• 한국재료학회지
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• 제18권9호
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• pp.463-469
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• 2008

Non-sintering cement was manufactured with briquette ash. Alkali activator for compression bodies used a NaOH solution. In order to apply alkali-activated briquette ash and the non-sintering cement to concrete, several experimental studies were performed. It was necessary to study the binder obtained by means of a substitute for the cement. This study concentrated on strength development according to the concentration of NaOH solution, the curing temperature, and the curing time. The highest compressive strength of compression bodies appeared as $353kgf/cm^2$ cured at $80^{\circ}C$ for 28 days. This result indicates that a higher curing temperature is needed to get a higher strength body. Also, geopolymerization was examined by SEM and XRD analysis after the curing of compression bodies. According to SEM and XRD, the main reaction product in the alkali activated briquette ash is aluminosilicate crystal.

• 한국인쇄학회지
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• 제22권1호
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• pp.29-38
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• 2004

With increasing interests in environment matters over the world, incessant efforts to develop products which meet these environmental requirements have been made also in paint industry. Among the efforts in this field, UV(Ultra Violet) curing system is focused as one of most potential system. It is because this system not only proved to be environmentally friendly compared with heat curing system or other system but also has economical merit of smaller facility, less energy consumption, and better productivity. Superior properties in many application is surely one of its dominant merit. With these advantage UV system is applied to a variety of industrial fields and expected to have continuous growth in the future. As practical application of UV system has shown lasting progress, R&D on basic material of this system keeps up with. This is a study on photo-initiator that is a fundamental substance in UV curing method and amine, its aid for better effect. After reviewing on them in the aspects of function, economy, and stability, optimal foumula is pursued through experiments when applied to real products.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 가을 학술논문 발표대회
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• pp.33-34
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• 2020

𝛾-dicalcium silicate (𝛾-C₂S) is characterized by its strong carbonation reactivity and has the prospect to be utilized as a building material with the added benefit of CO₂ capture. This paper aims to point out the impact of 𝛾-C₂S on the microstructure characteristics and mechanical properties of GGBFS paste, and mortar samples. The compressive strength of 𝛾-C₂S added GGBFS cement mortar is higher compared to without 𝛾-C₂S in accelerated carbonation (AC) up to 14 days of curing but once the curing duration is increased, there is no significant improvement in compressive strength. This study suggests that 𝛾-C₂S can capture the atmospheric CO₂ (mostly generated from cement and metallurgy industries) and utilized in construction.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1992년도 하계학술대회 논문집 B
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• pp.969-972
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• 1992

It is shown that the ac breakdown strength, treeing phenomena, oxidation level, and crystallinity of unaged and aged distribution CV cables vary with XLPE insulations (characterizing anti-oxidation) and curing process. The maximum size of bow-tie tree in insulation influenced on the decrease of ac breakdown strength and the increase of oxidation level and crystallinity of XLPE according to aging time lead to increase the size and density of bow-tie trees.

• Composites Research
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• 제21권1호
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• pp.16-21
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• 2008

일반적인 아미드형 가교제(HD)를 함유한 에폭시 수지의 가교거동을 캐슈너트 외피유(CNSL) 및 CNSL-포름알데하이드 수지(CFR) 그리고 피마자유 존재 하에서 시차열량계(DSC)를 이용하여 조사하였다. 가교반응에 대한 활성화 에너지를 여러 가지 가열속도에서 비등온 DSC 열량그래프로부터 계산하였다. 피마자유 존재 하에서 에폭시 수지의 가교는 1단계 반응을 나타낸 반면 CNSL 및 CFR 존재 하에서는 2단계 가교거동을 나타내었다. 즉, 에폭시 수지/CNSL(혹은 CFR)/HD 블렌드의 경우 경쟁적인 가교반응이 나타났다. HD가 없는 에폭시 수지/CNSL(혹은 CFR) 블렌드의 경우 CFR 시스템이 CNSL보다 낮은 가교엔탈피 값을 나타내었고, CNSL 및 CFR 함량이 증가할수록 가교활성화 에너지는 증가하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 춘계 학술논문 발표대회
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• pp.264-265
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• 2014

Currently, CO₂ existed in the air usually reacts concrete, and then CaCO₃ can be appeared. As time goes by, pH of concrete is decreased and corrosion of steel can be happened. This phenomenon is called carbonation. For preventing carbonation of concrete, various methods like using corrosion inhibitor, high compressive strength concrete, and enough covering depth are adopted. But these method are usually passive methods focused on corrosion of steel and have limitation on economic. Thus, as basic study for active method of carbonation, cement pastes with CO₂ reactive material (γ-C₂S, MgO) and GBFS were in accelerated carbonation, and the compressive strengths were measured. On the result, the compressive strength was improved better than non-carbonation. Through measuring the weight change using TG-DTA, as specimens were carbonated, according to decreasing of Ca(OH)₂ and Mg(OH)₂, CaCO₃ and MgCO₃ were increased. Therefore it can be shown that carbonation curing can be realized.

• 콘크리트학회논문집
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• 제26권2호
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• pp.117-124
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• 2014

온실가스 배출로 인한 환경 문제가 전 세계적으로 대두되고 있으며 시멘트 산업의 $CO_2$ 배출 비중은 매우 큰 실정이고 앞으로도 시멘트의 지속적인 수요가 필요하다. 이 연구에서는 시멘트 생산에 의한 $CO_2$ 배출과 환경 부하를 감소시키기 위해 산업부산물인 고로슬래그를 활용하여 소성을 거치지 않은 알칼리활성 시멘트의 개발을 위한 기초 물성 실험을 실시하였다. 2차 제품으로의 활용 등 양생에 따른 특성을 비교하기 위하여 상압 증기 양생 등 양생 조건을 다르게 하여 실험을 진행하였다. 모르타르 경화체를 통한 휨 압축강도 측정으로 역학적 특성을 파악하고 내산성 내염화물 침투성 등 화학적 특성을 파악하였으며 XRD, SEM 실험을 통해 수화 반응 메커니즘을 분석하였다. 이 실험 결과로부터 보통 포틀랜드 시멘트와 비교하여 우수한 역학적 화학적 특성을 확인하였고, 뛰어난 내구성을 요구하는 지하구조물이나 수중 및 해중 구조물에 적용이 가능할 것으로 예상된다. 증기 양생을 통한 우수한 장기강도를 바탕으로 콘크리트 2차 제품에 시멘트 대체제로 활용이 가능할 것으로 예상되며 지속적인 연구를 통해 문제점을 해결하여 우수한 경제성 및 환경부하를 줄일 수 있는 효과가 기대된다.

• 한국응용과학기술학회지
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• 제29권1호
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• pp.159-173
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• 2012

UV 경화기술은 라디칼 경화와 양이온 경화로서 크게 2 종류로 분류할 수 있다. 이 기술은 플라스틱과 금속간의 여러 기재에 대한 기능성을 개선하기 위해서 표면처리기술에 주로 초점이 맞추어져 왔다. 반면에, Electron beam 기술은 새로운 기능성 재료들을 창출하기 위해 중합공정뿐만 아니라 가교반응들을 다루었다. 이들 두 기술들은 종래의 열경화성 코팅과 비교할 때, 에너지이용 효율과 환경 친화적이어서, 건조와 경화 공정으로 부터 배출되는 탄산가스와 휘발성 유기물을 대폭 감소시킨다. 이 논문에서는 UV 경화 코팅에서 흔히 사용되는 라디칼 경화기술과, 최근의 있는 양이온 경화와 관련된 기술을 다룬 리뷰 논문이다.

• Restorative Dentistry and Endodontics
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• 제18권1호
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• pp.1-26
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• 1993

The purpose of this study was to investigate the effect of acid etching on the surface appearance and fracture toughness of five glass ionomer cements. Five kinds of commercially available glass ionomer cements including chemical curing filling type, chemical curing lining type, chemical curing metal reinforced type, light curing tilling type and light curing lining type were used for this study. The specimens for SEM study were fabricated by treating each glass ionomer cement with either visible light curing or self curing after being inserted into a rubber mold (diameter 4mm, depth 1mm). Some of the specimens were etched with 37% phosphoric acid for 0, 15, 30, 60, go seconds, at 5 minutes, 1 hour and 1 day after mixing of powder and liquid. Unetched ones comprised the control group and the others were the experimental groups. The surface texture was examined by using scanning electron microscope at 20 kV. (S-2300, Hitachi Co., Japan). The specimens for fracture toughness were fabricated by curing of each glass ionomer cement previously inserted into a metal mold for the single edge notch specimen according to the ASTME399. They were subjected to a three-point bend test after etching for 0, 30, 60, and 90 seconds at 5 minutes-, 1 hour-and 1 day-lapse after the fabrication of the specimens. The plane strain fracture toughness ($K_{IC}$) was determined by three-point bend test which was conducted with cross-head speed of 0.5 mm/min using Instron universal testing machine (Model No. 1122) following seven days storage of the etched specimens under $37^{\circ}C$, 100% humidity condition. Following conclusions were drawn. 1. In unetched control group, crack was present, but the surface was generally smooth. 2. Deterioration of the surface appearance such as serious dissolving of gel matrix and loss of glass particles occured as the etching time was increased beyond 15 s following Immediate etching of chemical curing type of glass ionomer cements. 3. Etching after 1 h, and 1 d reduced surface damage, 15 s, and 30s etch gave rough surface appearance without loss of glass particle of chemical curing type of glass ionomer cements. 4. Light curing type glass ionomer cement was etched by acid, but there was no difference in surface appearances according to various waiting periods. 5. It was found that the value of plane stram fracture toughness of glass ionomer cements was highest in the light curing filling type as $1.79\;MNm^{-1.5}$ followed by the light curing lining type, chemical curing metal reinforced type, chemical curing filling type and chemical curing lining type. 6. The value of plane stram fracture toughness of the chemical curing lining type glass ionomer cement etched after 5 minutes was lower than those of the cement etched after 1 hour or day or unetched (P < 0.05). 7. Light curing glass ionomer cement showed Irregular fractured surface and chemical curing cement showed smooth fractured surface.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2001년도 춘계학술발표대회 논문집
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• pp.172-175
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• 2001

The co-cured Joining method, which is regarded as an adhesively bonded Joining method, is an efficient joining technique because both curing and bonding processes for the composite structures can be achieved simultaneously. It requires neither surface treatment onto the composite adherend nor an additional adhesive joining process because the excess resin, which is extracted from composite materials during consolidation, accomplishes the co-cured Joining process. Since the adhesive of the co-cured joint is the same material as the resin of the composite adherend, the analysis and design of the co-cured joint for composite structures are simpler than those of an adhesively bonded joint, which uses an additional adhesive. In this paper, effects of the manufacturing parameters, namely surface roughness, stacking sequence of the composite adherend, and manufacturing pressure in the autoclave during curing process, on the tensile load bearing capacity of the co-cured single lap joint will be experimentally investigated.