• Journal of the Korean Society of Industry Convergence
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• 제27권2_2호
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• pp.371-375
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• 2024

Epoxy resins are widely used in various fields due to their high adhesion, mechanical strength, and solvent resistance. However, as the volume decreases during the hardening process and the cooling process after hardening, stress is generated and when an external force is applied, the brittle material exhibits destruction behavior. To complement this, research has been conducted using inorganic nanofillers such as halloysite nanotube(HNT). HNT has a nanotube structure with the chemical formula of Al₂Si₂O₅(OH)₄·nH₂O and is a natural sediment of aluminosilicate. It has been used as additive to improve the mechanical properties of epoxy composites with exchange of amine group as a terminal functional group. In order to simplify complicated procedures of common wet method, a dry coating machine was designed and used for amine group exchange in previous research. In this study, they were applied as filler in epoxy composites, and mechanical properties such as tensile strength and flexural strength of composites were examined.

• Journal of the Korean Recycled Construction Resources Institute
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• 제7권4호
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• pp.349-357
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• 2019

Controlled low strength material(CLSM) has been developed using variety of material such as excavated soil, industrial by-product and industrial waste. But theses research limited at laboratory test and failed at commercialization. So in this paper evaluates CLSM used excavated soil characteristics such as flowability, bleeding rate, early strength for following process and 28day strength for re-excavatability. Also, various mix proportion of CLSM by water-binder ratio and soil-binder ratio were evaluated in laboratory. And derive the optimized CLSM mix proportion for using at field application test by movable batch plant. After applying CLSM at trench, evaluate core sample strength and excavatability by shovel, pickax and excavator for verify re-excavation. Furthermore, measure the level change after casting CLSM to inspect subsidence stability. As results of these assessments, not only confirmed the characteristics of CLSM at field but the fillability around pipe and subsidence stability.

• Transactions of the Korean Society of Mechanical Engineers B
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• 제37권3호
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• pp.267-273
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• 2013

In order to provide effective operating conditions for the fan in a wet cooling tower with film fill, a new program to search for the minimum fan power was developed using a model of the optimal total annual cost of the tower based on Merkel's model. In addition, a type of design map for a cooling tower was also developed. The inlet water temperature and heat load were considered as key parameters. The present program was first validated using several typical examples. The results showed that for a given heat load, a three-dimensional graph of the fan power (z-axis), mass flux of air (x-axis, minimum fan power), and inlet water temperature (y-axis, maximum of minimum fan power) showed a saddle configuration. The minimum fan power increased as the heat load increased. The conventionally known fact that the most effective cooling tower operation coincides with a high inlet water temperature and low air flow rate can be replaced by the statement that there exists an optimum mass flux of air corresponding to a minimum fan power for a given inlet water temperature, regardless of the heat load.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 한국지하수토양환경학회 2001년도 추계학술발표회
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• pp.220-223
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• 2001

본 연구에서는 endosulfan으로 오염된 토양을 in-situ flushing으로 정화시 발생되는 세척 유출수의 고정화 미생물에 의한 처리 효율 및 적용성을 검토하였다. 초기 endosulfan 농도 및 pH가 각각 5mg/L, 5.6인 세척유출수의 체류시간을 1, 3, 5시간으로 하여 고정화미생 물 충진 컬럼에 적용한 결과, 제거효율은 각각 62, 82, 89%로 체류시간이 증가될수록 향상되었으며 3가지 조건 모두 약 80시간 이후에 정상상태에 도달하였다. 체류시간 3시간에서 유입수내 endosulfan 농도를 50mg/L 및 100mg/L로 증가시킨 결과, 제거효율이 각각 70% 및 50% 부근까지 저하되었다. 유입수의 pH를 4.0과 9.0으로 변화시켜 실험한 결과 각각 73%와 66%의 제거효율을 나타내었다. pH 9.0보다 4.0에서 제거효율이 약간 높은 이유는 사용 배지의 pH가 약산성을 띠기 때문에 알칼리 상태보다 약산성에서 미생물의 활성이 높기 때문으로 판단된다. 유출수를 재순환 시킨 결과 제거효율이 90%까지 향상되는 것을 볼 수 있었으며, 이는 재 순환되는 유출수의 농도 저감 및 고정화 미생물과의 재 접촉에 기인하는 것으로 판단된다. 유입수에 공기를 주입한 결과, 유출수의 재순환 없이도 약 40시간 후에 93%의 제거효율을 보였으며 이는 미생물 활성의 증가에 기인하는 것으로 판단된다.

• Journal of the Korean GEO-environmental Society
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• 제9권6호
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• pp.21-29
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• 2008

As household and industrial wastes continue to rapidly increase every year, the demands for landfill sites are also increasing. However, the construction of landfill sites causes many problems due to the high costs of liners, while the leachate from the landfills generates secondary contamination of surrounding lands and groundwater. The purpose of this study is to determine the proper mixing ratio to meet the liner conditions (must be less than $1{\times}10^{-7}cm/sec$), using the local soil as the main material and using fly ash, bentonite, and cement as the mixing materials. The possibility of using this mixture as the liner for landfill sites was examined. To determine the proper mixing ratio, this study conducted basic physical properties tests, compaction tests, consolidation tests, and uniaxial compression tests. It was found that the higher the ratio of bentonite, the lower the coefficient of permeability, and the higher the ratio of fly ash, the higher the coefficient of permeability. The reason for this is that, while bentonite expands and fills pores, fly ash cannot fill the pores because the particles have a round shape and do not have adhesion. In conclusion, the optimum coefficient of permeability that meets the landfill liner condition was obtained when the ratio of bentonite was 15% or higher. If fly ash was mixed, the landfill liner condition was met when the ratio of bentonite was 15% or higher and the ratio of fly ash was 20% or lower.

• Journal of Energy Engineering
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• 제27권4호
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• pp.64-69
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• 2018

The purpose of this study is to expand the use of coal ash and coal slag in thermal power plants. In addition, controlled low strength materials was developed to prevent mine settlement. Bottom ash and KR slag are mixed at ratio of 7:3 to expand the use of industrial by-products through carbonate reaction and inhibit the exudation of heavy metals. In order to efficiently fill the abandon mine, workability and physical properties were evaluated according to flow. As a result of elution of harmful substance experiment, it was confirmed that the carbonation reaction inhibited the elution of heavy metals. It was confirmed that the difference in water ratio was the difference in specific surface area of the controlled low strength materials. It was confirmed that the working efficiency is excellent when the flowability is 300mm compared to 260mm. compressive strength measurement result was relatively high at 260mm compared to 300mm because the number of pores due to decrease of water ratio was small.

• Proceedings of the KAIS Fall Conference
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• 한국산학기술학회 2002년도 추계학술발표논문집
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• pp.306-308
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• 2002

원자로냉각재계통(Reactor Coolant System) 및 사용 후 저장조정화계통(Spent Fuel Pool Purification System)에는 양ㆍ음이온 교환수지가 충진된 혼상 이온교환수지탑을 설치하여 계통수에 존재하는 방사성 핵종을 제거하고 있으며, 정화율을 나타내는 제염계수(Decontamination Factor)가 특정값 이하이면 수지를 교체하고 있다. 그러나 특정 핵종에 대한 제염계수가 수지 사용기간에 관계없이 기준값 이하로 나타나고 있고, 수지탑의 성능을 예측하고 있지 못하는 실정이다. 원자력발전소 1차 계통에 설치되어 불순물을 제거하는 이온교환 수지탑에 대한 연속화학평형모델에 적용한 결과 수지탑에서 이온 용출은 수지에 대한 이온 선택도 순서와 동일하고 냉각재계통에는 붕산이 주성분이므로 음이온수지에서 붕산이 가장 먼저 누출된다. 그리고 붕산으로 포화된 음이온수지의 음이온 불순물 제거능력은 저하되지 않으며, 리튬으로 포화된 양이온수지의 양이온 불순물 제거능력은 저하된다.

• Resources Recycling
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• 제17권3호
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• pp.3-9
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• 2008

The measurement of physicochemical properties and chemical composition of SSA(sewage sludge ash) has been carried out and the preparation of lightweight material has also been performed using SSA for reuse as building or construction materials. For this aim, lightweight material has been prepared by forming the mixture of SSA, lightweight filler and inorganic binder followed by calcination at elevated temperature and characterized in terms of density and compressive strength. The pH of fly ash was found to be slightly alkaline, pH 8.69, due to the addition of caustic soda in order to neutralize the acidic gas while the pH of bottom ash was 6.48 Heavy metal leachability based on the standard leach test was also found to be below the detection limit for Cd, Cu, Pb, As and Cr of SSA. As far as the compressive strength of lightweight material was concerned, the compressive strength of lightweight material using fly ash was higher than that of lightweight material using bottom ash.

• KOREAN JOURNAL OF PACKAGING SCIENCE & TECHNOLOGY
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• 제15권2호
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• pp.49-54
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• 2009

The effects of filling temperatures of broth and degassing method on the residual oxygen content and gas composition in the pouch and physical strength of packaging material for Samgyetang depending on the contamination of broth on the sealing layer and sterilization process were investigated. The residual oxygen content in the broth and the oxygen proportion in the headspace of package were decreased with the increase of broth temperature at filling into the pouch from 50 to 100. When the products were packaged as air-contained (Air), manually squeezed the upper side of package out to minimize the headspace (Degas) and flushed with nitrogen gas ($N_2$-Flushing) while maintaining the broth temperatures of Samgyetang at 50 or 85. The residual oxygen content and oxygen proportion were increased in the order of $N_2$-Flushing

• Journal of the Korea Concrete Institute
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• 제20권1호
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• pp.59-66
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• 2008

This study is about manufacturing and producing girder, which is an essential component of bridge structure, in a composite of FRP + concrete. This has a higher competitive power in price than steel girder. The girder used in this study is made of glass fiber which has a lower elastic modulus than steel and thus has some technical limitations such as excessive deflection compared to steel girder and lack of production facilities in FRP production companies to make a large-section component material. Thus, this study suggested a section of a new module that will allow for applying a large section in order to solve the technical difficulties mentioned above and to secure low stiffness of FRP, developed a new FRP+concrete composite girder that is filled with the appropriate amount of concrete. To identify the structural behavior of this FRP+concrete composite girder, experiments were conducted to measure its flexural strength according to the difference in the strength of confined concrete and the existence of stud. The results of the flexural strength test confirmed the composite effect from confining concrete and the effect of increase in strength proportional to the strength of concrete. In developing FRP+concrete composite girder, NDT study was also conducted to analyze the interface characteristics of concrete and FRP.