• 한국결정성장학회지
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• 제32권5호
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• pp.169-174
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• 2022

본 연구는 재생된 SiC 분말을 이용하여 단결정 성장 가능성을 검증하는 것을 목적으로 한다. 재활용 분말의 입도, 형상, 조성, 불순물 등의 기초적인 물성을 분석하고, 이를 활용하여 반응기 내부에서 일어날 수 있는 승화 거동을 예측하였다. 종합적인 판단 결과, 재생 분말의 물성은 단결정 성장에 적합 하였고, 이를 이용하여 단결정 성장 실험을 진행하였다. 높이 25 mm, 직경 100 mm 4H-SiC 단결정 잉곳을 다른 다형혼입 없이 성장 시켰다. 동공 결함 밀도는 0.02 ea/cm², 비저항은 0.015~0.020 ohm·cm² 측정되어 상용 수준의 품질을 얻었으나, 실제 소자 적용을 위해서는 전위 결함, 적층 결함과 관련된 추가 분석이 필요하다고 판단된다.

• Steel and Composite Structures
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• 제46권5호
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• pp.689-707
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• 2023

Geopolymer concrete production is interesting as it is an alternative to portland cement concrete. However, workability, setting time and strength expectations limit the sustainable application of geopolymer concrete in practice. This study aims to improve the production of geopolymer concrete to mitigate these drawbacks. The improvement in the workability and setting time were achieved with the additional use of NaOH solution whereas an increase in the strength was gained with the addition of recycled steel fibers from waste tires. In addition, the use of 25% basalt powder instead of fly ash and the addition of recycled steel fibers from waste tires improved its environmental feature. The samples with steel fiber ratios ranging between 0.5% and 5% and basalt powder of 25%, 50% and 75% were tested under both compressive and flexure forces. The compressive and flexural capacities were significantly enhanced by utilizing recycled steel fibers from waste tires. However, decreases in these capacities were detected as the basalt powder ratio increased. In general, as the waste wire ratio increased, the compressive strength gradually increased. While the compressive strength of the reference sample was 26 MPa, when the wire ratio was 5%, the compressive strength increased up to 53 MPa. With the addition of 75% basalt powder, the compressive strength decreases by 60%, but when the 3% wire ratio is reached, the compressive strength is obtained as in the reference sample. In the sample group to which 25% basalt powder was added, the flexural strength increased by 97% when the waste wire addition rate was 5%. In addition, while the energy absorption capacity was 0.66 kN in the reference sample, it increased to 12.33 kN with the addition of 5% wire. The production phase revealed that basalt powder and waste steel wire had a significant impact on the workability and setting time. Furthermore, SEM analyses were performed.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2016년도 춘계 학술논문 발표대회
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• pp.38-39
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• 2016

In this research, the possibility of wasted refractory powder pulverized from refractory block as an expansive admixture and additional alkaline stimulant for class two and three blast furnace slag cements (BSC) was assessed with its high content of free CaO or free MgO. As the replacement ratios of wasted refractory powder and blast furnace slag were increased, flow and air content were decreased, while unit volume weight was increased under same conditions. Compressive strength of mortar was increased with increased replacement ratio of wasted refractory powder, especially, in the case of class three BSC, the highest compressive strength was obtained when wasted refractory powder was replaced 10 %.

• 한국건축시공학회지
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• 제5권3호
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• pp.109-116
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• 2005

Recently, there have been many studies seeking towards the utilization of cementitious powder from concrete waste as recycled cement. However, most of the studies actually have been researches about the reuse of mortar or paste, not concrete waste. In fact, either mortar or paste is quite different from a real concrete waste in terms of age and mixture. Thus the purpose of this study is to examine basic physical properties of recycled cement, manufactured with cementitious powder from concrete waste, and analyze differences in chemical and hydraulic properties of the cement and its tested model. As a result of the chemical analysis, recycle cement is composed mainly of CaO and $SiO_2$, and that it is even lower in the content of CaO than Portland cement, which is also supported by previous studies. But, Differently from previous studies, calcining temperature of 650 was found an optimal condition under which cementitious powder from concrete waste could restore its hydraulic properties.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2011년도 춘계 학술논문 발표대회 1부
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• pp.93-95
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• 2011

This study is to investigate experimentally the engineering characteristics of cement mortar incorporating both recycled aggregate powder (RP) below 0.08 mm and cement kiln dust(CKD). RP is substituted for fine aggregate ranged from 5~15% and CKD is also substituted for RP from 10~30%. The use of RP resulted in a decrease in flow value at fresh mortar, while an increase in CKD did not affect the flow value significantly. The combination of RP and CKD provided slight increase in compressive strength at early and 28 days and in the high curing temperature at early age showed an increasing Strength value.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 봄 학술논문 발표대회
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• pp.109-110
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• 2023

In this study, mechanical properties of high strength cement composites (HSC) containing recycled glass powder (GP) after heating were investigated. As a result, at 100Mpa, as the heating temperature increased, the compressive strength increased while the elastic modulus decreased . At 140Mpa, after heating at 300℃, the spalling occurred excluding GP0, and it is believed to be due to the high density of HSC.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 추계 학술논문 발표대회
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• pp.128-129
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• 2015

Recently, a number of problems due to the CO₂ emissions are occurred. Therefore, it is a movement to restrict this activity. The research is being carried out steadily for recycling waste concrete from the cement paste based fine powder, which accounts for over 60% of construction waste as a recycled cement. In this study, the conclusion was obtained as a result of the research conducted, and then, replacing the main material of cement concrete to solve the above problem by reducing the amount of cement used Waste Concrete Powder. The more concrete results page replacement ratio of fine powder increases, the flow value of the concrete is lowered, the strength was remarkably reduced when the page Concrete Powder.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2012년도 춘계 학술논문 발표대회
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• pp.101-102
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• 2012

A policy for recycling waste concrete has been extensively studied, but it is still lacking to recycle and reuse as a cementitious powder, and the property has big different depending on the aggregate rates. In this study, the amount of cement powder according to the internal properties of the aggregate were mixed. From as a result, Concrete Powder to play inside the aggregate composition of the cement composition CaO rigs that causes loss of power and strength reduction due to rising real water cement ratio will affect large.

• 자원리싸이클링
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• 제14권3호
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• pp.55-62
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• 2005

굴 양식의 부산물인 패각과 혼합 폐플라스틱을 이용하여서 패각의 함유 및 패각 표면 재질에 따른 물성과의 상관관계에 관한 연구를 하였다. 먼저 패각과 순수 LDPE를 twin screw extruder를 시용하여 40 wt%의 마스터배치(masterbatch, M/B)를 제조한 후, 다시 이를 순수 LDPE와 섞어서 패각 함유 10 wt%에서 40 wt%까지의 사출용 시편을 제조하였다. 한편 순수 LDPE 대신에 혼합 폐플라스틱을 이용하여 상기와 동일한 방법으로 사출용 시편을 제조하였고, 패각과 혼합 폐플라스틱과의 상용성을 향상시키기 위해서 패각의 표면을 양이온과 양이온성 계면활성제로 치환하였다. 표면 개질 패각을 이용하여 혼합 폐플라스틱과의 혼입을 통해 상기와 동일 함량을 갖는 사출 시편을 제조한 후 기계적 물성을 측정하였다. 측정 결과 표면을 개질한 패각을 함유한 혼합 폐플라스틱은 미개질 패각 함유 시편에 비해 매트릭스와의 상용성 증가로 인해 굴곡강도, 압축강도, 열변형 온도 등의 물성 향상을 나타내었다. 따라서 패각을 함유시 혼합 폐플라스틱의 기계적 물성의 향상으로 인해 새로운 용도 개발이 가능한 것을 확인하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 춘계 학술논문 발표대회
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• pp.132-133
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• 2014

In this study, high volume of industrial by-products including blast furnace slag, recycled aggregate powder and incineration ash have been utilized on the slurry of the foamed lightweight concrete. As to decrease the price of the lightweight foam concrete, mortar based slurry and concrete based slurry has been fixed. As the variation of the foam conduction ratio and aggregates, the foam ratio and compressive strength has been tested. Results showed that using recycled aggregates in the slurry showed better effect than using natural aggregates due to the alkali properties of the recycled aggregates could activate the potential hydraulic properties of the blast furnace slag. Consider about the low price of the recycled aggregates, it could be identified that using recycled aggregates in high volume blast furnace slag blended lightweight concrete showed better compressive strength than natural aggregates.