• Proceedings of the Korean Society of Dyers and Finishers Conference
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• 2009.11a
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• pp.125-126
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• 2009

본 연구는 수용성 폴리우레탄 코팅 제품의 문제점인 코팅층간의 끈적임 문제, 내구성 문제 등을 개선하기 위해 졸-겔법을 이용하여 구형의 실리카 나노무기입자를 제조하고, 또한 주형을 이용한 다른 모양의 나노구조체를 합성하여 수성폴리우레탄 수지에 일정 비율 혼합하여 필름을 제조하여 수성 폴리우레탄 필름 대비 물성 향상에 관한 연구이다.

• Annual Conference of KIPS
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• 2021.11a
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• pp.756-759
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• 2021

본 논문은 기존의 5축 치아가공기나 반도체장비등에 사용하고 있는 회전형 모터의 경우는 엔코더와 리졸버를 사용하고 있다. 엔코더와 레졸버는 고가이므로 실제 산업현장에서 전동기의 위치 센서로는 적용하기가 힘들다. 또한 엔코더와 레졸버와 같은 광학식 위치센서는 그 크기와 내구성에 있어 약점이 있기 때문에 취부 할 때에도 어려움이 있다. 따라서 본 연구에서는 5축치아가공기에 적용하기 위해서 자석가동자를 만들었으며, 이러한 문제점을 해결하는 방안으로 리니어모터를 고정자로 하고 자석플레이트를 이동자로 하는 시스템과 별도의 리니어 스케일을 배제하고 기존의 정현파를 발생하는 2개의 리니어홀센서 및 영구자석을 이용하여 가동자의 절대위치와 이동 위치를 검출할 수 있는 리니어 모터 및 그 제어방법, 안정성 및 신뢰성을 향상시킬 수 있는 자석가동자를 이용하여 구동시 실시간으로 데이터를 확인할 수 있고 제어할 수 있는 모니터링 시스템을 개발하는 연구이다.

• Proceedings of the Korean Vacuum Society Conference
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• 2015.08a
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• pp.124.1-124.1
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• 2015

$TiO_2$는 화학적으로 안정하며, 인체에 무해하고, 살균특성 및 각종 유기물에 효과적인 분해력, 안정성 및 내구성들의 장점으로 인해 널리 사용되는 광촉매제로 알려져 있다. 최근 $TiO_2$는 유리에 접촉되는 물방울의 표면장력을 크게 하여 접촉각을 10도 이하로 유지시켜줌으로써 비가 오거나 청소를 위해 살수를 할 때 유리면에 얇은 수막을 형성시켜 광촉매 기능으로 분해된 유기질의 오염물질 및 유리표면과의 결합력이 낮아진 무기질의 오염원을 쉽게 제거해 주는 특성들로 인해 오염방지 코팅제로 많이 활용되고 있다. 그러나, $TiO_2$는 빛이 조사될 경우에만 친수특성을 나타낸다는 단점들이 있어 본 연구에서는 $TiO_2$에 $SnO_2$를 혼합한 박막을 증착하여 신뢰성을 향상시키고자 하였다. 또한 기존 $TiO_2$ 코팅막들이 주로 spray 또는 blade 방식으로 코팅되어 코팅된 막이 낮은 균일성과 내구성을 가지므로 본 연구에서는 RF-Magnetron Sputtering 방법을 이용하여 유리 기판위에 $(TiO_2)50(SnO_2)50$ 박막을 증착하였다. 제작된 박막은 유리에 적용될 경우를 감안해 광학적 특성을 분석하기 위해 Uv-vis Spectrometer 장비를 이용하여 투과율을 분석하였으며, $SnO_2$ 혼합에 따른 구조적 특성으로 주사전자현미경(Scanning Electric Microscope, SEM)을 통하여 박막의 결정상을 분석하였으며, 주사탐침현미경(Atomic Force Microscope, AFM)을 사용하여 표면 거칠기를 관찰하였다. 또한 광촉매 특성을 통한 친수성을 알아보기 위해 UV 램프를 사용한 후 접촉각을 측정하였다.

• Journal of the Korean Recycled Construction Resources Institute
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• v.1 no.1
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• pp.35-41
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• 2013

In this study, we investigated the strength development and durability of geopolymer mortar using blast furnace slag only, and admixed with blast-furnace slag and fly ash as cementious materials in oder to develop cementless geopolymer concrete. In order to compare with the geopolymer mortar, the normal mortar using ordinary portland cement was also test. In view of the results, we found out that strength development, the resistance to freezing-thawing of the geopolymer mortar have better than the mortar using ordinary portland cement. Especially, using the combined with blast furnace slag and fly ash develop high strength of above 60 MPa, and improve the resistance of freezing-thawing of approximately 20%, but promote the velocity of carbonation of 2.2~3.5 times.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.601-604
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• 2008

When the concrete is placed, the water, needed for hydration of the cement, is under 30% of W/C including bound and gel water. However, as minimum water content cause bad workability, the W/C have to be higher. Therefore, fresh concrete produce 10${\sim}$20% extra water. As those water remain entrapped air in the concrete, life of the structure is reduced because of the degradation caused by entrapped air. For that reason, if extra water is eliminated, it will be great to improve the durability of the structures. Therefore, this study was performed to verity the fundamental properties through the experiment on the dewatering system using the euro form for eliminating extra water. When the dewatering form was applicated, the compressive strength was increased by 16% than those of normal form. However, the increasing rate of compressive strength got lower as the height is higher. In terms of ultrasonic pulse speed and surface roughness, the dewatering form showed better results than the normal one.

• Journal of the Korea Institute of Building Construction
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• v.15 no.4
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• pp.391-396
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• 2015

The demands about eco friendly space are increased as buildings are denser in downtown, and green system on the roof and the artificial ground are widely being applied. The construction of green system applies a waterproof layer, a root barrier and a protection concrete layer. Assembly of these many layers leads to a long construction term, and cause many defects. This study is to evaluate one layer-hybrid sheet which gets waterproof and root barrier performance simultaneously, which is developed to use in the new green system. As results, the performances of physical properties, durability, waterproof and root barrier not only exceeded quality standards but also showed excellent durability. In addition, mock-up test would be proceed to certify long term performance.

• Journal of the Korea Institute of Building Construction
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• v.17 no.5
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• pp.403-409
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• 2017

In this study, mix proportioning of porous concrete with compressive strength and porosity exceeding 3MPa and 30%, respectively, was examined and then load capacity and flexural toughness of the porous concrete block were evaluated according to the different arrangements of the GFRP bars. To achieve the designed requirements of porous concrete, it can be recommended that water-to-cement ratio and cement-to-coarse aggregate ratio are 25% and 20%, respectively, under the aggregate particle distribution of 15~20mm. The failure mode of porous concrete blocks reinforced with GFRP bars was governed by shear cracks. As a result, very few flexural resistance of the GFRP was expected. However, the enhanced shear strength of porous concrete due to the dowel action of the GFRP bars increased the load capacity and toughness of the blocks. The porous concrete blocks reinforced with one GFRP bar at each compressive and tensile regions had 2.1 times higher load capacity than the companion non-reinforced block and exhibited a high ductile behavior with the ultimate toughness index ($I_{30}$) of 43.4.

• Journal of Korean Tunnelling and Underground Space Association
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• v.22 no.5
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• pp.485-500
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• 2020

Due to various advantages such as small facilities, ease of construction and so on, the grouting technology which is widely used in construction field has developed remarkably compared with the past. However, the efforts to improve the homogeneity of quality, long-term durability and environmental problems have been continued. In recent years, new grouting method has been developed in order to solve problems such as low strength, durability and leaching phenomenon of liquid glass (sodium silicate) grouting material in Korea. A newly developed method integrates the injection material with the ground by the self-healing material of crystallization growth type. For this reason, it is known that improvement of the durability and water quality of the ground, prevention of leaching, and environment friendliness can be expected. The present study applied a newly developed method to test sites and verified its effect such as injection range, improvement effect, waterproofing performance and so on. Standard penetration test, field permeability test, borehole shear test, pressuremeter test and pH test were conducted, and the results were compared between before and after developed method application. As results of tests, the field applicability and improvement effect of developed method were proved to be excellent.

• Journal of Biomedical Engineering Research
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• v.23 no.2
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• pp.139-145
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• 2002

Bis-GMA, 2.2-bis[p(2-hydroxy-3-methacryloyloxypropokyl)phenyl]Propane, is an essential component as a multifunctional methacrylate prepolymer in the light-curable polymeric dental composite resins. Two hydroxyl groups of the Bis-GMA molecule are considered to induce water sorption of the photocured composite resin in a mouth, resulting in gradual long-term deterioration of aesthetics and mechanical properties of the composite resins. In this study, some additives such as light stabilizer and antioxidant were added to composite resins to promote durability and storage stability of the last product. First of all, color change increased as a light stabilizer. Tinuvin P, was added to the composed resins and color stability was improved as an antioxidant, Irganox 245, was added to ones. In addition, when Tinuvin P and Irganox 245 were added together to the composed resins. the color stability was enhanced and mechanical properties such as diametral tensile strength before and after acceleration tests were also not greatly decreased. Therefore, when 0.5 weight Percent of Tinuvin P and 0.1 weight percent of Irganox 245 were added together to dental composite resins. the durability and color stability were enhanced, and furthermore the storage stability was also improved for the composed resins.

• Journal of the Korea institute for structural maintenance and inspection
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• v.10 no.6
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• pp.205-212
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• 2006

In recent investigations, reinforced concrete beams strengthened with Carbon Fiber Sheets (CFS) subjected to fatigue loading were reported to be failed at the ends of CFS by its debonding. U-shaped CFS were attached to both ends of the CFS when fatigue tests on strengthened beams were conducted to delay and/or prevent fatigue failures of adhesive interface. The experimental parameters of this study were the usage of anchorage at the ends of CFS, the number of CFS layers, and the applied load levels of 60%~90% of the static ultimate load obtained from the static tests. The failure modes and the load cycle-deflection relations were observed and discussed from the experimental results. Those results also showed that the U-shaped anchoring system changes the fatigue failure modes and influences greatly on the fatigue capacity of the strengthened beams.