing and filling properties of concrete were obtatined by proper amount of viscosity agent and superplasticizer in the normal strength concrete. For the concrete mix proportions, it was found that unit weight of cement was more than 364kg/㎥ and volume of coarse aggregate was less than $280\ell/\textrm{m}^3$ in this study.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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• pp.33-36
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• 1998

Generally, the base concrete for manufacturing the flowing concrete has to increase the fine aggregate content or adjust the fines content prevent the concrete from segeration, However, it may not only increase the cost, but cause the inconvenience in production of base concrete. In this paper, the experiments is performed on the superplasticizer which is used for base concrete by mixing viscosity agents and AE admixtures. According to the results, it shows that it is possible to manufacture a flowing, non segregation, high durability and economical concrete in the field without increasing the fine aggregate content of base concrete, when the superplasticizer are mixed with viscosity agents and AE admixtures in an appropriate proportion.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.293-296
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• 2001

This paper presents the results of field application test on the manufacturing of high fluidity concrete by applying flowing methods with segregation reducing type superplasticizer. Base concrete is made with 20% of fly ash, which is flowed during the transportation. According to test results, fluidity, placeability and segregation reducing performance meet the range of high fluidity concrete after flowing, while air loss occurs due to fly ash. There are no noticeable differences in compressive strengths between non-compacting and compacting methods. According to non-destructive tests with rebound and core strength test, we cannot detect any differences in strength according to the height in the structures.

• 콘크리트학회지
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• 제8권3호
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• pp.135-146
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• 1996

본 연구에서는 5종류의 플라이애쉬를 포함한 초유동 콘크리트와 3종류의 일반 콘크리트에 대한 재료물성을 측정하여 서로 비교.분석하였다. 경화 전의 물성측정을 위해서 슬럼프 실험, 슬럼프 플로우 실험, O형 깔대기 실험, 박스 충전성 실험, L형 충전성 실험을 수행하였고 경화 후의 물성측정을 위해 압축강도 실험, 할렬인장강도 실험, 탄성계수 실험, 크리프 실험, 건조수축 실험 등을 수행하였다. 경화전의 물성측정 실험결과들을 바탕으로 초유동 콘크리트와 일반 콘크리트의 유동성과 충전성을 평가하였고 두 결과를 비교.분석하였다. 또한 경화 후의 물성측정 실험결과를 통하여 초유동 콘크리트의 재료역학적인 특성을 파악하였다. 자기충전성을 만족시킬만한 유동성과 작업성을 가지면서 40 MPa이상의 28일 압축강도를 갖는 양호한 재료역학적인 특성을 나타내는 초유동 콘크리트의 개발 가능성을 보였다. 일반적으로 초유동 콘크리트의 크리프 변형량은 일반 콘크리트보다 상대적으로 작았지만 건조수축은 일반 콘크리트보다 30%이상 컸다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2006년도 춘계학술논문 발표대회 제6권1호
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• pp.89-92
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• 2006

To investigate the properties of high flowing and high strength concrete with crushed sand and fly ash for CFT structure, many batches were performed by a trial-error method. In the experiment W/B was set up three levels as 0.25, 0.30 and 0.35. Also the variables of the experiment were a substitution ratio of fly ash, a blend ratio of crushed sand and the ages of specimens(3, 7, 28 days). The results of this study are summarized as the follows; 1) The effect a substitution ratio of fly ash on the compressive strength was not consistent with age. For twenty-eight day compressive strength, the best result was come out when cement was substituted by 10% of fly ash. 2) The decrease of the water binder ratio, the increase of compressive strength and elastic modulus. Also the relationship is very similar to the case of a normal concrete

• 한국구조물진단유지관리공학회 논문집
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• 제16권6호
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• pp.63-72
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• 2012

고유동 콘크리트는 일반 콘크리트에 비해 고가의 각종 혼화재료를 과량 혹은 추가로 사용하여야 하기 때문에 재료비 단가 상승, 추가 설비의 필요 등의 문제점이 있고, 재료분리를 방지하기 위해 분체량을 증가시킴으로써 과잉 강도발현 등 고유동 콘크리트가 갖고 있는 많은 장점이 있음에도 특수 목적이외에는 그 사용에 있어 제약이 있었다. 이에 본 연구에서는 기존에 개발된 고강도성 고유동 콘크리트와 달리 일반 강도의 고유동 콘크리트의 상용화를 위해 콘크리트 구성 재료 중에서 골재를 중심으로 이들의 합리적 활용과 콘크리트의 성능향상 모색을 위해 정량적 인자별 실험을 수행하였다. 사용한 실험변수로 물-시멘트비, 잔골재율, 골재의 조립률, 입자 크기의 중요도, 13mm 골재와 미립분의 활용에 대해 검토하였으며, 슬럼프플로와 U형 충전시험의 충전고차로 평가하였다. 연구결과, 고유동 콘크리트 성상은 굵은 골재보다 잔골재 입도에 대한 의존도가 높으며, 잔골재율이 높을수록, 조립률이 낮을수록 충전성과 유동성 확보에 유리하였다. 또한, 골재의 대체재로써 13mm 골재 및 미립의 석분을 활용함으로써 보다 효율적으로 충전성과 유동성을 향상시킬 수 있음이 본 연구를 통해 확인되었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.567-572
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• 2002

This research investigates experimentally an effect on the quality performances of the high flowing concrete according to binder types. The purpose of this study is to determine the optimum mix proportion of the high flowing concrete having good flowability, viscosity and no-segregation. For this purpose, two types using belite cement＋lime stone powder(LSP) and furnace slag cement+lime stone powder are selected and tested by design factors including water cement ratio, fine and coarse aggregate volume ratio. As test results of this study, the optimum mix proportion for binder types is as followings. 1) One type based belite cement ; water cement ratio $51^{\circ}C$, fine aggregate volume ratio $43^{\circ}C$ and coarse aggregate volume ratio $53^{\circ}C$, replacement ratio of LSP $42.7^{\circ}C$. 2) Another type based slag cement : water cement ratio $41^{\circ}C$, fine aggregate volume ratio $47^{\circ}C$ and coarse aggregate volume ratio $53^{\circ}C$, replacement ratio of LSP $13.5^{\circ}C$.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.93-96
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• 2006

To investigate the properties of high flowing concrete with fly ash and crushed sand for CFT structure, many batches were performed by a trial-error method and the results were analyzed by SPSS software program. In the experiment W/B was set up as 0.25 and the variables were a substitution ratio of fly ash, a blend ratio of crushed sand and the ages of specimens (3, 7, 28 days). The results of this study are summarized as the follows; 1) The increase of the substitution ratio of fly ash, the decrease of dosage of SP and the increase of dosage of AEA due to very fine sphere particle of fly ash. 2) The increase of the blend ratio of crushed sand, the increase of dosage of S/a and water content related with viscosity. 3) Made the high flowing concrete, the increase S/a and the increase the water content.