• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
• /
• pp.1195-1198
• /
• 2000

In this paper, setting and strength properties of concrete with contents of super retarding agent are discussed. Gluconic acid and sucrose and used for super retarding agent. According to experimental results, as super retarding agent content increases, slump show to be increased, while air content decrease about 1~2%. In case of setting properties, as super retarding agent content increases, setting time delays considerable. When gluconic acid and sucrose is added about 0.3%, it delays more than 10days. Compressive strength of concrete of concrete with super retarding agent shows to be higher than that without it. Retarding of setting time of concrete using gluconic acid is longer than that using sucrose.

• 콘크리트학회지
• /
• 제8권3호
• /
• pp.135-146
• /
• 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
• /
• 한국건축시공학회 2003년도 학술.기술논문발표회
• /
• pp.95-98
• /
• 2003

This paper presents the results of field experiment to apply the difference of setting tine method using super retarding agent for reducing hydration heat of mass concrete of foundation. According to the results, as the properties of fresh concrete, base concrete satisfies aimed slump and air content, and there is no difference of slump and air content with mixture of super retarding agent. The mixing ratio of super retarding agent is determined for setting time to be retarded by 12 hours in comparison with base concrete, but because the temperature of the air and concrete is low, the difference of setting time is retarded to 24 hours. In man concrete of foundation to which the difference of setting time method is applied, crack by hydration heat is not seen because the lower concrete of super retarding agent generates heat after generation of hydration heat of the upper concrete.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1994년도 가을 학술발표회 논문집
• /
• pp.121-126
• /
• 1994

In this study, several rheological properties of binder pastes and concrete are investigated for the development of commercially available fly ash super-flowing concrete. Fly ash contents with 5 leves(0, 10, 20, 30, 40%), slag contents with 6 levels(0, 5, 15, 25, 35, 45%), and water-binder ratios with 4 levels(30, 33, 36, 39%) are selected for test variables to evaluate the super-flowing characteristics of binder pastes. For the estimation of the workability of super-flowing concrete, slump flow, funnel time, box height, and L-flow are measured and compared. As the results, the flow is decreased and the viscosity is increased with increasing fly ash content. Super-flowing concrete is succesfully produced with 30% fly ash replacement.

• 콘크리트학회논문집
• /
• 제14권4호
• /
• pp.589-596
• /
• 2002

본 연구에서는 당분류의 초지연제를 중심으로 굳지 않은 콘크리트의 유동성, 공기량, 응결특성 및 경화 콘크리트의 강도특성을 분석하였다. 실험결과 먼저, 굳지 않은 콘크리트의 슬럼프 값은 초지연제의 혼입률이 증가함에 따라 다소 증가하는 것으로 나타난 반면, 공기량은 감소하는 것으로 나타났다. 응결특성으로는 혼입률이 증가함에 따라 응결시간이 비약적으로 지연되어 혼입률 0.3%에서 글루콘산은 10일 이상, 슈크로스, 백설탕 및 황설탕은 10일 이상에서 종결이 측정되었다. 또한, 종결이후 압축강도는 초지연제 혼입시 초기강도는 플레인에 비해 낮게 측정되었지만 3일 재령 이후에서는 플레인과 동등하거나 그 이상으로 나타났다. 종합적으로 당분류의 백설탕은 가격이 저렴하면서도 응결지연 특성 및 강도특성에서 여타의 초지연제에 비해 커다란 문제점이 없는 것으로 분석되어, 향후 내구성 등 제반특성이 심도 있게 검토된다면 우수한 초지연제로서의 활용가능성을 확인 할 수 있었다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
• /
• pp.515-520
• /
• 2001

Mass concrete is placed considering placing lifts in order to reduce thermal cracks by hydration heat. But they results in cold joint between placing lifts, which bring about the loss of strength, water tightness and undesirable appearance. Therefore, in this paper, mechanical and hydration heat of mass concrete using super retarding agent developed through previous study are investigated in order to reduce the hydration heat and place it without place lift. According to test results, placing lifts combined with normal concrete and concrete containing super retarding agent have positive effects on reducing hydration heat. Especially, the crack index by thermal stress of the concrete containing super retarding agent less than a quarter, compared to that of plain concrete without placing lifts, and less than a half, compared to that of plain concrete with placing lifts.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1993년도 가을 학술발표회 논문집
• /
• pp.5-10
• /
• 1993

Recently, owing to efficiency of the concrete work and the rationalization of construction structures, concrete is required to be super high strength. Furthermore, it is take a growing interest in execution and manufacture for super high strength concrete. This study is to investigate and analyze the influenced of flyash affecting on workability and engineering properties of super high strength concrete. In this experiment, the 28day's compressive strength of concrete using 15mm size of aggregate and flyash is over 800㎏/㎠ in the 20°/wt of water∼cement ratio. And the concrete using flyash have higher tensile strength than plain concrete.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
• /
• pp.469-474
• /
• 2001

Mass concrete is placed considering placing lifts in order to reduce thermal cracks by hydration heat. But they results in cold joint between placing lifts, which bring about the loss of strength, water tightness and undesirable appearance. Therefore, in this paper, mechanical and hydration heat of mass concrete using super retarding agent developed through previous study are investigated in order to reduce the hydration heat and place it without place lift. According to test results, placing lifts combined with normal concrete and concrete containing super retarding agent have positive effects on reducing hydration heat. Especially, the crack index by thermal stress of the concrete containing super retarding agent less than a quarter, compared to that of plain concrete without placing lifts, and less than a half, compared to that of plain concrete with placing lifts.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2002년도 학술논문발표회
• /
• pp.41-45
• /
• 2002

Placing lift is applied to place mass concrete in order to reduce thermal cracks by hydration heat. But they results in cold joint between placing lifts, which bring about the loss of strength, water tightness and undesirable appearance. Therefore, in this paper, mechanical and hydration heat of mass concrete using super retarding agent developed through previous study are investigated in order to reduce the hydration heat and place it without place lift. According to test results, placing lifts combined with normal concrete and concrete containing super retarding agent have positive effects on reducing hydration heat. Especially, the crack index by thermal stress of the concrete containing super retarding agent less than a quarter, compared to that of plain concrete without placing lifts, and less than a half, compared to that of plain concrete with placing lifts.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1998년도 가을 학술발표논문집(II)
• /
• pp.262-268
• /
• 1998

This research is to examine the selected method of optimal mixing proportion and cost analysis in the super flowing concrete. As confined water $ratio($\beta_p$)$ and K is introduced, itis to establish optimal mixing design of super flowing concrete according to the steps of paste, mortar and concrete. From paste and mortar test, it was led to $$\beta_p$$ and $K_p$satisfying the optimum condions depending on the kinds of binders. Then $$\beta_p$$ and $K_p$ is reflected to the mix condition of super flowing concrete. The result of test, the mix condition of super flowing concrete satisfied the quality performance of concrete with adjustment of additional rate of the superplasticizer. Besides, in case of design strength $350kg/\textrm{cm}^2$ of concrete, material cost in super flowing concrete is able to be reduced 5~16% in replacement of fly ash 30% in ordinary portland cement and slag cement.