• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.489-494
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• 2001

Several studies have reported that Granulated Blast-Furnace Slag improved the properties of concrete. The Granulated Blast-Furnace Slag could be a good alternative in the shortage of aggregate situation. Slag shows the possibility of influential aggregate and effect of environment preservation. This study presents that the basic properties of fresh concrete using Air-cooled Blast-furnace slag aggregate and Water-cooled Blast-furnace slag aggregate. Testing Factors of this study are concrete slump, slump loss, bleeding, and air contents. The result of this study is below. 1) In case of proportion slag and grave is 50 to 50, the biggest slump value is measured. 2) In the concrete using of air-cooled Blast-furnace slag aggregate, the bleeding capacity is a little. In the concrete using of Water-cooled Blast-furnace slag aggregate, the bleeding capacity goes up to 50% increase. 3) As substitution rate of the granulated blast-furnace slag goes up, air content is increased.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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• pp.383-388
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• 2000

In these days, there are out of natural sands in the construction field. It is required that development of substitute material for natural material. The blast-furnace slag could be a good alternative material in this situation. It can help resource recycling and the protection of environment. This study presents that the strength properties of mortar using air-cooled blast-furnace slag sand and water-cooled blast-furnace slag sand. The mixing design of this study have a few factors, three type of unit water, four types of W/C, five types of substitution rate. When air-cooled furnace slag sand used in mortar, as substitution rate is higher, 3, 7-days compression strength and flexural strength are going up. But, in case of water-cooled furnace slag sand mortar, strengths are going down.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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• pp.40-45
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• 1999

This experimental study presents the strength properties of mortar using the blast-furnace slag sand. The mix disign of this study is based on the each three classes of unit water; (250, 275, 300)kg/㎥ and four classes of W/C; (45, 50, 55, 60)% and substitution rate(0, 25, 50, 75, 100)%. It gives following result. As W/C ratio increase, the strength is decrease. In case of mortar using air-cooled blast-furnace slag sand, the 3-days and 7-days compression strength is increase as substitution rate is higher. But in case of the mortar using the quenched blast-furnace slag sand, the compression strength is decrease as substitution rate is higher.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2016년도 추계 학술논문 발표대회
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• pp.117-118
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• 2016

This paper evalutes properties of extruding cement panel using Ca-extracted convert slag and air-cooled blast furnace slag. Flexural strength of extruding cement panel has measured in air dry and autoclave curing as basic study for use as silicious source. As a result, when Ca-extracted converter slag replaces 25% in autoclave curing, flexural strength measures 13.1MPa better than panel control mix. In result of using air-cooled blast furnace slag, Ca-extracted air-cooled blast furnace slag dose not show increase of flexural strength.

• 한국세라믹학회지
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• 제51권6호
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• pp.584-590
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• 2014

Air-cooled slag showed grindability approximately twice as good as that of water-cooled slag. While the studied water-cooled slag was composed of glass as constituent mineral, the air-cooled slag was mainly composed of melilite. It is assumed that the sulfur in air-cooled slag is mainly in the form of CaS, which is oxidized into $CaS_2O_3$ when in contact with air. $CaS_2O_3$, then, is released mainly as $S_2O{_3}^{2-}$ion when in contact with water. However, the sulfur in water-cooled slag functioned as a constituent of the glass structure, so the$S_2O{_3}^{2-}$ ion was not released even when in contact with water. When no chemical admixture was added, the blended cement of air-cooled slag showed higher fluidity and retention effect than those of the blended cement of the water-cooled slag. It seems that these discrepancies are caused by the initial hydration inhibition effect of cement by the $S_2O{_3}^{2-}$ ion of air-cooled slag. When a superplasticizer is added, the air-cooled slag used more superplasticizer than did the blast furnace slag for the same flow because the air-cooled slag had higher specific surface area due to the presence of micro-pores. Meanwhile, the blended cement of the air-cooled slag showed a greater fluidity retention effect than that of the blended cement of the water-cooled slag. This may be a combined effect of the increased use of superplasticizer and the presence of released $S_2O{_3}^{2-}$ ion; however, further, more detailed studies will need to be conducted.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 춘계 학술논문 발표대회
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• pp.270-271
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• 2014

In this study, a replacement ratio of blast furnace slag coarse aggregate and a water binder ratio by an optimum combination of PHC file was investigated. As a results, the target strength 78.5MPa was altogether satisfied in a mix proportion 28-G100-SG0 and W/B ratio 26 %. The surface rupture was generated in 28-G0-SG100 combination after curing with the autoclave. According to the result of measuring the ingredient, the majority were the MgOH2 hydrate.

• 콘크리트학회논문집
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• 제12권5호
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• pp.59-68
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• 2000

A series of experiments were performed to investigate the strength characteristics of concrete which contain air cooled blast-furnace slag as coarse aggregate. The slag is a by product of GISC. The experimental conditions are varied with three different W/C(45%, 50%, 55%) and the weight of water and S/a are constant. The strength properties of the concrete at 7days, 28days, 90days are examined. Also the same strength properties are examined for the normal concrete which contain river gravel and crushed stone respectively as coarse aggregate. As the comparison results of the strength properties, it was found that the compressive strength development of concrete containing blast-furnace slag is better than that of concrete using river gravel at early age, however this is adversely at long-term age, and the tensile and flexural strength of the concrete were not nearly affected by water-cement ratio.

• 한국건설순환자원학회논문집
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• 제2권2호
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• pp.137-144
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• 2014

본 연구에서는 서냉 고로슬래그 굵은골재를 PHC 파일 콘크리트용 굵은골재로의 활용성을 검토하기 위해 실내 배합 평가부터 실공정 제품 생산까지를 진행하였다. PHC 파일의 기본 물성 및 압축강도는 적절한 배합 조정을 통해 충분히 확보 가능 할 것으로 판단된다. 다만 SG 내에 CaO와 MgO를 다량 포함한 골재의 선별을 반드시 진행되어야 AC(Auto-clave)방식의 PHC 파일 제조 공정에서의 사용이 가능할 것으로 판단되며, 파일의 표면 불량을 제외하고는 KS에서 규정하고 있는 휨모멘트, 전단강도, 압축강도를 모두 만족하는 것으로 나타났다.

• 한국토양비료학회지
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• 제18권1호
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• pp.67-71
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• 1985

제철광재(製鐵鑛滓)로 부생(副生)되는 급랭광재(急冷鑛滓)를 규산질비료(珪酸質肥料) 자원(資源)으로서의 활용성(活用性)을 검토(檢討)해보고저 시판(市販) 규산질비료(珪酸質肥料)를 대조(對照)로 입도수준별(粒度水準別)로 규산함량(珪酸含量)이 낮은 사양토(砂壤土)를 공시(供試)하여 pot시험(試驗)으로 비효(肥效)를 구명(究明)하였다. 수도수량(水稻收量)은 급랭광재(急冷鑛滓)가 시판(市販) 서랭광재(徐冷鑛滓)에 비(比)하여 증수(增收)되었으며 이는 식물체(植物體) 규산함량(珪酸含量)이 높은 것과 일치(一致)되었다. 식물체중(植物體中) 규산함량(珪酸含量)이 높은것은 급랭광재(急冷鑛滓)에서 규산(珪酸)의 공급력(供給力)이 신속(迅速)한 때문이며, 토양중(土壤中) 규산함량(珪酸含量)은 서랭광재(徐冷鑛滓)에서 높았으며 이는 서랭광재(徐冷鑛滓)에서 규산용출(珪酸溶出)이 지속(持續)되어 토양(土壤)에 많이 잔존(殘存)해 있는 것으로 판단(判斷)되었다. 이와같은 결과(結果)로 보아 급랭광재(急冷鑛滓)는 규산질비료(珪酸質肥料) 자원(資源)으로 활용(活用)이 가능(可能)할 것이다.

• 자원리싸이클링
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• 제12권5호
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• pp.36-41
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• 2003

슬래그는 철분함량이 높아 자원으로의 활용이 가능하나 시장상황에 따라 매립되는 등 재활용이 활발히 이루어지지 않은 실정이다. 따라서 본 연구에서는 슬래그의 재활용이 즘 더 용이하도록 슬래그 내에 존재하는 철분 회수의 중요한 방법인 자력선별 방안에 대하여 고찰하였다. 수재 슬래그, 수냉 전로 슬래그, 공냉 전로 슬래그를 시료로 사용하였고 자장의 세기, 드럼의 회전속도, 슬래그의 투입량에 따른 철분 회수량에 대하여 조사하였다. 철분함량이 적은 수재슬래그는 피더의 진동수 및 드럼의 회전수가 느릴수록 회수율이 증가하였으며 0.5mm 이상의 입도에서 자력선별시 고품위의 철분을 얻을 수 있었다. 수냉의 전로 슬래그의 경우 피더의 진동수가 빠를수록, 드럼의 회전수가 느릴수록 회수율이 증가하는 것으로 조사되었고 입도의 크기가 작아질수록 입도별 회수율이 증가하는 것으로 관찰되었다. 공냉의 전로 슬래그는 피더의 진동수가 낮은 경우 드럼의 회전수가 감소할수록, 높은 경우는 드럼의 회전수가 증가할수록 회수율이 증가하는 것으로 나타났다. 또한 자력선별시 자장의 세기를 증가시키면 회수율은 증가하나 금속철 이외의 철 화합물의 혼입이 많아져 품위가 낮아지는 것으로 관찰되었다.