• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1995년도 봄 학술발표회 논문집
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• pp.263-267
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• 1995

The usual methods for the temperature control of mass-concrete structures include the use of low-heat cement, pre-cooling, post-cooling, or sheet curing. In order to control the heat of hydration during the construction of mass-concrete structures, the combination of the above methods is commonly employed. For the construction of mass-concrete structures such as massive pier or anchor, it is necessary to control the curing temperature with pipe cooling. In this study, the method of analysis on the effect of pipe of was proposed to prevent the thermal cracking due to heat of hydration In addition the effect of covering the concrete surface with blanket insulation was investigated. The results of the present study may be useful for the prediction of curing temperature of mass-concrete structures and the reasonable construction management.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1999년도 하계학술대회 논문집 E
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• pp.2271-2273
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• 1999

The manufacturing technology of XLPE power cable ( e.g. gas curing, triple common extrusion, clean room, super-clean compound, etc.) had been developed in 1960's and the design parameter of insulation thickness for EHV XLPE power cable at present was determined in 1960's. But, the quality of XLPE power cable has been improved up to now. The re-evaluation of design parameter for insulation thickness reductions is required and so we performed weibull plotting test using model cable. This paper describes the evaluation details of the insulation characteristics according to weibull plotting test.

• 콘크리트학회논문집
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• 제15권4호
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• pp.541-548
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• 2003

본 연구는 내한촉진제를 사용한 콘크리트의 현장 적용성을 알아보기 위한 기초적인 실험으로서, 실물부재시험을 통해 각종 양생방법에 따른 온도이력 및 강도특성을 검토하고 한중콘크리트에서 실구조물과 동일한 강도이력을 가질 수 있도록 강도관리용 공시체의 적정 양생방법을 평가하기 위한 것이다. 실물부재시험에서 양생방법에 따른 온도이력은 일반콘크리트(단열양생), 일반콘크리트(급열양생), 내한촉진제 콘크리트 및 일반콘크리트(양생막 양생) 순으로 크게 저하하는 경향을 보이고 있었다. 강도특성은 양생조건이 열악한 양생막 내 외부에서의 일반콘크리트 공시체의 경우에는 초기동해에 따른 강도발현 저하를 보인 반면에 내한촉진제 콘크리트의 경우에는 재령이 경과할수록 계속적인 강도발현을 보이고 있어 내한촉진제의 사용에 따른 동결온도 저하효과 및 저온환경하에서의 경화촉진효과를 나타내고 있었다. 한중콘크리트의 강도관리용 공시체의 적정 양생방법을 검토한 결과, 부재 내부에 매립하여 양생한 경우 및 간이단열양생을 실시한 경우에 있어서의 구조체 콘크리트와의 온도이력은 다소 차이를 나타내고 있지만, 코어강도와는 비교적 근사하게 나타나고 있어 구조체 강도평가를 위한 이들 양생방법의 유효성을 확인할 수 있었다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 1998년도 춘계학술대회 논문집
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• pp.227-230
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• 1998

The effects of post curing conditions on thermal properties of alumina filled epoxy resin system DGEBA/MDA/SN were investigated. As the post curing time increased at 15$0^{\circ}C$, the glass transition temperature increased from 121 to 124, slightly. As the heating rate increased, high thermal decomposing temperature (T$_{d}$) and most decomposing temperature (T$_{p}$) increased. For the case of post-cured system at 15$0^{\circ}C$ for 4 days showed lower values than virgin system. At the post curing condition the system must have been thermally degraded.ded.

• Transactions on Electrical and Electronic Materials
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• 제14권4호
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• pp.199-202
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• 2013

In order to study the effect of reactive diluents on the electrical insulation breakdown strength and mechanical properties of, a polyglycol and an aliphatic epoxy were individually introduced to an epoxy system. Reactive diluents were used in order to decrease the viscosity of the epoxy system; polyglycol acted as a flexibilizer and 1,4-butanediol diglycidyl ether (BDGE) acted as an aliphatic epoxy, which then acted as a chain extender after curing reaction. The ac electrical breakdown strength was estimated in sphere-to-sphere electrodes and the electrical breakdown strength was estimated by Weibull statistical analysis. The scale parameters of the electrical breakdown strengths for the epoxy resin, epoxy-polyglycol, and epoxy-BDGE were 45.0, 46.2, and 45.1 kV/mm, respectively. The flexural and tensile strengths for epoxy-BDGE were lower than those of the epoxy resin and those for epoxy-polyglycol were lower than those of the epoxy resin.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2005년도 하계학술대회 논문집 Vol.6
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• pp.238-239
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• 2005

With the aim of developing XLPE insulation for extra high voltage cable, we investigated the morphology of cross-linked polyethylene. We used a kind of base materials and additives, and controlled curing condition and amount of additives. The effect of addition of additives on morphology of XLPE such as lamellar density, orientation and additive layer were analyzed using TEM analysis. We applied this result to diffused additive amount was analyzed using FT-IR analysis, and the change of microstructure as the degree of additive diffusion was analyzed using TEM analysis.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 봄 학술논문 발표대회
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• pp.127-128
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• 2021

Rigid urethane foam is widely applied because it is light and has superior insulation performance compared to insulation materials such as EPS or glass wool. However, it has the disadvantage of being vulnerable to fire. Therefore, in this study, before proceeding with the research to improve the fire resistance of the rigid polyurethane foam, we would like to investigate the change in density and thermal conductivity of the rigid polyurethane foam according to the change in the mixed weight of the main material and the curing agent. It was found that the density increased as the mixed weight increased. The thermal conductivity showed similar values overall. As for the density distribution, the central part was low and the outer part was high.

• Composites Research
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• 제34권1호
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• pp.57-62
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• 2021

조선해양산업에서 친환경 선박 및 경량화 기자재에 관한 관심이 높아짐에 따라 파이프 등의 기자재에 복합재료를 적용하고 있다. 본 연구에서는 친환경 및 내열/난연 성능을 요구하는 파이프 단열재 커버에 적용하기 위해 친환경 소재인 바잘트 섬유강화 퓨란복합재료(BFC, basalt fiber reinforced furan composite)를 제조하였다. BFC 소재의 낮은 물성을 강화시키기 위해 후경화 조건의 최적화 연구를 수행하였고, BFC 소재의 기계적강도, 내열/난연 특성 강화, 친화경 특성에 대한 실험과 평가를 진행하였다. 최종적으로 연구 결과 조선해양기자재인 파이프 단열재 커버에 BFC 소재의 적용이 가능함을 확인하였다.

• 한국건설순환자원학회논문집
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• 제6권2호
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• pp.89-96
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• 2011

본 연구는 플라이 애시의 치환범위 상향에 따른 콘크리트의 제반 특성을 분석하여 추후 성능 향상을 위한 기초자료로 제공하기 위해 플라이 애시의 치환범위 0-40 % 및 양생 온도 $5-35^{\circ}C$에 따른 기초적 특성을 분석하였다. 그 결과 유동성은 FA의 증가에 따라 비례적으로 증가하였으나, 공기량은 감소하였다. 응결시간은 치환율 증가 및 저온일수록 지연되는 특성을 나타냈으며, 간이단열온도이력은 FA 치환율이 40 %까지 증가함에 따라 최고온도는 $8^{\circ}C$정도 낮아졌고, 최고온도 도달시간은 13시간 정도 지연되는 것을 알 수 있었다. FA 치환 상향에 따른 압축강도는 양생온도가 높을수록 플레인 대비 강도증진성이 향상됨을 알 수 있었다. 중성화의 경우는 FA 치환율이 증가할수록 깊이가 점차 커지는 것을 알 수 있어 중성화 대책에 대한 지속적인 연구가 필요할 것으로 판단되었다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2006년도 춘계학술논문 발표대회 제6권1호
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• pp.15-18
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• 2006

The test result of mat concrete applying both hydration heat difference and insulation curing method on new construction of Cheongju university educational building are summarized as following. Both fresh concrete and compressive strength properties were satisfied In aimed value. Setting time of concrete incorporating 15% of fly ash(FA) retarded 1.2 hour than control concrete. Temperature history of mali concrete indicated that the highest temperature of center was exhibited at $126^{\circ}C$ after 51 hours while the highest temperature of upper section was $10.6^{\circ}C$ after 46 hours. Temperature Difference between center and surface was managed at less than $6^{\circ}C$ during whole curing period. In addition the temperature of upper section secured more than $3.3^{\circ}C$ while the temperature of outside was indicated at less than $-10^{\circ}C$. Maturity by parts of construction secured more than $30^{\circ}C$ DD higher than outside at 3 days. The more number of times, applying insulation curing method by double bubble sheets, increased, the higher economic effect was secured. Overall it was clear that applying both double bubble sheets and hydration heat difference method on this new construction can resist hydration heat crack, early frost demage and strength decrease. It also significantly contributed quality improvement of cold weather concreting