• Title/Summary/Keyword: 혼화

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Resistance to Acid and Sulfate of Concrete Containing Mineral Admixtures (광물질 혼화재를 혼입한 콘크리트의 산 및 황산염 저항성)

  • Park, Jae-Im;Bae, Su-Ho;Lee, Kwang-Myong;Cha, Soo-Won
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.281-282
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    • 2009
  • The purpose of this experimental research is to investigate the influence of mineral admixtures on the resistance to acid and sulfate. For this purpose, concrete specimens with types of mineral admixtures such as ground granulated blast-furnace slag, fly ash, and silica fume were made for water-binder ratios of 32% and 43%. It was observed from the test result that the resistance against acid and sulfate of the concretes containing mineral admixtures were much better than the case of plain concrete from immersion tests of 182 days.

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Properties of LightWeight Foamed Concrete According to Mixing Ratio of Admixtures. (혼화재 혼입에 따른 경량기포콘크리트의 특성)

  • Kim, Jae-Kyung;Ahn, Jung-Hyun;Lee, Sang-An;Kim, Wha-Jung
    • Proceedings of the Korea Concrete Institute Conference
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    • 2010.05a
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    • pp.297-298
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    • 2010
  • This study was investigates to the lightweight foamed concrete are uses by foamed agent to hydrogen peroxide($H_2O_2$). and then, lightweight foamed to improve the physical characteristics were mixed. mixes to type of admixture/level by changes/character to investigates, It is a purpose to look up admixture and mix proportion to be suitable in order to improve lightweight foamed concrete.

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MIXING PROCESS FLOW ANALYSIS OF PDM AND HYDRAULIC MIXING BASIN SYSTEM USING CFD (CFD를 이용한 펌프확산 및 수리낙차 방식의 혼화공정 흐름 분석)

  • Lee, S.W.;Chang, S.M.;Cho, Y.
    • Journal of computational fluids engineering
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    • v.22 no.1
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    • pp.1-7
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    • 2017
  • The mixing of water and chemicals is an important process in the water purification plant. In this paper, we compare PDM(pump diffusion mixer) and hydraulic mixer at the basin in the mixing process. The proper flow rates are predicted and compared in both mixers using CFD technique. As a result, the flow rate of purifier chemical liquid should be 5% of that of water for the optimal performance of mixing process. The characteristics of the two mixing methods are compared with each other for strong and weak points on the operation of the purification system, discussed in the view point of CFD simulations.

Physical Properies of Polymer Cement Mortar Using Ground FRP Wastes (분쇄된 FRP 폐기물을 사용한 폴리머 시멘트 모르타르의 물성)

  • 이병기;이범재;황의환;노재성
    • Magazine of the Korea Concrete Institute
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    • v.10 no.5
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    • pp.217-225
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    • 1998
  • 분쇄한 FRP(Fiver-Reinforced Plastics) 폐기물을 사용한 폴리머 모르타르의 물성에 고나하여 조사하였다. 분쇄한 FRP 폐기물을 시멘트 모르타르의 세골재로 재활용하기 위하여 세골재에 대하여 0~50wt% 치환.사용하였고, FRP 폐기물의 사용으로 나타나는 강도 저하현상을 보완하기 위하여 3종류 폴리머 혼화제의 첨가량을 변화시켜 각종 공시체를 제작하였다. 폴리머 혼화제로서는 styrene-bytadiene rubber(SBR) 라텍스, polyacrylic ester(PAE) 에멀젼 및 ethylene-vinyl acetate(EVA)에멀젼을 사용하였다. 분쇄한 FRP 폐기물을 사용한 시멘트 모르타르에 폴리머 혼화제를 첨가하여 만든 폴리머 시멘트 모르타르는 폴리머 혼화제를 첨가하지 않은 모르타르보다 압축 및 휨강도가 크게 증가하였다. 폴리머 시멘트비 10wt%에서 세골재 대용으로 분쇄한 FRP 폐기물의 적정 치환량은 20wt%로 나타났다. 8$0^{\circ}C$에서 가열양생하여 제조한 폴리머 시멘트 모르타르는 폴리머 시멘트비 10wt%이하에서 표준양생한 모르타르보다 강도가 저하되었다. 폴리머 시멘트 포르타르의 흡수율은 폴리머 시멘트비가 증가함에 따라 크게 감소하였다.

Development of Admixtures of Polycarboxylic acid (폴리카본산계 유동화 혼화제 개발)

  • 전용진;조석형;홍영호;한종필
    • Proceedings of the KAIS Fall Conference
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    • 2001.05a
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    • pp.300-302
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    • 2001
  • 폴리카본산계 기능성 고분자를 합성해서 고성능 감수제 원료로 활용하여 고유동화 혼화제를 개발하고자 한다. 폴리카본산계 기능성 고분자를 합성한 후, 이를 고유동, 고강도 혼화제 원료로의 제반 물성을 확인하고, 이를 현장에 적용하여 현재의 제품을 획기적으로 개선하고, 혼화제 품질의 우위성을 확보하기 위해 1) 시멘트 및 골재 표면에서의 적절한 계면활성을 갖는 분자설계를 하였으며, 2)분자량의 조절 기술의 개발을 개발하였다. 합성에 있어서 첫째, 시멘트 및 골재 표면에서의 적절한 계면활성을 갖는 분자설계와 둘째, Mw 5,000정도의 분자량을 갖는 감수제의 합성기술을 개발하였다. 이렇게 제조된 고성능 유동화제의 화학구조 해석을 해석하고 분자량 및 분자량 분포를 측정한 다음, 시멘트 페이스트의 유동성, 점도, 슬럼프로스 등을 측정하여 고성능 유동화제의 성능인 시멘트 페이스트의 유동성을 시험하였다. 그 결과 고유동성을 갖는 것과 장시간 안정한 유동성을 나타내었으며, 경과 시간에 따른 겉보기 점도변화를 측정한 결과 점도의 상승이 초기에 일어나다가 시간의 경과에 따라 점도가 감소하는 경향을 나타내었다. 따라서 경과시간에 따른 유동성 손실을 억제할 것으로 기대한다.

Experimental Study on the Effects of Mineral Admixtures on the Fluidity and Strength Characteristics of High-Performance Concrete (고성능 콘크리트의 유동성 및 강도에 대한 혼화재의 영향에 관한 실험연구)

  • Oh, Byung Hwan;Um, Joo Yong;Lim, Dong Hwan;Park, Sang Hyun;Cha, Soo Won
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.14 no.4
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    • pp.783-794
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    • 1994
  • Recently, several failure cases of concrete structures during construction have been reported. The main reason for these failures is attributed to the poor quality of concrete during construction. It is, therefore. necessary to develop and use high quality concrete. The purpose of the present study is to explore the characteristics of superplasticized concrete, especially the effects of mineral admixtures on the fluidity and strength characteristics of high performance concrete. The mineral admixtures considered in the present study are fly ash, blast furnace slag and silica fume, respectively. The major test variables include the amount of these mineral admixtures, cement contents and water-cement ratios. The compressive strengths for various cases were measured and reported. Optimum contents of mineral admixtures for strength development were derived. The corrosion phenomena of reinforcements embedded in various concrete specimens have been also studied. The present study provides useful basis to apply high-performance concrete to actual structures.

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

  • 이승한
    • Magazine of the Korea Concrete Institute
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    • v.7 no.2
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    • pp.155-164
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    • 1995
  • This study was performed to get high strength of the precase concrete adopting a steam curing by using a gypsum-admixture for the high strength concrete. The superplasticizer was used to compensate low slump of base concrete keeping its slump up about $6{\pm}1cm$. To examine the property for strength revelation of concrete using admixtures for a high strength concrete, steam and standard curing were compared each other. Test results were shown that admixtures for high strength concrete were more effective in steam curing than standard curing. On the condition that the unit cement content is about $530{\sim}600kg/m^3$, the compressive strength of concrete replacing by 10% of the admixture was obtained over $65Okgf/cm^2$, which was increased as 1.3 times as that for the nonreplacement. When the admixture was replaced to 15-30%, the compressive strengh was obtained over $700kgf/cm^2$ which was increased as 1.4 - 1.5 times. Therefore, the admixture for high strength concrete, being effective in steam curing, was more efficient to get a high strength concrete using only steam curing instead of an autoclave curing for the secondary products of cement.

Degradation of Cement Mortar with Supplementary Cementitious Materials Submerged in Various Oils (각종 유지류에 침지된 혼화재 치환 시멘트 모르타르의 열화특성)

  • Han, Cheon-Goo;Hwang, Chan-Woo
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.5 no.2
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    • pp.137-143
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    • 2017
  • There has been a number of research on concrete durability. specially, as a research on chemical ingression, the research on the degradation against acid, alkali, and sulfate has been conducted. On the other hand, for the research on oils, especially, the influence of various oils on cement mortar with Supplementary Cementitious Materials(SCMs) is not sufficiently studied. hence, in this research, the degradation of cement mortar incorporated fly ash and blast furnace slag is researched when the cement mortar is submerged in various oils. For the result of experiment, as the content of fatty acid in the oils, the degradation of cement mortar with SCMs was occurred more, and the cement mortar with SCMs suffered more degradation than the ordinary portland cement regarding the oil submerging.

Design of Supplementary Cementitious Materials and Unit Content of Binder for Reducing CO2 Emission of Concrete (콘크리트 CO2 저감을 고려한 혼화재 및 단위 결합재 양의 설계)

  • Yang, Keun-Hyeok;Moon, Jae-Heum
    • Journal of the Korea Concrete Institute
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    • v.24 no.5
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    • pp.597-604
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    • 2012
  • The present study assessed the $CO_2$ emissions of concrete according to the type and replacement ratio of supplementary cementitious materials (SCM) and concrete compressive strength using a comprehensive database including 2464 cement concrete specimens and 776 cement concrete mixes with different SCMs. The system studied in $CO_2$ assessment of concrete based on Korean lifecycle inventory was from cradle to pre-construction, which includes consistent materials, transportation and production phases. As the performance efficiency indicators, binder and $CO_2$ intensities were analyzed, and simple equations to evaluate the amount of $CO_2$ emission of concrete were then formulated as a function of concrete compressive strength and the replacement ratio of each SCM. Hence, the proposed equations are expected to be practical and useful as a guideline to determine the type and replacement ratio of SCM and unit content of binder in concrete mix design that can satisfy the target compressive strength and $CO_2$ reduction percentage relative to cement concrete.

Performance characteristics of inline mixing and coagulation system (인라인 혼화 및 응집 시스템의 성능특성)

  • Kim, Dong-Jun;Park, Sang-Kyoo;Yang, Hei-Cheon
    • Journal of Advanced Marine Engineering and Technology
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    • v.38 no.3
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    • pp.269-275
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    • 2014
  • The objective of this study was to investigate the performance characteristics of an inline mixing and coagulation system for water treatment based on the process intensification concept. Three-stage inline mixing and coagulation system was composed of the reservoirs of source wastewater, the fixed quantity injection pumps of coagulants, the mixing and coagulation tubes, a sedimentation tank and a control panel. In the equal dosage of coagulant and coagulant aids, the turbidity removal with increasing the dosage of coagulant aids was about 3 times higher than that with increasing the dosage of coagulant. In the condition of the equal mixing and coagulation time, the turbidity removal of inline mixing and coagulation system was about 4.6 times higher than that of mechanical type.