• 제목/요약/키워드: Concrete Admixture

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CSA계 혼화재 치환율 병화에 따른 콘크리트의 물리적 성질 (Physical Properties of Concrete with the Contents of CSA Expansive Admixture)

  • 배장춘;박영신;이문환;한천구
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 봄학술 발표회 논문집(II)
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    • pp.369-372
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    • 2005
  • This study is about physical properties of concrete with changing displacement ratio of calcium sulfa aluminates(CSA) type admixture. Firstly, test shows that as displacement ratio of CSA increases and setting properties changes, fluidity and air contents decreases. In water to binder ratio 35$\%$ and 45$\%$, concrete using the cement replacing CSA 4$\%$ by volume shows that bleeding decreases 94.7$\%$ and 74.3$\%$ respectively, compared with plain concrete. In addition, setting time was promoted around 3 to 6 hour and 1 to 4 hour respectively. For harden concrete, increase of displacement ratio caused tendency of higher compressive strength as OPC has at early age. Replacing higher CSA admixture led to reduce of drying shrinkage.

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SP제 및 물시멘트비 영향을 고려한 초유동 콘크리트의 흐름 실험 및 해석 (Flow Experiments and Analysis of Highly Flowable Concrete Considering the Effect of Dosages of SP Admixture and W/C Ratios)

  • 조창근;김화중;최열
    • 콘크리트학회논문집
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    • 제26권6호
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    • pp.671-677
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    • 2014
  • 본 연구는 SP제 및 물시멘트비 영향에 따른 변화를 고려한 초유동 콘크리트의 유동 실험 및 해석 시뮬레이션 기법에 관해 소개한 것이다. 국내에서 생산되는 시멘트, 골재 및 SP 혼화제를 대상으로 하여 배합조건에 따른 유동 콘크리트의 레올로지 특성 및 유동현상 실험을 수행하였으며, 이로부터 물시멘트비와 SP제의 영향을 고려한 유동 콘크리트의 레올로지 정수 추정에 관한 예측모델을 제시하였다. 제시된 두 배합조건에 의한 영향을 유동 콘크리트의 전단응력과 변형률속도 관계 정식화에 적용하여 본 해석 모델을 제시하였다. SP제 및 물시멘트비의 변화를 고려한 초유동 콘크리트의 L형 박스 흐름 실험을 수행하여 해석 시뮬레이션 모델과 비교하여 개발 모델에 대해 평가토록 하였다.

저온 환경에서의 조기강도 발현을 위한 콘크리트 포장 배합 연구 (A Study on Mix Design of Concrete Pavement on Early Strength Development in Cool Weather Condition)

  • 류성우;김진환;홍승호;박제진
    • 한국도로학회논문집
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    • 제19권3호
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    • pp.1-10
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    • 2017
  • PURPOSES : This paper focuses on strength development according to the mix design with cement type and mineral admixture from laboratory and field tests in cool weather. METHODS : Two methods evaluated the mix design of concrete pavement in cool weather. Firstly, laboratory tests including slump, air contents, setting time, strength, maturity, and freezing-thawing test were conducted. Three alternatives were selected based on the tests. Secondly, a field test was conducted and the optimum mix design in cool weather was suggested. RESULTS : It is an evident from the laboratory test that a mix with type III cement showed better performance than the one with type I cement. There was a delay in strength development of a mix with mineral admixture compared to mix design without any mineral admixture. In the field test, type III cement+flyash 20% mix design proved the best performance. CONCLUSIONS : For concrete pavement in cool weather, mix design using type III cement could overcome the strength delay due to mineral admixture. Moreover, it is possible to make sure of durability of pavement. Therefore, strength and durability problems due to cool weather would decrease.

콘크리트 혼화제로 활용하기 위한 신규 증점제의 성능 평가 (Evaluation on Performance of New Viscosity Modifying Admixture for Concrete Agent)

  • 임서형;강군중;김재훈
    • 한국구조물진단유지관리공학회 논문집
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    • 제4권3호
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    • pp.177-184
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    • 2000
  • The purpose of this study is to evaluate the performance of a new viscosity modifying admixture for concrete agent. For this purpose, selected test variables were the ratio of water to cement, the ratio of cement to fine aggregate, contents of superplasticizer, contents of viscosity modifying admixture. As a result of this study, it has been found that addition of viscosity modifying admixture to mortar modfies its fluidity and reduces its segregation by increasing the mortar viscosity. And it has been found that a new viscosity modifying admixture do not significantly affect the setting time, air content of mortar.

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규불화염계 혼화제를 사용한 콘크리트의 수밀성 및 경화특성에 관한 실험적 연구 (Experimental study on the watertightness and hardening properties of concrete using fluosilicate salt based chemical admixture)

  • 이정열;김재온;한승구;강용식;길배수;남재현
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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    • pp.36-39
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    • 2004
  • In this study, effects of fluosilicate salt based chemical admixture(MZ) on the watertightness and hardening properties of concrete were investigated. Mix proportions for experiment were modulated at 0.55 of water to cement ratio and addition amount of MZ to $2.0\%$ at intervals $0.5\%$. Compressive strength, porosity and microstructure of hardened concrete cured at several days were executed to evaluate watertightness and hardening properties. It is ascertained that watertightness and hardening properties of concrete could be improved by an adequate addition of fluosilicate salt based chemical admixture.

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콘크리트의 블리딩에 미치는 혼화제의 영향 (Influence of Chemical Admixture on Bleeding of Concrete)

  • 김은호;황인성;손유신;김규용;한천구
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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    • pp.339-342
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    • 2003
  • This study is intended to investigate the influence of chemical admixture on bleeding of concrete. According to the results, the amount of bleeding with elapse of time does not make much difference in the case of naphthalene type water reducing agent(RN), Naphthalene type high performance water reducing agent(HN) and Melamine type high performance water reducing agent(HM), but it is largest in the case of Polycarbonic acid type high performance water reducing agent(HP). Bleeding speed also is highest in the case of HP in comparison with other chemical admixture. This prove that high performance water reducing agent like HP has little effect on fluidity of concrete, but influences the amount of bleeding more greatly, instead. As properties of hardened concrete, compressive strength makes no difference in the case of RN, HN and HM, but on the other hand, it increases in the case of HP due to a decrease of air content and the large amount of bleeding.

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자가치유형 구체방수 콘크리트의 기초물성 평가 (Evaluation on the Material Properties of Waterproof Concrete with Self-healing Admixture)

  • 전홍민;이종윤;홍석범;김진근;이용진
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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    • pp.415-416
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    • 2009
  • Concrete with Self-healing Admixture provides waterproof protection by using a organic-inorganic chemical compound throughout the concrete. Using cement chemicals eliminate the need to use additional waterproofing, If crack is occurred, this system enhance self-healing ability to increase the structural safety. In this study, we investigate material properties to conclude mixture rate of concrete to apply a construction site.

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경량기포콘크리트에 고령토의 첨가효과에 관한 연구 (A Study of light Weight Porous Concrete Using Meta-kaolin)

  • 간발렉 가야바자르;공경록;강헌찬
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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    • pp.905-908
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    • 2006
  • In this study examines physical and mechanical properties the use of domestic low grade meta-kaolin in light weight porous concrete. For this purpose light weight porous concrete incorporating low grade meta-kaolin admixture, was tested for tensile strength and acoustic characteristics. Checking tensile strength of cement and low grade meta-kaolin mixture was used to determine the optimum mix proportion of the low grade meta-kaolin admixture. In this paper sound absorbing material has been investigated by using the light weight porous concrete.

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고강도콘크리트용 혼화재를 사용한 콘크리트의 물성에 관한 연구 (A Study on Physical Properties of Concrete using Admixtures for High Strength Concrete)

  • 이승한
    • 콘크리트학회지
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    • 제7권2호
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    • pp.155-164
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    • 1995
  • 본 연구는 증기양생을 실시하는공장제품을 대상으로 석고계 고강도콘크리트용 혼화재를 사용하여 콘크리트를 고강도화하는데 그 목적이 있다. 목표 슬럼프는 원심력 성형제품을 대상으로 슬럼프 $6{\pm}1cm$가 되도록 고성능감수제로 조절하였으며, 아울러 양생방법에 다른 고강도콘크리트용 혼화재를 사용한 콘크리트의 강도발현 특성을 검토하고자 증기 및 수중양생을 실시 비교하였다. 실험결로부터 고강도 콘크리트용 혼화재는 증기양생이 효과적이며 압축강도 발현은 단위결합재량 $530{\sim}600kg/m^3$의 조건에서 10%치환으로 무치환에 비하여 1.3배 증가된 $650kgf/cm^2$ 이상, 15-30% 치환시 1.4-1.5배 증가된 $700kgf/cm^2$이상을 얻었다. 따라서 고강도콘크리트용 혼화재는 증기양생시의 고강도콘크리트 제조에 효과적으로, 시멘트2차제품 제조에 오오토클레브 양생을 하지 않고 증기양생만으로 고강도콘크리트를 얻을 수 있는 유효한 혼화재임을 나타냈다.

수중 비분리 콘크리트의 최적 배합비에 관한 기초적 연구 (A Fundamental Study on the Optimal Mix Proportion for Antiwashout Underwater Concrete)

  • 진치섭;김희성;한태영
    • 콘크리트학회지
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    • 제7권6호
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    • pp.224-232
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    • 1995
  • 최근 일부 외국에서는 종래의 수중 콘크리트와 다른 관점으로부터 수중에서 쉽게 분리되지 않고 타설방법도 용이한 특수 혼화제가 개발되어 실험과 시공에서 성공하였고, 이런 특수 콘크리트(수중 비분리 콘크리트)는 점차 사용 규모와 시공 방법이 확대되고 있는 추세이다. 본 논문에서는 수중 비분리 콘크리트에 대한 성공적인 실험, 시공사례를 참고하여 수중 비분리성 혼화제 및 다른 혼화제의 첨가 방법을 달리하였을 경우, 수중 비분리 콘크리트의 물성변화를 검토하였고, 비교적 정온 상태의 해상 환경에 적용할 수 있는 수중 비분리 콘크리트의 최적 배합을 결정하였다.