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      • KCI등재

        무기질 충진재와 폴리우레탄을 활용한 유·무기 복합 단열소재의 특성 평가

        이종규,소정섭,노현경,Lee, Jong-Kyu,Soh, Jung-Sub,Noh, Hyun-Kyung 한국재료학회 2012 한국재료학회지 Vol.22 No.11

        Recently, inorganic-organic hybrid materials have attracted much attention not only for their excellent thermal conductivity but also for their flame retardant properties. In this study, the properties of organic-inorganic hybrid insulating materials using inorganic fillers and polyurethane foam with different foaming conditions have been investigated. The addition of 1.5 wt% water to polyurethane as foaming agent shows the best foaming properties. The pore size was decreased in the foaming body with increasing of the $CaCO_3$ addition. The apparent density and thermal conductivity were increased by increasing the $CaCO_3$ addition. With an increasing amount of $CaCO_3$ powder, the flame retardant property is improved, but the properties of thermal conductivity and apparent density tend to decrease. When the addition of fine particles of $CaCO_3$, the apparent density and thermal conductivity were increased and, also, with the addition of coarse particles over $45{\mu}m$ in size, the apparent density and thermal conductivity were increased as well. In this study, the adding of $CaCO_3$ with average particle size of $27{\mu}m$ led to the lowest thermal conductivity and apparent density. After evaluation with different inorganic fillers, $Mg(OH)_2$ showed the highest thermal conductivity; on the other hand, $CaCO_3$ showed the lowest thermal conductivity.

      • SCOPUSKCI등재

        저온 소결 유전체에 관한 연구

        이종규,김왕섭,김경용,Lee, Jong-Kyu,Kim, Wang-Sup,Kim, Kyeong-Yong 한국재료학회 1992 한국재료학회지 Vol.2 No.4

        본 실험에서는 낮은 음의 온도계수를 갖는 저온 소결 유전체에 대해 연구하였다. 새로 개발된 재료의 조성은 Ti$O_2$(100-X) CuOx(X=1~5wt%)에 미량의 Mn$O_2$를 첨가 하였다. CuO를 첨가하지 않은 경우에는 저온 (90$0^{\circ}C$) 에서 소결이 진행되지 않았다. CuO 함량이 증가할수록 저온에서 소결이 가능하였으나, 유전율이 낮아지고 유전손실은 증가 하였다. Mn$O_2$를 0.6wt% 첨가한 경우 유전율과 Q값이 가장 높게 나타났다. Low-firing dielectric materials with negative small temperature coefficients were investigated. The newly developed materials are based on Ti$O_2$(100-x)/ CuOx(X=1~5wt%) with small amount of Mn$O_2$ additive. The sample without CuO was not sintered at 90$0^{\circ}C$. As CuO content was increased the sample could be sintered at low temperature. However, the dielectric constant was decreased and the dielectric loss was increased. In the case of adding 3wt% CuO and 0.6wt% Mn$O_2$, the dielectric constant and the Q values appeared very high.

      • KCI우수등재

        점토(粘土)의 Creep 거동(擧動)에 관한 유변학적(流變學的) 연구(?究)

        이종규,정인준,Lee, Chong Kue,Chung, In Joon 대한토목학회 1981 대한토목학회논문집 Vol.1 No.1

        지속하중하(持續荷重下)의 점토지반(粘土地盤) 또는 사면(斜面)을 형성(形成)하고 있는 점토(粘土)는 시간의존변형(時間依存變形)을 일으키고 어떤 경우 파괴(破壞)에 이르기도 하는데 그 원인(原因)은 점토(粘土)의 Creep 거동(擧動) 때문이라는 보고(報告)가 대부분(大部分)이다. Creep 거동(擧動)은 많은 요소(要素)에 관련될 뿐 아니라 특(特)히 함수비(含水比) 및 응력수준(應力水準)에 큰 영향(影響)을 받기 때문에 매우 복잡(複雜)하며 따라서 그 거동(擧動)을 해석(解析) 하기도 어려운 일인데 Creep이 궁극적(窮極的)으로는 점토(粘土) 입자간(粒子間)의 미시적(微視的)인 거동(擧動)에서 비롯되기 때문이다. 응력(應力)-변형(變形)-시간(時間) 관계(關係)로서의 Creep 거동(擧動)을 수학적(數學的)으로 표현(表現)하기 위하여 여러 형태(形態)의 유변학적(流變學的) 모델이 제안(提案) 되었다. 유변학적(流變學的) 모델은 선형(線形) 스프링, 비선형(非線形) Dashpot 및 Slider를 조합(組合)한 것인데 점토(粘土)의 변형(變形)에 관한 탄성적(彈性的), 소성적(塑性的) 및 점성적(粘性的) 성분(成分)을 구분(區分) 하는데 매우 유용(有用)하다. 그러나 대부분(大部分)의 경우, 유변학적(流變學的)모델은 포화(飽和)된 점토(粘土)에 대(對)하여 주(主)로 2차압밀(次壓密) 거동(擧動)을 밝히기 위하여 제안(提案)된 것으로 비포화점토(非飽和粘土)에 대(對)한 보고(報告)는 매우 드문 것 같다. 한편, Creep 거동(擧動)은 시간의존변형(時間依存變形)이므로 흐트러진 점토(粘土)를 다져서 시험(試驗)하는 경우, 시간경과(時間經過)에 따라 Thixotropy 문제(問題)가 제기(提起)될 것이고 배수조건(排水條件)과 관련하여서는 공시체(供試體)의 높이가 문제(問題)될 수 있다. 그뿐 아니라 많은 연구결과(硏究結果)에 의(依)하면 응력증가초기(應力增加初期)에는 시간지체(時間遲滯)가 없는 초기탄성변형(初期彈性變形)이 발생(發生)된다고 하므로 유변학적(流變學的) 모델에는 이를 나타내는 요소(要素)가 반드시 필요(必要)하게 될 것이다. 본(本) 연구(硏究)는 이러한 면(面)에 초점(焦點)을 두고 함수비(含水比)와 응력수준(應力水準)을 여러 가지로 변화(變化)시켰을 때의 Creep 거동(擧動)을 유변학적(流變學的) 모델로 해석(解析)함에 있어 소성(塑性)이 비교적(比較的) 큰 3종(種)의 점토(粘土)를 사용(使用)하여 초기탄성변형(初期彈性變形) 거동(擧動)을 밝히고 Thixotropy 효과(?果) 및 공시체(供試體)의 높이가 Creep 거동(擧動)에 끼치는 영향(影響)을 구명(究明)하며 아울러 유변학적(流變學的) 모델의 어떤 요소(要素)에 관련 되는가를 알아내기 위하여 다져서 성형(成形)한 공시체(供試體)로서 일축배수형식(一軸排水形式)의 Creep 거동(擧動)을 시행(施行)하였다. 실험결과(實驗結果) 및 검토(檢討)에 의(依)하면 응력재하(應力載荷) 및 증가초기(增加初期)에는 시간지체(時間遲滯)가 없는 탄성적(彈性的) 초기변형(初期變形)이 발생(發生)하고 따라서 유변학적(流變學的) 모델에는 이를 나타내기 위한 상부(上部)스프링을 설치(設置)해야 하며 Thixotropy 효과(?果)를 고려(考慮)한 경우, Creep변형(變形)은 완만(緩慢)하게 되나 함수비(含水比) 및 응력수준(應力水準)에 따른 상태거동(狀態擧動)은 같으므로 그 차이(差異)는 모델 상수(常數)의 크기에만 관련됨을 알아내었고 따라서 동일(同一)한 유변학적(流變學的) 모델로 그 거동(擧動)을 나타낼 수 있다는 사실( Most clays under sustained load exhibit time-dependent deformation because of creep movement of soil particles and many investigators have attempted to relate their findings to the creep behavior of natural ground and to the long-term stability of slopes. Since the creep behavior of clays may assume a variety of forms depending on such factors as soil plasticity, activity and water content, it is difficult and complicated to analyse the creep behavior of clays. Rheological models composed of linear springs in combination with linear or nonlinear dashpots and sliders, are generally used for the mathematical description of the time-dependent behavior of soils. Most rheological models, however, have been proposed to simulate the behavior of secondary compression for saturated clays and few definitive data exist that can evaluate the behavior of non-saturated clays under the action of sustained stress. The clays change gradually from a solid state through plastic state to a liquid state with increasing water content, therefore, the rheological models also change. On the other hand, creep is time-dependent, and also the effect of thixotropy is time-function. Consequently, there may be certain correlations between creep behavior and the effects of thixotropy in compacted clays. In addition, the states of clay depend on water content and hence the height of the specimen under drained conditions. Futhermore, based on present and past studies, because immediate elastic deformation occurs instantly after the pressure increment without time-delayed behavior, the factor representing immediate elastic deformations in the rheological model is necessary. The investigation described in this paper, based on rheological model, is designed to identify the immediate elastic deformations and the effects of thixotropy and height of clay specimens with varing water content and stress level on creep deformations. For these purposes, the uniaxial drain-type creep tests were performed. Test results and data for three compacted clays have shown that a linear top spring is needed to account for immediate elastic deformations in the rheological model, and at lower water content below the visco-plastic limit, the effects of thixotropy and height of clay specimens can be represented by the proposed rheological model not considering the effects. Therefore, the rheological model does not necessitate the other factors representing these effects. On the other hand, at water content higher than the visco-plastic limit, although the state behavior of clays is visco-plastic or viscous flow at the beginning of the test, the state behavior, in the case of the lower height sample, does not represent the same behavior during the process of the test, because of rapid drainage. In these cases, the rheological model does not coincide with the model in the case of the higher specimens.

      • KCI등재

        석고계 바인더를 활용한 습도도절 세라믹 보드의 특성 평가

        이종규,김태연,Lee, Jong-Kyu,Kim, Tae-Yeon 한국재료학회 2018 한국재료학회지 Vol.28 No.1

        Active clay, bentonite and zeolite were used as porous materials for humidity controlling ceramic boards. The specific area and the pore volume of active clay were higher than bentonite and zeolite. The flexible strength of the gypsum board decreased with an increasing amount of porous material, and the flexible strength was lowest when active clay with a higher specific surface area than others porous materials was added. The specific surface area and total pore volume of ceramic boards containing porous material were highest at $102.25m^2/g$, $0.142cm^3/g$, respectively, when the active clay was added. In addition, as the amount of added porous materials increased, the specific surface area and total pore volume of the ceramic board increased, but the average pore diameter decreased. The addition of s porous materials with a high specific area and a large pore volume improved the moisture absorptive and desorptive performance of the ceramic board. Therefore, in this experiment, the moisture absorptive and desorptive properties were the best when active clay was added. Furthermore, as the amount of added porous materials increased, the moisture absorptive and desorptive properties improved. When 70 mass% of active clay was added to ${\alpha}$-type gypsum, the hygroscopicity was the highest, about $300g/m^2$, in this experiment.

      • KCI등재

        Phyllactinia guttata ( Wallr . ex Fr . ) Lev 에 의한 포플러흰가루병

        이종규,김경희,이창근 ( Chong Kyu Lee,Kyeong Hee Kim,Chang Keun Yi ) 한국산림과학회 1982 한국산림과학회지 Vol.58 No.1

        Powdery mildew has been observed on the several clones of Populus euramericana, P. deltoides, P. deltoides x P. maximowiczii in the nurseries of Chuncheongan-do and Kangwoen-do forest Research Institute in mid-October 1982. Powdery mildew fungus of Populus spp. was identified as phyllactinia guttata(Waller. ex Fr.) Lev which was reported as the powdery mildew fungus of Populus tomentosa Carr. Powdery mildew of Populus spp. caused by this fungus has not previously been reported in Korea. When we surveyed the occurrence of powdery mildew disease the leaves of P. deltoides R-89 were severely attacked by this fungus

      • KCI등재
      • SCOPUSKCI등재

        천장크레인의 무인운전 시스템을 위한 운동제어 알고리즘 개발

        이종규,박영조,이상룡,Lee, Jong-Kyu,Park, Young-Jo,Lee, Sang-Ryong 대한기계학회 1996 大韓機械學會論文集A Vol.20 No.10

        A search algorithm for the collision free, time optimal transport path of overhead cranes has been proposed in this paper. The map for the working environment of overhead cranes was constructed in the form of three dimensional grid. The obstacle occupied region and unoccupied region of the map has been represented using the octree model. The best-first search method with a suitable estimation function was applied to select the knot points on the collision free transport path to the octree model. The optimization technique, minimizing the travel time required for transporting objects to the goal while subjected to the dynamic constraints of the crane system, was developed to find the smooth time optimal path in the form of cubic spline functions which interpolate the selected knot points. Several simulation results showed that the selected estimation function worked effectively insearching the knot points on the collision free transport path and that the resulting transport path was time optimal path while satisfying the dynamic constraints of the crane system.

      • SCOPUSKCI등재

        MgCO<sub>3</sub>와 사문석을 사용한 마그네시아 시멘트의 특성평가

        이종규,소정섭,추용식,송훈,박지선,Lee, Jong-Kyu,Soh, Jung-Sub,Chu, Yong-Sik,Song, Hun,Park, Ji-Sun 한국재료학회 2012 한국재료학회지 Vol.22 No.11

        MgO based cement for the low-temperature calcination of magnesite required less energy and emitted less $CO_2$ than the manufacturing of Portland cements. Furthermore, adding reactive MgO to Portland-pozzolan cement can improve their performance and also increase their capacity to absorb atmospheric $CO_2$. In this study, the basic research for magnesia cement using $MgCO_3$ and magnesium silicate ore (serpentine) as starting materials was carried out. In order to increase the hydration activity, $MgCO_3$ and serpentinite were fired at a temperature higher than $600^{\circ}C$. In the case of $MgCO_3$ as starting material, hydration activity was highest at $700^{\circ}C$ firing temperature; this $MgCO_3$ was completely transformed to MgO after firing. After the hydration reaction with water, MgO was totally transformed to $Mg(OH)_2$ as hydration product. In the case of using only $MgCO_3$, compressive strength was 35 $kgf/cm^2$ after 28 days. The addition of silica fume and $Mg(OH)_2$ led to an enhancements of the compressive strength to 55 $kgf/cm^2$ and 50 $kgf/cm^2$, respectively. Serpentine led to an up to 20% increase in the compressive strength; however, addition of this material beyond 20% led to a decrease of the compressive strength. When we added $MgCl_2$, the compressive strength tends to increase.

      • KCI등재

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