• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 가을학술발표대회논문집
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• pp.151-152
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• 2023

Lightweight aggregates has a dry specific gravity of 2.0 or less, which is lower than natural aggregates. Lightweght aggregate is efficient for weight reduction but has low compressive strength. In this study, EIS(electrochemical Impedance Spectroscopy) was used to confirm the ITZ(Interfacial Transition Zone) between the lightweight aggregate and cement paste according to the coated of blast furnace slag powder. As a result of EIS measurement, the correlation between ITZ characteristics and compressive strength was determined. The phase angle of EIS was different depending on the blast furnace slag powder coated of the lightweight aggregate. The surface-cotead lightweight aggregate was improved and the ITZ was strengthened.

• 한국농공학회지
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• 제37권5호
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• pp.43-52
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• 1995

To examine the appicability of the converter slag to aggregate, tests were performed for the converter slag specimens which were aged with steam, and the stability of expansion was investigated. The strength of the converter slag was found to he lower than that of the natural aggregate. But the strength of the concrete mixed with the converter slag and the granular slag was increased with an increase of the content of the granular slag. The slump value was larger for the specimen of the converter slag than that for the natural aggregate. The specific weight of the converter slag was decreased with an increase of the aging peroid. The aging time for the converter slag was accessed to be about 48 hours to accommodate the full stability of the expansion. The amount of the steam needed to age one ton of converter slag to full expansion was accessed to be 60 kg. From the regression analysis for splitting tensile strength (t), and flexural strength (f), the compressive strength (c) based on the following formulas were proposed $\sigma$t=0.1506 $\sigma$c+4.5(kg/cm$^2$) (r=0.876) $\sigma$f=O.l537.~+30.5(kg/cm$^2$) (r=0.796)

• 한국건설순환자원학회논문집
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• 제7권4호
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• pp.79-87
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• 2012

최근 건설산업에서는 천연 골재 고갈과 엄격한 환경 규제로 인하여 골재 부족 현상이 지속되고 있기 때문에 대체 골재 개발이 시급한 실정이다. 따라서 본 연구에서는 파이넥스 공정에 의하여 발생되는 고로슬래그를 콘크리트용 잔골재로 활용하기 위하여 기초물성을 검토하였다. 본 연구를 통하여 콘크리트용 잔골재로써 파이넥스 슬래그의 활용 방안을 제안하고자 한다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.15-18
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• 2003

Development of the construction industry generally exhausts natural aggregate. Hence it is problem to the lack of supply and quality deterioration, so the resource saving and protection of environment is made an effort through recycling by-product. This study presents that fundamental properties of concrete which used cooper slag as alternate sand of low fineness modulus and plan of cooper slag as concrete aggregate. Testing factors are concrete's slump, air contents, unit weight and compressive strength. The results of this study are as follows; (1) Concrete slump is generally satisfied with the condition but is inferior to the others in substitution rates 30%. Also air contents are 3.1-4.1% and go up according to increase substitution rate. (2) Unit weight increase in 1.1% as the mixing ratio of cooper slag argument 10%. (3) compressive strength of cooper slag concrete is similar to plain and especially higher 11-15% in W/C 45%, 50%. So it seems that aggregate mixed cooper slag is suitable to low water-cement ratio mixture.

• 한국도로학회논문집
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• 제20권1호
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• pp.59-67
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• 2018

PURPOSES : This paper presents a mix design method for using steel slag as an aggregate for asphalt mixtures. METHODS : Steel slag has a different density and absorption rate than natural aggregates. The asphalt content was calculated according to the steel slag characteristics, and the formula for aggregate-gradation correction was presented. RESULTS : The asphalt mix was designed using the proposed equations. Using the proposed mix design method, it was possible to design the asphalt mixture according to the target-usage amount of the recycled aggregate. CONCLUSIONS : The suggested method can be used for asphalt mix design using aggregates with different densities and absorption rates. It is expected to contribute to quality improvement by ensuring accurate calculation of mixing ratios for steel slag asphalt mixtures.

• Computers and Concrete
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• 제16권3호
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• pp.487-502
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• 2015

This study investigated particle expansion in basic oxygen furnace slag (BOF) and desulfurization slag (DSS) after heat curing by using the volume method. Concrete hydration was accelerated by heat curing. The compressive strength, ultrasonic pulse velocity, and resistivity of the concrete were analyzed. Maximum expansion occurred in the BOF and DSS samples containing 0.30-0.60 mm and 0.60-1.18 mm particles, respectively. Deterioration was more severe in the BOF samples. In the slag aggregates for the complete replacement of fine aggregate, severe fractures occurred in both the BOF and DSS samples. Scanning electron microscopy revealed excess CH after curing, which caused peripheral hydration products to become extruded, resulting in fracture.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2013년도 추계 학술논문 발표대회
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• pp.164-165
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• 2013

This study is on the performance evaluation of concrete being used the CaMg based low carbon cement(LCC) as a binder and the rapidly cooled electric arc furnace oxidizing slag(EAF slag) as a fine aggregate. When using the sand as a fine aggregate, compressive strength of the concrete using LCC, as a binder, was reduced 9% comparing with that of OPC concrete. However, when using the EAF slag as a fine aggregate, the compressive strength was increased by 9%. We found that combination LCC and EAF slag contribute to the strength properties of concrete.

• 한국구조물진단유지관리공학회 논문집
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• 제13권1호통권53호
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• pp.78-87
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• 2009

본 논문은 제강슬래그를 잔골재 대체재로 콘크리트에 활용할 경우 유리석회의 다량 함유로 인한 팽창성 때문에 콘크리트용 골재로서의 사용이 제한되고 있어 제강슬래그를 급냉시켜 유리석회의 함유량를 크게 낮춘 급냉제강슬래그를 잔골재로 활용한 콘크리트의 특성에 관한 연구이다. 따라서 급냉제강슬래그의 대체율 및 잔골재율을 달리하여 제작한 콘크리트 시험체의 슬럼프로스시험, XRD 및 SEM분석에 따른 수화특성, 재령에 따른 압축강도 시험, 길이변화시험 및 급속염소이온침투시험결 과를 비교 고찰하여 급냉제강슬래그의 적정 대체율 및 잔골재율을 도출하였다.

• 한국건설순환자원학회논문집
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• 제3권2호
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• pp.171-179
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• 2015

최근 건설산업에서는 천연 골재 고갈과 엄격한 환경 규제로 인하여 골재 부족 현상이 지속되고 있기 때문에 대체 골재 개발이 시급한 실정이다. 따라서 본 연구에서는 기존 전로슬래그 처리방식의 문제점을 해결하기 위한 새로운 처리방식 즉, 고온 용융슬래그를 회전식 드럼내에 투입한 다음 냉각수, 압축공기 및 강철구를 이용하여 급속 냉각, 파쇄 처리하는 공정에서 발생되는 습식 급랭 전로슬래그를 콘크리트용 잔골재로 활용하기 위하여 기초물성을 검토하였다. 또한 본 연구를 통하여 콘크리트용 잔골재로써 습식 급랭 전로슬래그의 활용 방안을 제안하고자 한다.

• 자원리싸이클링
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• 제17권1호
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• pp.73-79
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• 2008

최근 들어 경제성장과 산업의 발달로 사회기반시설 및 주거시설 등의 건설이 활발히 이루어지면서 콘크리트용 골재의 사용량이 급증하고 있다. 그러나 천연골재는 점차 고갈되고 그 채취에 대한 엄격한 환경적인 규제 때문에 골재의 부족이 건설분야의 큰 문제로 대두되고 있어 이를 대체할 수 있는 대체재의 개발이 시급한 실정이다. 따라서 본 연구에서는 철강생산 과정에서 부산물로 발생되는 제강슬래그를 잔골재의 대체재로 활용하기 위하여 유리석회를 대폭 감소시킨 급냉제강슬래그를 잔골재로 활용한 콘크리트의 물성 및 역학적 시험결과를 비교 고찰하여 그 활용 가능성과 적정대체율을 규명하였다.