친수성을 띄는 silica 나노입자(7, 11, 15 nm)를 0.1, 0.2, 0.3 wt%의 비율로 고분자(Polysulfone)에 섞은 후, 상전이 공정에 의하여 중공사막을 제조하였다. 용매로는 N-Methyl-2-pyrrolidone (NMP)을 사용하였다. 또한 중공사막 제조 시내부 응고제는 NMP/증류수(1:1) 혼합용액을 사용하였으며 외부 응고제로는 증류수를 사용하였다. 본 연구는 Silica 나노입자의 크기 및 함량이 분리막 구조에 미치는 영향과 그에 따른 특성을 살펴보았다.

본 연구에서는 시판되는 탄소전극의 제조에 활용되는 활성탄의 형태가 아닌, 활성탄소섬유를 이용하여 축전식 탈염공정에 적용할 탄소전극을 제조하였다. polyvinylidene fluoride (PVDF)를 지지체로 사용하며 활성탄소섬유를 배합한 후 시판되는 그라파이트 시트에 캐스팅하여 탄소전극을 제조한 다음 염 제거 효율을 평가하였다. 활성탄소섬유의 입자 크기를 달리하였고 용매와 고분자 지지체 그리고 활성탄소섬유를 80 : 2 : 18, 80 : 5 : 15의 배합비율로 전극을 제조하였다. 축전식 탈염공정 운전조건으로 흡착전압, 시간, 탈착전압, 시간, NaCl 공급액의 농도와 유속 등을 달리하여 제조한 활성탄소섬유전극의 성능을 평가하였다.

정삼투막(Forward osomosis, FO) 공정은 차세대 해수담수화 기술 중 하나이 다. FO 공정은 운영에너지나 막오염의 장점에도 불구하고 유도용액의 분리회수 등의 문제로 실증화 단계에 어려움이 있다. 따라서 현재 FO 공정에 대해서는 FO를 단독으로 사용하기보다 RO 전단에 FO 공정을 두어 이용하는 hybrid 시스 템으로 이용하려는 연구가 많이 진행되고 있다. 본 연구는 유도용액의 분리회수 가 필요하지 않은 FO-RO 공정에서의 성능 지표 중 하나인 투과유량을 늘리기 위해 공정 운전 조건 중 유도용액의 유량변화에 따른 성능을 평가하였다.

To separate olefin from paraffin efficiently, highly selective and permeable carbon molecular sieve (CMS) membrane has been employed. Especially, supported CMS membrane could offer high permeance and mechanical strength. However, it has been limited to flat or tubular type membranes despite a lower packing density due to a difficult manufacturing process of hollow fiber membrane. Thus, we have optimized the process to prepare the CMS membrane on alumina hollow fiber. To coat a defect-free thin alumina intermediate layer, the withdrawal speed during dip-coating process was varied, and the viscosity of polymer solution was controlled to form uniform layer. Then, the pyrolyzed CMS membrane was tested in propylene/propane mixture gas system as well as single component. Moreover, a long-term performance was evaluated in harsh conditions.

본 연구에서는 sol-gel법을 이용하여 세라믹 중공사 지지체 표면에 합성된 sol을 dip coating하고 활성층을 형성시켜 한외여과막을 제조하였다. 코팅 횟수 및 코팅 용액의 조성에 따른 코팅층 변화를 확인하여, 결함을 최소화하고 균일하게 제조할 수 있는 조건을 확립하고, 소결 후 투과 특성 측정을 통해 소결 온도의 영향을 고찰하였다. 제조된 한외여과막은 분획분자량(Molecular Weight Cut-Off, MWCO)과 gas-liquid displacement porometer (GLDP), liquid-liquid displacement porometer (LLDP)를 이용하여 기공크기를 측정하고 분리막의 성능과 기공크기의 연관성을 연구하였다.

기후변화에 따른 영향으로 전 세계적으로 물부족 문제는 지속적으로 증가할 것으로 예상된다. 이러한 물부족 문제를 해결하기 위하여 다양한 대체수자원 확보기술이 개발되고 있으며, 그 중에 해수담수화 기술이 가장 활발하게 도입되고 있다. 최근 새로운 개념의 해수담수화 기술이 검토되고 있으며, 그 중 막증발법(Membrane distillation, MD) 기술이 활발하게 연구되고 있다. 국토교통부 국가연구개발사업으로 진행 중인 “Global MVP 연구단”에서는 세계 최대 규모인 400 m³/일 규모의 복합탈염 플랜트를 구축하고 있으며, 국산 중공사 막증발 모듈을 이용하여 새로운 개념의 복합탈염 설계기술과 구축기술을 확보하고자 현재 다양한 연구를 진행 중에 있다.

지구온난화 문제 해결을 위하여 효율적인 CO2 포집 기술 개발이 활발히 이루어지고 있으며, 최근 분리막, 흡수 공정의 하이브리드 기술인 접촉막 공정이 주목받고 있다. 본 연구진은 2014년부터 열적, 화학적 안정성이 뛰어난 세라믹 소재의 중공사막을 적용한 접촉막 공정을 개발해오고 있다. 대규모 공정 실증을 위하여 세라믹 중공사막 기공 구조 제어 기술부터 소수성 코팅, 모듈 디자인 및 배치, 공정 구성 최적화 등을 연구하였다.

Membrane separation processes have been widely used in water purification or gas separation applications because of their process simplicity, low cost operation and small footprint. Nowadays, applications of ceramic membranes with high thermal, chemical and mechanical resistance has rapidly grown in new separation applications where the polymeric membranes cannot be used (e.g., high temperature, strong acidic/basic or solvent-contained corrosive feed solution). In this study, robust ceramic hollow fiber membranes were prepared by extrusion-phase inversion followed by sintering. The effects of preparation conditions on membrane characteristics were studied to improve the separation performance of ceramic membranes. In addition, a variety of modification methods and applications based on ceramic hollow fiber membranes will be discussed.

General D-glass(Dielectric glass) fibers are adaptable to PCBs(Printed circuit boards) because they have a low dielectric constant of about 3.5~4.5. However, very few papers have appeared on the physical characteristics of D-glass fibers. D-glass fibers were fabricated via continuous spinning process using bulk D-glass. In order to fabricate the D-glass, raw materials were put into a Pt crucible, melted at 1650℃ for 2 hrs, and then annealed at 521 ± 10℃ for 2 hrs. We obtained transparent clear glass. The transmittance and adaptable temperature for spinning of the bulk marble glass were characterized using a UV-visible spectrometer and a viscometer. Continuous spinning was carried out using direct melting spinning equipment as a function of the fiberizing temperature in the range of 1368℃ to 1460℃, while the winder speed was between 100 rpm and 200 rpm. We investigated the physical properties of the D-glass fibers. The average diameters of the glass fibers were measured by optical microscope and FE-SEM. The average diameters of the D-glass fibers were 21.36 um at 100 rpm and 34.06 um at 200 rpm. The mechanical properties of the fibers were confirmed using a UTM(Universal materials testing machine). The average tensile strengths of the D-glass fibers were 467.03 MPa at 100 rpm and 522.60 MPa at 200 rpm.

The South Korean Ministry of the Environment has revised the laws relating to the management of interior air quality for multiple use facilities, and recommends maintaining carbon dioxide (CO2) concentration in passenger vehicles below 1000 ppm during operation in urban areas of large cities. However, the interior CO2 concentration of passenger vehicles can rapidly increase and exceed 5000 ppm within 30 min, as observed when two passengers are traveling in urban areas of the South Korean city of Jeonju with the air conditioner blower turned off and the actuator mode set to internal circulation mode. With four passengers, CO2 concentration can reach up to 6000 ppm within 10 min. To counter this, when the actuator is set to external mode, CO2 concentration can be maintained below 1000 ppm, even after a long period of running time. As part of the air conditioning system, alkali-treated activated carbon fiber filters are considered to be far superior to the commercial non-woven filters or combination filters currently commonly in use.

Pollution of chloride ion-reinforced concrete can trigger active corrosion processes that reduce the useful life of structures. Multifunctional materials used as a counter-electrode by electrochemical techniques have been used to rehabilitate contaminated concrete. Cement-based pastes added to carbonaceous material, fibers or dust, have been used as an anode in the non-destructive Electrochemical Chloride Extraction (ECE) technique. We studied the performance of the addition of Carbon Fiber (CF) in a cement-graphite powder base paste used as an anode in ECE of concretes contaminated with chlorides from the preparation of the mixture. The experimental parameters were: 2.3% of free chlorides, 21 days of ECE application, a Carbon Fiber Volume Fraction (CFVF) of 0.1, 0.3, 0.6, 0.9%, a lithium borate alkaline electrolyte, a current density of 4.0 A / m2 and a cement/graphite ratio of 1.0 for the paste. The efficiency of the ECE in the traditional technique using metal mesh as an anode was 77.6% and for CFVF of 0.9% it was 90.4%, with a tendency to increase to higher percentages of the CFVF in the conductive cement-graphite paste, keeping the pH stable and achieving a homogeneous ECE in the mass of the concrete contaminated with chlorides.

Milled carbon fiber (mCF) was prepared by a ball milling process, and X-ray diffraction (XRD) diffractograms were obtained by a 2θ continuous scanning analysis to study mCF crystallinity as a function of milling time. The raw material for the mCF was polyacrylonitrile- based carbon fiber (T700). As the milling time increased, the mean particle size of the mCF consistently decreased, reaching 1.826 μm at a milling time of 18 h. The XRD analysis showed that, as the milling time increased, the fraction of the crystalline carbon decreased, while the fraction of the amorphous carbon increased. The (002) peak became asymmetric before and after milling as the left side of the peak showed an increasingly gentle slope. For analysis, the asymmetric (002) peak was deconvoluted into two peaks, less-developed crystalline carbon (LDCC) and more-developed crystalline carbon. In both peaks, Lc decreased and d002 increased, but no significant change was observed after 6 h of milling time. In addition, the fraction of LDCC increased. As the milling continued, the mCF became more amorphous, possibly due to damage to the crystal lattices by the milling.

The purpose of this study is to develop a carbon fiber sheet with embedded fiber optic sensor for maintenance and performance improvement of aged concrete bridges. The carbon fiber sheet bonded method has many advantages in terms of member repair and reinforcement, but it is disadvantageous in that it is necessary to directly identify the separate point generated during the bonded of the carbon fiber sheets by an artificial method. In this study, we examined the method of confirming the separate point of the carbon fiber sheets by examining the strain of the fiber optic sensor embedded in the carbon fiber sheets. The strain rate measured by the fiber optic sensor was replaced by the strain of the carbon fiber sheets derived from the FEM analysis.

The contemporary high-tech structures have become enlarged and their functions more diversified. Steel concrete structure and composite material structures are not exceptions. Therefore, there have been on-going studies on fiber reinforcement materials to improve the characteristics of brittleness, bending and tension stress and others, the short-comings of existing concrete. In this study, the purpose is to develop the estimated model with dynamic characteristics following the steel fiber mixture rate and formation ration by using the nerve network in mixed steel fiber reinforced concrete (SFRC). This study took a look at the tendency of studies by collecting and analyzing the data of the advanced studies on SFRC, and facilitated it on the learning data required in the model development. In addition, by applying the diverse nerve network model and various algorithms to develop the optimal nerve network model appropriate to the dynamic characteristics. The accuracy of the developed nerve network model was compared with the experiment data value of other researchers not utilized as the learning data, the experiment data value undertaken in this study, and comparison made with the formulas proposed by the researchers. And, by analyzing the influence of learning data of nerve network model on the estimation result, the sensitivity of the forecasting system on the learning data of the nerve network is analyzed.

열유도상분리법(TIPS) 및 연신의 복합공정으로 막증류(Membrane distillation, MD)용의 소수성 및 다공성 PVDF 중공사 분리막을 제조하였다. 제조된 분리막을 막증류 공정에 적용하여 처리수량을 극대화하기 위한 방안으로 모듈의 형태와 운전조건 및 병렬 연결 시 배관의 크기 영향을 확인하고자 하였다. 진공 막증류 모듈의 최적화 실험에서는 모듈 내 분리막의 충진율과 길이가 증가할수록 플럭스는 감소하며, 진공포트의 위치는 모듈을 수직으로 연결하였을 때 원수의 inlet 방향에 위 치할수록 플럭스 측면에서 가장 유리한 것으로 확인되었다. 모듈의 헤더배관의 크기선정에서는 중공사막의 내경면적과 헤더 배관의 내경면적이 동일할 경우 최대 플럭스를 나타냄을 확인할 수 있었으며, 모듈 내 선속도가 높을수록 높은 플럭스를 나타내지만 모듈에 작용하는 압력 역시 비례하여 증가하기 때문에 최적 선속도를 찾는 것이 필요하다.

A pultruded fiber reinforced polymer plastic (PFRP) structural is one of the most widely used composite member in construction. In generally, PFRP members is composed of plate elements so that it needs to evaluate stability problems when they are used by construction members. On the other hand, creep effect may be occurred in PFRP members under sustained load. Primary to experiment for PFRP creep, previous works are studied. In the previous work related to buckling of PFRP member, it can be calculated buckling strength of PFRP members when it is known that material property of longitudinal and transverse direction of PFRP members. The researches for creep behavior of PFRP has been conducted and time-dependent degradation elastic moduls can be predicted by the empirical equation. In this study, it will be conducted creep test for PFRP and time-dependent stress-strain relationship will be plotted. It is expected that long-term buckling behavior of PFRP is evaluated by theoretical and numerical method such as finite element method.

To accommodate growth, insects must periodically replace their chitin/protein-rich cuticles in a process called “molting or ecdysis”. During each molt cycle, a new cuticle is deposited simultaneously with degradation of the chitinous procuticle of the old one by molting fluid enzymes including epidermal chitinases. Here, we demonstrated a novel role for an endochitinase, TcCHT7, from the red flour beetle, Tribolium castaneum, belonging to a subfamily (Group III) that contain two catalytic domains, in organizing chitin in the newly forming cuticle rather than in degrading chitin present in the prior one. The conservation of CHT7-like proteins among many insect and other arthropod species indicates a critical role for the Group III class of chitinases in the higher ordered organization of chitin fibers for development of the structural integrity of many invertebrate exoskeletons.

Recently, redevelopment and reconstruction projects have caused problems such as depletion of natural aggregates, and the use of recycled aggregate is being reevaluated as an optimal alternative. Therefore, in this study, the mechanical and deformation characteristics of Environment-Friendly Recycled Coarse Aggregate (here after, EFRCA) concrete reinforced with para-aramid fiber with high strength and high elasticity are examined. The experimental main parameters were EFRCA replacement ratio (0, 30 and 50%) and para-aramid fiber volume fraction (0, 0.75 and 1.0%). Experimental results show that the EFRCA concrete has lower compressive strength than plain concrete. However, compared with the natural aggregate, the EFRCA concrete, which exhibited low material properties, showed almost the same performance as plain concrete, such as increased flexural strength and improved ductility by incorporating para-aramid fibers. Through the experiment, it is considered that the most suitable para-aramid volume fraction is 0.75%. Based on these results, the experimental results related to the performance degradation of EFRCA concrete containing para-aramid fibers are secured and basic data for determining the reuse possibility and reinforcement method of structures are presented.

It is a well known that concrete is strong for compression and weak for tension. For reinforcing the weakness and improving the performance about concrete, various methods are used. Fiber reinforced concrete that is one of them has been investigated in this study. The function of fiber in concrete is to improve the stress strain relation and toughness, crack control. It’s applied from normal strength concrete to ultra-high performance concrete. But it is essential to disperse fiber uniformly and to prevent aggregation of fiber in concrete, in order that fiber reinforced concrete show the sufficient performance. The various properties of fiber affect the essential properties, for instance, length and diameter of fiber, source, etc. So, this study evaluated the ultra-high performance concrete with mixed in composite fiber.