• 접착 및 계면
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• 제20권4호
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• pp.140-145
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• 2019

환경적 관점에서 고분자필름이나 코팅제 산업계에서 이산화탄소와 휘발성 유기화합물의 저감은 가장 중요한 이슈 중의 하나이다. 광경화 시스템은 용제를 사용치 않아 휘발성 유기화합물의 방출을 최소화 할 수 있고 빠른 경화로 인한 에너지 소모가 적은 잇점이 있다. 또한, 생분해성 고분자는 거대한 폐플라스틱의 발생을 고려하면 환경적으로 경제적으로 많은 관심을 받고 있다. 따라서 본 연구에서는 생분해성 고분자인 폴리락타이드 다이올과 폴리에틸렌 글리콜을 폴리올로하여 광경화형 폴리우레탄 아크릴레이트를 합성하였고 자외선에 의해 말단의 아크릴레이트 그룹의 경화반응을 진행하였다. 경화된 필름의 인장강도, 파단율 및 Tg는 폴리락타이드 다이올의 함량 증가와 더불어 증가하였고 친수특성과 열정안정성은 폴리에틸렌 글리콜 함량과 비례하였다. 따라서 친환경적인 폴리올의 함량 조절로 광경화 폴리우레탄 아크릴레이트의 물성이 조절 가능하였다.

• 한국세라믹학회지
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• 제51권2호
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• pp.72-81
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• 2014

The main mineral phases of natural hydraulic lime (NHL) as a hydraulic lime binderare $Ca(OH)_2$, $C_2S$, $C_3S$, $C_3A$, and $SiO_2$ residues. Also, NHL has the characteristic of setting and hardening by a hydration reaction with water and by carbonation reactions with carbon dioxide from the air. In this study, in an effort to investigate changes of the mineral phases by NHL hydration and carbonation reactions, transitions of mineral phases and the microstructures of hardened pastes were analyzed by XRD, DSC, SEM, and by pore size distributions using domestic and foreign-sourced NHL pastes after curing at 1, 3, 7, and 28 days. On the basis of the analysis results, it was confirmed that domestic low-grade limestone can be used for the manufacturing of NHL. The main hydration mineral phases were $Ca(OH)_2$, $CaCO_3$, $C_2S$, and $SiO_2$ residues, while in the case of foreign-sourced NHL, a small amount of an aluminium hydration phase formed. Also, the $CaCO_3$ content after the carbonation reaction increased with an increase in the curing time. After hydration for 28 days, NHL containing considerable amounts of $C_2S$ and $C_3S$ showed higher carbonation ratios than others types.

• 한국지반신소재학회논문집
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• 제16권2호
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• pp.131-138
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• 2017

본 연구에서는 지반함몰을 유발하는 지반 내 공동 긴급복구 재료에 대한 팽창 및 일축압축강도 실험을 수행하였으며, 실험결과를 바탕으로 주제-경화제 구성비와 주제 내 발포제-촉진제 배합비에 따른 팽창 및 강도특성을 분석하였다. 먼저, 경화시간-팽창률 관계를 분석한 결과, 주제에 포함된 발포제와 촉진제 배합조건에 상관없이, 경화제의 비율이 높으면, 경화시간을 단축하면서 팽창률을 감소시키는 것으로 평가되었다. 이는 주제-경화제 구성비가 팽창률에 큰 영향을 미치는 것을 의미한다. 팽창재료의 강도특성을 분석한 결과, 발포제와 촉진제 배합비가 팽창재료 강도에 큰 영향을 미치는 것으로 확인되었다. 따라서 긴급복구가 요구되는 경우, 공동의 크기 및 형태 등에 따라 팽창재료의 소요 주입시간, 팽창률 및 요구강도를 고려한 주제-경화제 구성비, 주제 내 발포제-촉진제 배합비의 적용이 필요함을 확인하였다.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2009년 추계학술발표대회
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• pp.217-220
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• 2009

Conductive adhesives have been investigated for use in microelectronics packaging as a lead-free solder substitute due to their advantages, such as low bonding temperature. However, high resistivity and poor mechanical behavior may be the limiting factors for the development of conductive adhesives. The metal fillers and the polymer resins provide electrical and mechanical interconnections between surface mount device components and a substrate. As metal fillers used in conductive adhesives, silver is the most commonly used due to its high conductivity and the stability. However the cost of conductive adhesives with silver fillers is much higher than usual lead-free solders and silver has poor electro-migration performance. So, copper can be a promising candidate for conductive filler metal due to its low resistivity and low cost, but oxidation causes this metal to lose its conductivity. In this study, electrically conductive adhesives (ECAs) using surface modified copper fillers were developed. Especially, in order to overcome the problem associated with the oxidation of copper, copper particles were coated with silver, and the silver-coated copper was tested as a filler metal. Especially the effect of silver coating on the electrical resistance just after curing and after aging was investigated. As a result, it was found that the electrical resistance of ECA with silver-coated copper filler was clearly lower and more stable than that of ECA with pure copper filler after curing process. And, during high temperature storage test, the degradation rate of electrical resistance for ECA with silver coated copper filler was quite slower than that for ECA with pure copper filler.

• Transactions on Electrical and Electronic Materials
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• 제17권3호
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• pp.155-158
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• 2016

The effect of microsilica content modified with silicone-modified epoxy on electrical and mechanical properties of cycloaliphatic epoxy/microsilica system was investigated. The cycloaliphatic epoxy resin was diglycidyl 1,2-cyclohexanedicarboxylate and curing agent was an anhydride. Surface of microsilica was modified with silicone-modified epoxy. Electrical breakdown strength, the most important property for electrical insulation materials was tested. Tensile and flexural tests were also performed using universal testing machine (UTM). The microcomposite with 60 wt% microsilica shows maximum values in electrical breakdown strength.

• Applied Biological Chemistry
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• 제33권3호
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• pp.257-260
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• 1990

김치 숙성도 판정을 위하여 $25^{\circ}C$에서 김치를 발효시키면서 생성되는 이산화탄소를 soda lime에 흡착시키면서 6시간 간격으로 무게 증가율을 측정하였다. 발효 36시간경에 무게 증가율이 최대값을 나타내었는데, 이는 pH, 적정 산도 및 관능 검사의 결과와 비교했을 때 김치의 숙성 적기와 비교적 잘 일치하였다. 따라서 이 방법은 김치의 숙성도를 판정하는 데 유효한 것으로 사료된다.

• 기술사
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• 제19권2호
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• pp.34-42
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• 1986

These brief studies and reports of the use of exposed aggrigate precast concrete in practice are combined with a description of some notable co-ordination such as shop drawing, manufacturing and erection in the field construction. Above mentioned exposed aggrigate P. C. means architectural P. C. which was used to the VOTRAKON site in Riyadh, Saudi Arabia. Fabricated P. C. on the site without autoclaving and steam curing plant had been successfully carried out on this project-core building, conference room and others. The project designed by HOPE/VTN international INC. which is located in San Diego, California U.S.A. stands for vocational training and related support facilities contract. We had to submit shop drawings showing complete information for fabrication and installation of P. C. unit reinforcement. Also we should be indicated member dimension and cross section, location size and type of necessary for erection. We can delineate the following characteristic results. One of the most important things how to handle exposed aggrigate P.C. unit as specified was quality assurance and co-ordination for shop drawing, manufacturing and erection.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1073-1076
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• 2010

Shallow foundations of various columns such as traffic signs, CCTVs, traffic lights, street lights, steel telephone poles and so on are made by cast-in-situ concrete method. However, typical cast-in-situ method has many problems because of the long duration of construction, occupation of sidewalks and low strength of the concrete after curing. In order to solve the problems, field load tests for the prefabricated DSF foundation made by combination of column and foundation was conducted to know load-deformation behavior by torsional tests.

• International Journal of Railway
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• 제6권3호
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• pp.90-94
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• 2013

Cement or lime is generally used to improve the strength of soil. However, bacteria were utilized to produce cementation of loose soils in this study. The microo rganism called Bacillus, and $CaCl_2$ was introduced into loose sand and soft silt and $CaCO_3$ in the voids of soil particles were produced, leading to cementation of soil particles. In this study, loose sand and soft silt typically encountered in Korea were bio-treated with 3 types of bacteria concentration. The cementation (or calcite precipitation) in the soil particles induced by the high concentration bacteria treatment was investigated at 7 days after curing. Based on the results of Scanning Electron Microscope (SEM) tests and EDX analyses, high concentration bacteria treatment for loose sand was observed to produce noticeable amount of $CaCO_3$, implying a significant cementation of soil particles. It was observed that higher calcium carbonate depositions were observed in poorly graded distribution as compared to well graded distribution. In addition, effectiveness of biogrouting has also been found to be feasible by bio-treatment without any cementing agent.

• 대한화학회지
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• 제55권3호
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• pp.490-494
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• 2011

이산화탄소 방출을 줄이기 위해 포트랜드 시멘트 성분 일부를 시멘트 보충재를 혼합해준 시멘트의 제조에 대해 연구하였다. 이산화탄소를 0.18 kg $CO_2$/kg 정도 줄이기 위해 포트랜드 시멘트에 보충재를 20 wt% 정도 혼합하였다. 이 혼합시멘트의 압축 강도는 포트랜드 시멘트 ASTM C-150의 표준치를 초과하며, 28일간의 굳는 과정중에 37 MPa의 압축 강도를 가졌다. 혼합시멘트의 미세구조는 포트랜드 시멘트와 유사하였다.