• 한국농공학회:학술대회논문집
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• 한국농공학회 2000년도 학술발표회 발표논문집
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• pp.272-277
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• 2000

This study is performed to evaluate the engineering properties of permeable polymer concrete with blast furnace slag and fly ash. The following conclusions are drawn; 1. The highest strength is achieved by 50% filled blast furnace slag powder and fly ash permeable polymer concrete, it is increased 36% by compressive strength, 119% by tensile strength and 217% by bending strength than that of the normal cement concrete, respectively. 2. The ultrasonic pulse velocity is in the range of 2,022 ∼ 2,139m/s. The highest pulse velocity is showed by 50% filled blast furnace slag powder and fly ash permeable polymer concrete. 3. The water permeability is in the range of 4.612∼5.913$\ell$/$\textrm{cm}^2$/h, and it is largely dependent upon the mix design.

• Advances in concrete construction
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• 제5권1호
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• pp.65-74
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• 2017

This study was focused on the use of partial replacement of cement with glass powder in high strength concrete and also copper slag as a partial replacement of coarse sand in concrete. The high strength concrete was prepared with different mineral admixtures like silica fume, fly ash and rice ash husk in different proportions. An experimental investigation has been carried to study about the effect of glass powder on high strength copper slag concrete. The range of glass powder was 10%, 15% and 20% as a replacement of cement. The range of copper slag was 0%, 20%, 40% and 60% as a replacement of natural sand. In addition to the different percentage of fly ash, silica fume, and rice husk ash 5% and 10% was also studied in copper slag concrete. Thus, a total of 51 cubes were casted and compressive strength test was performed on them. The result of the study shows that the value of average compressive strength of concrete after addition of 10%, 15% and 20% of glass powder are 70.47, 72.01 and 73.31 respectively. The value of average compressive strength after addition of 20%, 40% and 60% copper slag as a replacement of sand are 72.18, 74.38 and 73.08 respectively. The value of average compressive strength after addition of 5% and 10% fly ash as a replacement of cement are 71.56 and 73.22. The value of average compressive strength after addition of 5% and 10% silica fume as a replacement of cement are 72.33 and 73.53. The value of average compressive strength after addition of 5% and 10% rice husk ash as a replacement of cement are 72.86 and 69.49. At the level of 20% replacement of cement by glass powder meets maximum strength as compared to that of controlled concrete and copper slag high strength concrete.

• 토지주택연구
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• 제3권3호
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• pp.287-297
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• 2012

보통포틀랜드시멘트(OPC)와 고로슬래그 및 플라이애시 만으로 설계기준압축강도 80MPa의 3성분계 고강도콘크리트(이하 고강도콘크리트)를 개발하기 위하여, 고로슬래그와 플라이애시의 대체율이 고강도콘크리트의 경화전 후 재료물성 변화에 미치는 영향을 평가하였다. 고강도콘크리트의 경화전후 재료물성 평가결과, 고로슬래그와 플라이애시 대체율이 최대 30%까지 증가할수록 유동성과 장기강도가 우수한 것으로 나타났다. 또한 OPC만으로 제작된 시험체와 비교하여 길이변화 특성이 우수하며, 혼화재 사용에 따른 탄산화는 없는 것으로 나타났다. 고강도콘크리트 재료물성 평가결과, 고로슬래그 대체율 25%, 플라이애시 대체율 15%일 경우, 경화전 후 재료물성이 가장 우수한 것으로 나타났다. 이 연구결과는 향후 고가의 실리카퓸을 대체할 수 있는 고강도콘크리트의 개발에 유용하게 활용될 수 있을 것으로 기대된다.

• 한국지반신소재학회논문집
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• 제21권4호
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• pp.111-121
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• 2022

베트남에서 대량 발생하는 플라이애시는 누적 매립량이 약 1억톤에 이르고, 약 1억톤 정도이며, 고로슬래그 역시 약 585만톤 정도 발생하는 것으로 보고되고 있다. 이에 따라 최근 베트남에서도 플라이애시 및 고로슬래그를 재활용하기 위해 제도적으로 대응하고 있으나 아직 활발히 현장에 적용되지 못하고 있다. 이에 본 연구에서는 베트남 발생 플라이애시 5종에 대하여 기본 성능분석을 실시하였고, 베트남 발생 고로슬래그와 국내 발생 고로슬래그의 성능을 비교 평가하였다. 플라이애시와 고로슬래 그를 활용하여 지반안정재 압축강도시험, 지반혼합 고화토 일축압축강도 시험을 수행한 결과, 베트남 발생 플라이애시 및 고로슬래그를 지반안정재의 원료로 활용이 가능한 것을 확인하였다.

• 대한건축학회논문집:구조계
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• 제36권1호
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• pp.155-162
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• 2020

The aim of the research is to investigate the fundamental properties and heat of hydration reducing performance of the fly ash incorporated concrete mixture when the coal gas slag (CGS) from integrated gasification combined cycle (IGCC) is used as fine aggregate. From the results of the experiment, the workability was generally increased and the air content was decreased up to one to four percent with increasing the replacing ratio of CGS to fine aggregate. The compressive strength was similar or increased within five percent to the Plain mixture when the CGS was used as a fine aggregate. When the CGS and fly ash were used same time, the heat of hydration reducing performance was improved than single using cases either CGS or fly ash. Based on the results, for the concrete mixture using CSG as a portion of the combined fine aggregate, the general properties were improved and heat of hydration was decreased approximately 16 % when the fly ash was replaced 30 % to cement and the CGS was replaced less than 50 % to fine aggregate.

• 자원리싸이클링
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• 제24권1호
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• pp.28-34
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• 2015

일반적으로 동슬래그를 콘크리트에 혼입하여 사용하는 경우, 동슬래그의 높은 자중으로 인한 블리딩의 증가로 경화 콘크리트의 압축강도 및 내구성의 저하가 유발된다. 본 연구에서는 산업부산물인 동슬래그를 잔골재의 대체골재로 사용하고자 하였는데 이에 따른 단점의 해소 및 자원 재활용 측면에서 플라이애쉬와의 병용 사용을 실시하였다. 본 연구 결과, 플라이애쉬의 혼입은 동슬래그만 단독으로 사용한 경우보다, 블리딩은 50%, 건조수축은 5%, 중성화 저항성은 30% 감소 및 압축강도는 10% 정도 향상 효과가 나타났다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 가을 학술발표논문집(II)
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• pp.275-280
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• 1998

In this study, to increase fluidity and resistance of segregation of materials, the effect of each of the materials, which have effects on high performance concrete from investigating the properties of strength and drying shrinkage of high performance concrete made by the basic mix proportion used fly-ash and ground granulated blast-furnace slag after hardening, has been checked. By the results of this experiment, fluidity on W/C=34% was satisfied within slump-flow 65$\pm$5cm and U-type self-compacting difference 5cm. On the properties of strength, high performance concrete produced compressive strength over 400kg/$\textrm{cm}^2$ in 28days when powder was replaced by 40% of fly-ash and 60% of ground granulated blast-furnace slag. And compressive strength was taken over 600kg/$\textrm{cm}^2$ equal to non-replacement in 91days. Also, the length change of concrete with the addition of fly-ash was smaller than that without it. Therefore, it may be effective on the decrease of drying shrinkage volume.

• Computers and Concrete
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• 제7권1호
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• pp.17-38
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• 2010

This research aimed to investigate the influence of high-volume mineral admixtures (MAs), i.e., fly ash and slag, on the hydration characteristics and microstructures of cement pastes. Degree of cement hydration was quantified by the loss-on-ignition technique and degree of pozzolanic reaction was determined by a selective dissolution method. The influence of MAs on the pore structure of paste was measured by mercury intrusion porosimetry. The results showed that the hydration properties of the blended pastes were a function of water to binder ratio, cement replacement level by MAs, and curing age. Pastes containing fly ash exhibited strongly reduced early strength, especially for mix with 45% fly ash. Moreover, at a similar cement replacement level, slag incorporated cement paste showed higher degrees of cement hydration and pozzolanic reaction than that of fly ash incorporated cement paste. Thus, the present study demonstrates that high substitution rates of slag for cement result in better effects on the short- and long-term hydration properties of cement pastes.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 봄 학술논문 발표대회
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• pp.186-187
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• 2022

The purpose of this study was to give fluidizing properties to non-sirtered cement made using by-products that can replace Portland cement by using a fluidizing agent. Blast furnace slag, C-type fly ash, and F-type fly ash were used for non-sirtered cement, and sand was used for aggregate. The amount of fluidizing agent used was fixed at 1%, and the water-cement ratio (W/C) was different by setting the binder blending ratio of the non-sintered cement differently, and the fluidity test and flow were compared. As a result of the experiment, when the flow standard was 170mm when the fluidizing agent was used, the fluidizing properties were shown at an average water-cement ratio (W/C) of 36%. Through this study, it was confirmed that the fluidizing properties appeared when the fluidizing agent was used in non-sintered cement.

• 대한환경공학회지
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• 제29권7호
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• pp.801-809
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• 2007

플라이 애쉬와 고로슬래그는 알칼리 활성화시 점착성의 시멘트성 물질로 전환될 수 있는 산업부산물로서, 이 같은 시멘트성 물질의 생산은 포틀랜드 시멘트 제조시보다 에너지 소비가 적고 이산화탄소 방출도 적다. 플라이 애쉬/슬래그 시멘트의 압축강도에 대한 알칼리 활성화 조건의 영향과 이 시멘트의 산 저항 특성을 평가하기 위해 실험을 수행하였다. 두 개의 알칼리 활성화 용액, 즉 수산화나트륨과 수산화나트륨 + 물유리가 사용되었다. 물유리 농도는 모든 실험에서 압축강도에 가장 큰 영향을 미치는 인자로 나타났다. 그 다음으로 중요한 인자는 수산화나트륨 농도와 양생 온도 순이었다. 황산과 염산에 대한 FC(플라이 애쉬 시멘트)와 FSC(플라이 애쉬/슬래그 시멘트)의 산 저항성은 포틀랜드 시멘트(PC)보다 월등히 좋았다.