• 대한토목학회논문집
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• 제9권2호
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• pp.55-61
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• 1989

본 연구에서는 전기로슬래그를 잔골재로 사용하기 위한 기초단계로서 전기로슬래그의 화학성분, 조성광물 및 물리적성질에 대하여 고찰하였으며, 전기로슬래그의 팽창기구(膨脹機構), 안정화방안(安定化方案)에 대하여 검토하였다. 그리고 안정화된 전기로슬래그를 잔골재의 일부와 대체한 콘크리트의 기초적 성질을 알아보기 위하여 실시한 실험결과에 대해서도 고찰하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.203-206
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• 1997

In this paper, the properties of Interlocking block contained blast furnace slag cement are compared with that with O.P.C.(ordinary portland cement) and are analyzed under various mix proportions and the dosage of AE agent. According to the experimental results, compressive strength and flexural strength of interlocking block with blast furnace slag cement are lower than that with OPC. Also the strength and the ratio of absorption decrease with higher dosage of AE agent. although interlocking block with OPC has better performance than that of blast furnace slag in the side of quality, it is worth while to use the blast furnace slag as materials of interlocking block considered the side of recycling of resources and economy.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2016년도 추계 학술논문 발표대회
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• pp.32-33
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• 2016

This purpose of this study is to find the properties of pore structure and length change of blast furnace slag cement added alkali powder stimulant on shrinkage reducing agent presence. In length change, the specimen added alkaline stimulant was smaller than normal blast furnace slag concrete. And the specimen added shrinkage reduction agent was confirmed to show smaller rate of length change than the length. In MIP analysis of 1day-age, 0.1㎛ subsequent pore amount of the specimen added alkaline stimulant was significantly smaller value the normal blast furnace slag concrete specimen.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.231-236
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• 2000

In this study, to present the use of the blase furnace slag fly ash derived from a large amount of the industrial products with the early strength reduction of it prevented, the initial strength is measured after a large quantity of fly ash and the required stimulus agent for the high development of the initial strength was added in blast furnace slag cement. As the results, in spite of the much addition of fly ash in blast furnace slag, the long-age strength of blast furnace slag cement was able to be improved by a proper amount of stimulus agent, and was as high as that of ordinary portland cement.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 봄 학술논문 발표대회
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• pp.135-136
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• 2023

In this study, a concrete was prepared using an alkaline aqueous solution produced by electrolyzing potassium carbonate in order to improve the low initial strength of concrete using blast furnace slag. In order to confirm the increase in initial strength, the compressive strength of specimens was measured on the age of 7, 28 days. As a result, the blast furnace slag concrete using the electrolysis alkaline aqueous solution as the mixed water show high strength more than the blast furnace slag concrete using the general mixed water.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 가을학술발표대회논문집
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• pp.147-148
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• 2023

Recently, as blast furnace slag concrete has become widely used, managing the strength of concrete has become important. mSn is a method of correcting the difference in strength between standard cured specimens and concrete exposed to changes in temperature. In this study, the predicted strength based on the maturity of the central and outer parts of the blast furnace slag concrete structure is compared with the actual strength measured through coring. As a result, the actual strength difference between the center and the outer part of the concrete mixed with blast furnace slag was larger than the predicted strength difference.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1006-1011
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• 2010

This study was focused on the reactivity of furnace slag against cadmium to design the vertical drain method with reactive column for improving contaminated sea shore sediment. The removal capacity of furnace slag was analyzed using pseudo-second-order model. And the effective parameters of removal test were initial concentration and initial pH. According to equilibrium removal amount and reactive constant calculated by pseudo-second-order model, the removal capacity was analyzed. Equilibrium removal amount of furnace slag was linearly increased as increasing intial cadmium concentration. Because the pH was around 11, the removal mechanism of furnace slag could be both sorption and precipitation. Therefore the removal amount was increased due to initial concentration. pH was increased to around 11 in the case of "No treat", but the pH were 3.8 in the case of "HAc added" and 0.7 in the case of "HCl added". The removal amount was different 4.8, 1.19 and 0.27 mg/g. This results show the pH was major factor to remove cadmium using furnace slag.

• 청정기술
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• 제7권2호
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• pp.109-117
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• 2001

고로슬래그를 콘크리트의 결합재 또는 혼화재로의 사용은 활성화되어 있으나, 수량을 극히 제한적으로 사용하는 콘크리트 2차제품에 적용한 예는 극히 적다. 본 연구는 고로슬래그의 재활용 용도를 다양화하기 위한 것으로 시멘트의 일부를 고로슬래그로 대체하여 제조한 콘크리트 2차제품의 강도 증진 메커니즘을 분석한 것이다. 연구의 결과 압축강도 $400kgf/cm^2$ 이상의 고강도 스페이서를 개발시 고로슬래그의 사용은 매우 효과적인 혼화재료라는 것을 확인하였다. 고로슬래그의 사용에 의한 압축강도 증진의 주요 메커니즘은 콘크리트 2차제품의 전체 입도 분포가 보다 최밀입도에 가깝게 분포하는 최밀입도이론과 포졸란계 재료가 시멘트 수화물인 $Ca(OH)_2$와 상온에서 장기간에 걸쳐 일으키는 포졸란 반응인 것을 확인할 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.501-504
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• 2006

Recycled aggregate mortar contains plenty of calcium hydroxide to improve the strength of blast furnace slag, although the surface mortar made of recycled aggregate deteriorates adhesion to cement paste and blast furnace slag has a low initial strength. Therefore, this study assumes that the combination with both recycled aggregate and blast furnace slag will produce a better performance. The results of the experiment show that dry mortar made of recycled aggregate provides with higher strength than wet mortar does at the 3-day and 7-day age, while lower at the 28-day age. It indicates that a large amount of cement mortar made of dry recycled aggregate has deteriorated adhesion strength. The mixes with 30% and 50% of blast furnace slag and 50% and 75% of recycled aggregate provide with much better strength at the 7-day age, although they usually have latent hydraulic property at the 28-day age. It indicates that calcium hydroxide($Ca(OH){_2}$) in recycled aggregate has affected ground granulated blast furnace slag.

• 자원리싸이클링
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• 제17권5호
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• pp.11-18
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• 2008

본 연구에서는 고로슬래그 미분말 혼입률에 따른 라텍스개질 콘크리트의 역학적 특성과 탄산화 특성을 평가하였다. 이를 위해 라텍스 혼입률 변화(0%, 15%)와 고로슬래그 혼입률 변화(0%, 30%, 50%)를 실험변수로 하였으며, LMC와 BS-LMC의 특성분석을 위하여 압축강도, 황산, 염산에 대한 화학저항성 및 탄산가스에 의한 탄산화 촉진 시험을 실시하였다. 실험결과, 고로슬래그 혼입률이 30%일 경우 일반콘크리트와 동일한 강도발현 특성을 나타내었다. 고로슬래그 혼입율 50%의 조건은 탄산화에 의한 구조적 품질 저하가 예상되었으나 혼입률 30%이하에서는 일반콘크리트보다 우수한 탄산화 억제 효과가 있는 것으로 평가되었다. 특히 황산 및 염산용액 침지에 따른 강도저하 문제는 라텍스를 혼입함으로써 저감할 수 있었으며 탄산가스에 의한 중성화 진행도 라텍스를 혼입함으로서 개선되는 것으로 나타났다.