• 콘크리트학회지
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• 제22권1호
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• pp.65-70
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• 2010

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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• pp.79-84
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• 2002

We carried out the feasibility study of super early self compacting concrete having the characteristics of 1 day demoulding without steam curing, high flowable concrete with self compacting, high strength and high durability etc. Here, We test and selected by several methods using high early cement with and without admixtures for the condition of super early strength self compacting concrete's manufacture (SSCC). we sucessed to meet at the goal of SSCC with 20-35N/mm$^2$ at 1 day, without steam curing and with slump flow about 60-65cm. We continue to search the effectual conditions of SSCC's manufacture by changing mix designs, several of admixture (superplasticizer, stabilising agent), slag, fly ash, high early cement and apply the products for practical use.

• 한국구조물진단유지관리공학회 논문집
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• 제17권2호
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• pp.124-134
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• 2013

본 연구에서는 고유동성의 SBR 개질 시멘트 모르타르의 기초적 성능을 바탕으로 콘크리트의 보수용 재료에 매우 중요한 요구성능인 부착강도에 대한 피착체의 표면에 존재하는 표면수량의 영향을 검토하는 연구가 수행하였다. 고유동성 SBR 개질 시멘트 모르타르의 기초적인 성능을 토대로 부착강도, 잔갈림성, 재료분리 저항성이 좋은 시험체를 선택하였다. 시험체는 C:F=1:1인 경우 P/C=20%, 30%의 시험체 2개, C:F=1:3인 경우 P/C=50%의 시험체 1개, 총 3개가 선택되었으며 이 3개의 배합에 대하여 피착체의 표면수량에 따른 고유동성 SBR 개질 시멘트 모르타르의 특성을 파악하였다. 표면수는 콘크리트 피착면의 단위 면적 ($cm^2$) 당 각각 0, 0.006, 0.012, 0.017, 0.024 g이 균등하게 살포되었으며, 이에 따른 연도변화, 플로우값, 부착강도, 부착파괴형상, 내균열성 및 재료분리여부를 파악하였다. 본 연구를 통해 콘크리트 피착체에 살포된 표면수는 고유동성 SBR 개질 시멘트 모르타르의 부착강도를 증진하는 효과가 있다는 결론을 얻었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.707-714
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• 2001

This paper presents the fundamental study on rational manu(acture of Very High Strength(VHS) concrete using industrial by-products as like silica fume, slag and fly ash. In this study, we had tested various mixing cases to manufacture the VHS concrete(target compressive strength : over 1,000 kgf/$cm^{2}$) which is easily workable (target slump flow : 60$\pm$l0cm), The main variables studied are; 1) test variables to find the optimum replacement ratio of mineral admixture, 2) test variables to find a rational water-binder ratio, a proper binder content, 3) test variables to find the method for reduction of slump loss, 4) test variables to know the influence of air entrainment on frost resistance. From the test results, it is concluded that the rational mix design can be made by using 40% slag, 10% silica fume, and water reducing agent(slump loss reduction type). We found that it is unnecessary to entrain air for freeze-thawing resistance.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 가을 학술발표회 논문집
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• pp.290-294
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• 1996

High-Belite cement had a better slump flow characteristics than type I cement and slag cement, and its varation of slump flow with time was also excellent. As the amount binder added was increased, the strength increased while material separation decreased. This phenomena was obvious when the amount of cement was abobe 500kg/$\textrm{m}^3$ . When the amount of cement and S/a were 516kg/$\textrm{m}^3$ and 52% respectively, the application strength of 600kg/$\textrm{m}^3$ was satisfied. Since, however, the aggreate size of 25mm was somewhat unsatisfactory, the characteristics of high performance concrete could be obtained by the addition of the viscosity-enhancing agent.

• 한국농공학회:학술대회논문집
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• 한국농공학회 1998년도 학술발표회 발표논문집
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• pp.130-135
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• 1998

This paper presents results of research performed to identify optimum mix proportions for production of flowable fill with high volume fly ash content. The fly ash used in this study met the requirements of KS L 5405 and ASTM C 618 for Class F material. Tests were carried out on concrete designed to have 10 ~ 15kg/$\textrm{cm}^2$ compressive strength at the 28-day age with fly ash contents of approximately 280kg/㎥. Slump was held at 25$\pm$1cm for all mixtures produced compressive strengths at 28 days were found to range from 5.03 to 13.69kg/$\textrm{cm}^2$.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 가을 학술발표회 논문집
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• pp.295-300
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• 1996

The design of formwork system for vertical form faces is controlled by pressures predicted to act against the formwork by fresh concrete. An overestimation of pressure results in heavy, and ex-pensive formwork. An underestimation results in malformed structure, of in some cases, it causes the failure of the formwork. This study is a preliminary step in determination lateral pressures with High folwable concrete. To estimate lateral formwork pressures, we measured tensile strain of formtie in the movable part of the form. From the experimental results maximum lateral pressure and the location at which maximum pressures occurs, were determined. The experimental results are compared with the results predicted by the Gardner & Qureshi's proposed equation and the accepted Korean Standard Specification for concrete and ACI equation.

• 한국구조물진단유지관리공학회 논문집
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• 제17권5호
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• pp.94-104
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• 2013

본 연구에서는 고유동성의 VA/VeoVA 개질 시멘트 모르타르의 기초적 성능을 측정한 후 콘크리트의 보수용 재료에 매우 중요한 요구성능인 부착강도에 대한 피착체의 표면에 존재하는 표면수량의 영향을 검토하는 연구가 수행하였다. 시험체의 배합은 VA/VeoVA는 결합재인 시멘트에 대하여 고형분비 (폴리머시멘트비; P/C)에 의하여 10, 20, 30, 50, 75%, 잔골재는 시멘트의 중량에 대하여 각각 1:1, 1:3의 비율을 적용하였다. 고유동성 VA/VeoVA 개질 시멘트 모르타르의 기초적인 성능을 토대로 부착강도, 잔갈림성, 재료분리 저항성이 좋은 시험체를 선택하였다. 시험체는 C:F=1:1인 경우 P/C=20%, 30%의 시험체 2개가 선택되었으며, C:F=1:3인 경우 P/C=50%의 시험체 1개, 총 3개가 선택되었으며 이 3개의 배합에 대하여 피착체의 표면수량에 따른 고유동성 VA/VeoVA 개질 시멘트 모르타르의 특성을 파악하였다. 본 연구를 통해 콘크리트 피착체에 살포된 표면수는 부분적으로 고유동성 VA/VeoVA 개질 시멘트 모르타르의 부착강도를 증진하고, 유동성을 개선하는 효과가 있다는 결론을 얻었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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• pp.153-159
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• 1996

The concrete with continuous voids (No Fine Concrete ; NFC) is the new planting material which may be used for stabilizing the sandy slope of river or road sides. The components of NFC are mainly coarse aggregate and low alkali cement paste, so to speak fine aggregate is not used. This report shows the fundamental properties of NFC, such as continous void ratio, compressive strength, permeability. As experimental results we can get the good quality of NFC, that is about 28% continuous void ratio, about 120kg/$\textrm{cm}^2$ compressive strength and high flowable permeability. And also planting grass and garden portulaca on the concrete with continuous voids is resulted in success.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2011년도 춘계 학술논문 발표대회 1부
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• pp.123-125
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• 2011

Pre-foaming that has been used in this study is using to control and guarantee quality, but the optimum mix proportion and regulation are not definite. Therefore, this study investigated properties of foamed concrete according to concentrations of foaming agent to improve usability of foamed concrete. Synthetic foaming agent such as AES(Alkyl Ether Sulfate) and AOS(Alpha Olefin Sulfonate) are used to make foam with 1, 3, and 5% concentrations. We found that the flow of foam concrete increases when foam concentration is high and AES is more flowable than AOS. Density and compressive strength increase when foam concentration is low.