• Applied Chemistry for Engineering
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• v.19 no.6
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• pp.652-660
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• 2008

For the recycling of rapid-chilled steel slag, the mechanical strengths and physical properties of EVA-polymer modified mortars with the various replacement ratios of rapid-chilled steel slag were investigated. Twenty five specimens of polymer modified mortars were prepared with the five different amounts of EVA-polymer modifier (0, 5, 10, 15, 20 wt%) and rapid-chilled steel slag (0, 25, 50, 75, 100 wt%). For the investigation of the characteristics of polymer modified mortars, the measurements such as water-cement ratio, unit volume weight, air content for fresh mortar and compressive strength, flexural strength, water absorption, hot water resistance, porosity and SEM investigation for curing specimens were conducted. As a results, with an increase in the replacement ratio of rapid-chilled steel slag, water-cement ratios decreased but unit volume weight increased remarkably. With increasing EVA-polymer modifier and the replacement ratio of rapid-chilled steel slag, percent of water absorption decreased but compressive and flexural strengths increased remarkably. By the hot water resistance test, mechanical strengths decreased but total pore volume and porosity increased remarkably. In the SEM observation, the components of specimen were shown to stick to each other in the form of co-matrix phase before hot water resistance test, but polymer modifier of co-matrix phase was decomposed or deteriorated after hot water resistance test.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.16 no.5
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• pp.3511-3517
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• 2015

It is necessary to maximize the durability of Concrete for the underground structure because its maintenance and reinforcement are difficult. For cracks due to drying shrinkage of the concrete on the characteristics of the material, there is a need for an alternative in the deterioration phenomenon that occurs. In this study, fundamental properties including drying shrinkage of mortar and concrete were investigated to replace fine aggregate from cooling slag for reducing drying shrinkage of mortar and concrete. In the case of rapid cooling slag fine aggregate, it was effective to reduce and restrain initial shrinkage of mortar and concrete, and compressive strength was increased through the all specimen in proportion to its replacement ratio.

• Cement
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• s.206
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• pp.44-49
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• 2015

• Journal of Welding and Joining
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• v.2 no.2
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• pp.29-37
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• 1984

발전설비를 비롯한 산업설비, 각종 압력용기 및 철구조물 제작시 발생하는 여러가지의 용접불량 중에서 슬래그 혼입이 차지하는 비율이 전체 불량의 절반 이상을 차지하고 있다. 특히 여타의 용접법에 비해 SMAW에 의한 슬래그 혼입의 발생이 가장 많으므로 이에 대한 결함 발생의 경향을 조사하고 그 방지대책을 설정하기 위하여 이번 실험을 실시하게 되었다. 수동 용접봉의 피복제 중 가스 발생 원인은 아아크 분위기를 생성하고 기타 부분은 슬래그가 되어 용융금속을 둘러싸서 이것을 보호하면서 용융지로 이행한다. 슬래그는 용융지 내에서 비이드 표면으로 부상하면서 탈산반응이나 불순물을 제거하는 정련작용을 한다. 또한 적당한 합금 원소의 보충, 용융금속의 유동성 증가 등에 의하여 양호한 용착금속의 생성을 돕는다. 한편, 슬래그는 고온금속을 덮어 이것을 보호함과 동시에 급냉을 완화하는 작용을 한다. 그러나 이러한 슬래그가 응고하는 용착금속 사이에 혼입된다면 용착금속의 기계적 성질을 저하시키는 중요한 요인이 된다. 슬래그 혼입에 대하여 간단하고 일반적인 방지대책은 많이 언급되어 있으나 슬래그 혼입의 방지대책에 대해 깊이 있는 연구가 거의 없다. 이번 실험에서는 광범위한 요인의 선제, 싯수의 제안으로 인하여 새로운 슬래그 혼입 기구의 설정이나 특정한 요인의 영향에 대한 정확한 한계치의 설정보다는 각 요인에 대한 정성적인 영향을 분석하였다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2013.11a
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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.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2013.05a
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• pp.318-320
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• 2013

The spherical bead manufactured by rapidly cooling process shows high density of 3.64g/㎤, high unit volume weight of 2.6kg/l, and high solid volume of 71%. When it applies to the grouter, it is possible to obtain even high fluidity with only a small amount. This study, focusing the grouter using a rapidly-cooled electric arc furnace oxidizing slag(RC-EAFS), deals with the properties of flow and setting time in fresh state, compressive strength and length variation at 1, 3, 7 and 28 curing day in hardened state. As the results, even though the grouter with RC-EAFS shows comparative low strength, it will be possible to development the competitive product due to the properties of increasing flow and low cost.

• Resources Recycling
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• v.30 no.1
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• pp.83-91
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• 2021

Ladle furnace slag is a byproduct of the steel-making process, and it contains the mineral β-C2Sandtherapid-settingmineral (dependingonwhichreducingagenthasbeenused). Ladle furnace slag is often treated through slow cooling, which causes the slag to lose its reactivity. In this study, the properties of air-quenched CAC and pulverized ladle furnace slag containing gypsum were evaluated, and the optimal mixing ratio was determined for broadening their usage. Consequently, the properties of CAC aredemonstrated by the dissolution of gypsum after a period of three hours and the content of gypsum after a period of one day. The optimal mixing ratio of anhydrate and hemihydrate gypsum is found to be within 30% and that of dihydrate gypsum is found to be higher than 35%. Furthermore, based on the results of CAC with dihydrate gypsum, the applicability of the by-product dihydrate gypsum has been verified.

• Cement Symposium
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• s.38
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• pp.88-94
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• 2011

• Magazine of RCR
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• v.4 no.1
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• pp.6-16
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• 2009

• Magazine of the Korea Concrete Institute
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• v.19 no.6
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• pp.39-45
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• 2007