• 한국토양비료학회지
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• 제24권1호
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• pp.10-16
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• 1991

토양개량(土壤改良)을 위한 기초자료(基礎資料)인 염기치환용량(鹽基置換容量)에 대한 토성별(土性別) 평균값 그리고 유기물(有機物)과 점토(粘土)의 상대기여도(相對寄與度)를 파악하기 위하여 화산회토를 제외(徐外)한 토양(土壤)을 대상(對象)으로 토양통(土壤統)의 단위위치별(單位位置別) 대표단면자료(代表斷面資料)(표본(標本)크기 : 3,182개(個))를 이용(利用)하여 다음과 같은 결과(結果)를 얻었다. 1. 토성별(土性別) CEC의 평균치는 사토(砂土) 2.9, 양질사토(壤質砂土) 4.7, 사양토(砂壤土) 6.7, 양토(壤土) 9.0, 미사질양토(微砂質壞土) 10.2, 식양토(埴壤土) 10.7, 사질식양토(砂質埴壤土) 8.6, 미사질식양토(微砂質埴壞土) 12.2, 미사질식토(微砂質埴土) 16.1 그리고 식토(埴土) 17.4me/100g이었다. 2. 토성별(土性別) CEC에 대(對)한 유기물(有機物)과 점토(粘土)의 중선형회귀식(重線型回歸式)과 편회귀계수(偏回歸係數)는 대체로 고도(高度)의 유의성(有意性) 나타내는 경향(傾向)이었다. 3. CEC 추정시(推定時) 사토계(砂土系) 사양토계(砂壤土系) 사토계토양(砂土系土壤)은 점토(粘土)가 유기물(有機物)보다 1.10~1.89배(培) 그리고 나머지 토양(土壤)은 유기물(有擬物)이 점토(粘土)보다 1.09~2.94배(培) 더 중요(重要)하였다. 4. 조사(調査)된 토양(土壤)에서 유기물(有機物)의 CEC는 62.9 그리고 점토(粘土)의 CEC는 24.0me/100g이었다.

• 한국광물학회지
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• 제21권1호
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• pp.27-35
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• 2008

천연 광물소재를 양이온 치환하여 환경개선재로 응용되고 있는 $Lumilite^{(R)}$의 원료 중 원광의 광물학적 특징을 분석하고 구성광물의 나노결정의 발달특징을 관찰하였다. 이를 위하여 편광현미경에 의한 조직관찰, XRD, SEM, FTIR, XRF 분석을 실시하였다. 구성 광물상은 클리높틸로라이트, 일라이트, 석영, 알바이트 사장석이며, 본 시료는 미립질의 치밀한 조직을 가지는 것이 특징이다. 나노결정의 크기는 $70{\sim}100\;nm$ 범위가 흔하면, 비교적 등립질 내지 반등립질로 구성된다. 나노결정들의 단면은 아원형 내지 완만한 각형이며, 나노결정의 표면에는 수 nm 크기의 원형돌기가 거의 균질하게 분포한다. 전시료의 화학조성은 $SiO_2$ $74.22{\sim}75.65\;wt.%$, $Al_2O_3$ $13.25{\sim}13.72\;wt.$, CaO $4.23{\sim}5.15\;wt.%$이며, 그 외 주성분과 수분은 미량으로 함유된다. 원료물질은 결정학적으로 $500^{\circ}C$까지는 안정한 상을 유지하나, $700^{\circ}C$에서는 구조가 거의 파괴된다. $Lumilite^{(R)}$가 흡착능력이 뛰어나고 높은 양이온치환능력을 가지는 것은 나노결정들이 잘 발달하고, 이들 사이에는 다양한 미세공극이 잘 발달하기 때문인 것으로 보인다.

• 자원환경지질
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• 제30권4호
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• pp.279-289
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• 1997

Dark to pale green-colored, Cr-bearing sericites from hydrothermal alteration zone of the Narim gold deposit were investigated mineralogically and geochemically. The alteration zone is composed mineralogically of quartz, carbonate minerals and green sericite with minor amounts of chlorite, barite and sulfide minerals (pyrite, sphalerite, galena). The zone is enriched in As (967 to 1520 ppm), Cu (31 to 289 ppm), Ni (1027 to 1205 ppm), Pb (0.20 to 1.24 wt.%) and Zn (1.03 to 1.07 wt. %) compared with fresh rocks such as granitic gneiss, porphyritic biotite granite and basic dyke. The Cr, probably the chromophore element, is highly enriched in the alteration zone (1140 to 1500 ppm), host granitic gneiss (1200 ppm) and porphyritic biotite granite (1200 ppm). Occurrence and grain size of sericite are diverse, but most of the Cr-bearing sericites (150 to $200{\mu}m$ long and 20 to $30{\mu}m$ wide) occur along the boundaries between ore veins and host rocks (especially basic dyke and granitic gneiss). X-ray diffraction data of the sericite show its monoclinic form with unit-cell parameters of $a=5.202{\AA}$, $b=8.994{\AA}$, $c=20.103{\AA}$, ${\beta}=95.746^{\circ}$ and $V=935.83{\AA}^3$, which are similar with the normal 2M1-type muscovite. Representative chemical formula of the sericite is ($K_{1.54}Ca_{0.03}Na_{0.01}$)($Al_{3.42}Mg_{0.38}Cr_{0.14}Fe_{0.06}V_{0.02}$)($Si_{6.69}Al_{1.31}$)$O_{20}(OH)_4$. The Cr content increases with decrease of the octahedral Al content, and ranges from 0.36 to 2.58 wt.%. DTA and TG curves of the sericite show endothermic peaks at $342^{\circ}$ to $510^{\circ}$, $716^{\circ}$ to $853^{\circ}$ and $1021^{\circ}C$, which are due to the expulsion of hydroxyl group. The total weight loss by heating is measured to be about 8.8 wt. %, especially at $730^{\circ}C$. Infrared absorption experiments of the sericite show broad absorption band due to the O-H bond stretching vibration near the $3625cm^{-1}$, coupled with the 825 and $750cm^{-1}$ doublet. The vibration bands related with the H-O-Al and Si-O-Al bonds occur at $1030cm^{-1}$ and 500 to $700cm^{-1}$, respectively. Based on paragonite content of the sericite, the formation temperature of the Narim gold deposit is calculated to be $220{\pm}10^{\circ}C$.

• 대한토목학회논문집
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• 제31권2A호
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• pp.129-136
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• 2011

최근 대기오염 물질을 제거하기 위하여 $TiO_2$ 등의 광촉매 재료를 사용한 기능성콘크리트에 대한 연구가 활발히 이루어지고 있다. 이들 연구에서 $TiO_2$의 흡착은 콘크리트에 직접 혼합하거나, 현탁액을 표면에 직접 도포하는 방법을 사용하고 있다. 이 중 콘크리트에 $TiO_2$를 직접 혼합하는 방법은 $TiO_2$의 사용량에 비하여 효능이 떨어져 표면에 직접 도포하는 방법이 많이 이용된다. $TiO_2$의 표면도포는 광촉매의 활성화와 접착성 증대를 위하여 $400^{\circ}C$ 이상의 고온 열처리를 실시하게 되며, 이는 콘크리트 수화생성물의 탈수 수축으로 내부균열을 발생시키는 원인이 되기도 한다. 이에 이 연구에서는 $TiO_2$의 저온도포가 가능한 Sol-gel법으로 $TiO_2$를 제조하였으며 펄라이트 사용 경량골재콘크리트에 저온 고정화하여 $TiO_2$ 도포 성능을 평가하였다. 또한 펄라이트 입경을 2.5~5.0 mm와 5.0 mm이상으로 구분하여 펄라이트 입경, $TiO_2$ 혼입방법과 혼입률 및 시간경과에 따른 $CH_3CHO$ 제거 특성을 검토하였다. 실험결과, Sol-gel법으로 제조한 $TiO_2$를 $120^{\circ}C$에서 저온 도포할 때 XRF 정량분석에서 $TiO_2$ 38%, $SiO_2$ 29%, CaO 18% 순으로 나타나 $TiO_2$ 도포율은 높게 나타났다. 또한 펄라이트 입경 2.5~5.0 mm에서 $TiO_2$를 저온도포한 경량골재콘크리트의 $CH_3CHO$ 제거 특성은 Sol-gel법으로 제조된 $TiO_2$를 7% 표면 도포하였을 경우 94%로 나타나 10%를 혼입할 때 72%에 비해 약 20%정도 높게 나타났다. 또한 펄라이트 입경 5.0 mm이상에서 $TiO_2$를 10%로 치환하여 혼합하였을 경우 $CH_3CHO$ 제거율은 69%로 펄라이트 입경 2.5~5.0 mm에 대한 72%와 비슷하게 나타나 펄라이트 입경이 $CH_3CHO$ 제거율에 미치는 영향은 크지 않았다. 시간 경과에 따른 $CH_3CHO$ 제거 특성은 전 시험편의 10시간 평균 제거율이 20시간 전체 제거율의 84% 수준으로 나타나 반응 초기에 제거율이 높은 것으로 나타났다.

• Transactions on Electrical and Electronic Materials
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• 제12권5호
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• pp.193-196
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• 2011

Lead zirconate titanate (PZT)/ bismuth ferrite (BFO) multilayer thin films have been fabricated by the spin-coating method on Pt(200 nm)/Ti(10 nm)/$SiO_2$(100 nm)/p-Si(100) substrates using $BiFeO_3$ and $Pb(Zr_{0.52}Ti_{0.48})O_3$ metal alkoxide solutions. The PZT/BFO multilayer thin films show a uniform and void-free grain structure, and the grain size is smaller than that of PZT single films. The reason for this is assumed to be that the lower BFO layers play an important role as a nucleation site or seed layer for the formation of homogeneous and uniform upper PZT layers. The dielectric constant and dielectric losses decreased with increasing number of coatings, and the six-layer PZT/BFO thin film has good properties of 162 (dielectric constant) and 0.017 (dielectric losses) at 1 kHz. The remnant polarization and coercive field of three-layer PZT/BFO thin films were 13.86 ${\mu}C/cm^2$ and 37 kV/cm respectively.

• Journal of Microbiology and Biotechnology
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• 제16권12호
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• pp.1968-1976
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• 2006

Recombinant E. coli ACV 1003 (recA:: lacZ) was used to measure low concentrations of DNA-damaging chemicals, which produce $\beta$-galactosidase via an SOS regulon system. Very low $\beta$-galactosidase activities of less than 0.01 unit/ml, $\beta$-galactosidase produced through an SOS response corresponding to the 10 ng/ml (ppb) of DNA damaging chemicals in the environment, can be rapidly determined by using an alternative interferometric biosensor with optically flat thin films of porous silicon rather than by the conventional time-consuming Miller's enzyme assay as well as the ELISA method. fu order to enhance the sensitivity in the interferometry, it needs to obtain more uniform distribution and higher biolinking efficiency, whereas interferometric sensing is rapid, cheap, and advantageous in high throughput by using a multiple-well-type chip. In this study, pore size adjusted to 60 nm for the target enzyme $\beta$-galactosidase to be bound on both walls of a Si pore and a calyx crown derivative was apllied as a more efficient biolinker. Furthermore, anti-$\beta$-galactosidase was previously functionalized with the biolinker for the target $\beta$-galactosidase to be specifically bound. When anti-$\beta$-galactosidase was bound to the calyx-crown derivative-linked surface, the effective optical thickness was found to be three times as high as that obtained without using anti-$\beta$-galactosidase. The resolution obtained was very similar to that afforded by the time-consuming ELISA method; however, the reproducibility was still unsatisfactory, below 1 unit $\beta$-galactosidase/ml, owing to the microscopic non-uniform distribution of the pores in the etched silicon surface.

• 한국농공학회논문집
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• 제49권3호
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• pp.51-60
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• 2007

This study was performed to evaluate void ratio, compressive and flexural strengths, and pH properties according to the content ratio of rice husk ash, aggregate size, and neutral treatment time of porous concrete with content of rice husk ash produced as an agricultural by-product. The SEM results for cement mortar with a 5% rice husk ash for the weight of cement formed more C-S-H hydrates due to the $SiO_2$ of rice husk ash. In the XRD test, cement mortar with a 5% rice husk ash for the weight of cement registered a higher peak point of approximately $2{\theta}=20{\sim}25^{\circ}$ compared to cement mortar without rice husk ash. According to the results of the XRD and SEM tests, the $SiO_2$ that was a major chemical element of rice husk ash generated a large amount of calcium hydroxide in the early stage of the hydration process of cement leading to the formation of ettringite. The void ratio of porous concrete with rice husk ash decreased with increasing content ratio of rice husk ash. In addition, the void ratio of porous concrete with rice husk ash decreased compared to porous concrete without rice husk ash. The compressive and flexural strength of porous concrete with a 5% and 10% content ratio of rice husk ash slightly increased compared to concrete without rice husk ash. The pH value of porous concrete rapidly decreased immediately after neutral treatment. Then, it gradually increased and decreased again after 14 days. However, the pH value was nearly the same regardless of neutral treatment time in 28 curing days. Also, for neutral treatment, the pH value of porous concrete showed appropriate pH levels (less than 9.5) in all mixtures for planting at 28 curing days.

• 농업과학연구
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• 제33권2호
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• pp.167-177
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• 2006

This study was performed to evaluate void ratio, compressive and flexural strength, and pH properties according to the admixture ratio of rice husk ash, aggregate size, and neutral treatment time of porous concrete with an admixture of rice husk ash produced as an agricultural by-product. The SEM results for cement mortar with a 5% rice husk ash admixture for the weight of cement formed more C-S-H hydrates due to the $SiO_2$ present in the applied rice husk ash. According to the results of the SEM test, the $SiO_2$ that was a major chemical element of rice husk ash generated a large amount of calcium hydroxide in the early stage of the hydration process of cement leading to the formation of ettringite. The void ratio of porous concrete with an admixture of rice husk ash decreased with increasing admixture ratio of rice husk ash. In addition, the void ratio of porous concrete with an admixture of rice husk ash decreased compared to porous concrete with no admixture of rice husk ash. The compressive and flexural strength of porous concrete with a 5% and 10% admixture ratio of rice husk ash slightly increased compared to concrete with no admixture of rice husk ash. The pH value of porous concrete rapidly decreased immediately after neutral treatment. Then, it gradually increased and decreased again after 14 days. Also, for neutral treatment, the pH value of porous concrete showed appropriate pH levels(less than 9.5) in all mixtures for planting at 28 curing days.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2009년도 하계학술발표대회 논문집
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• pp.751-756
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• 2009

In the perspective of saving energy in buildings, the high performance of insulation and air tightness for improving the heating and the cooling efficiency, has brought economically positive effects. However, these building energy saving technologies cause the lack of ventilation, which is the direct cause of increasing the indoor contaminants, and is also very harmful to the residents, because they spend over 90% of their time indoors. Therefore, the ventilation is important to keep the indoor environment clean and it can also save the energy consumption. In this study, a HEPA type nano ceramic filter is designed as a passive ventilation system to collect airborne particles and to supply fresh outdoor air. The double layer filter, which has $30{\mu}m$ in diameter at the conditions of 10wt% of concentration and 3kV/cm of the electric intensity, is produced by electrospinning. The filtration coating technology is confirmed in the solution with $SiO_2$ nano particles using polymer nano fibers. Also double layer filters are coated with $SiO_2$ nano particles and finally the porous construction materials are made by sintering in the electric furnace at $200{\sim}1400^{\circ}C$. The efficiency is measured 96.67% at the particle size of $0.31{\mu}m$, which is slightly lower than HEPA filter. However the efficiency is turned out to be sufficient.

• Journal of Biosystems Engineering
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• 제32권6호
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• pp.448-454
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• 2007

This study was conducted to develop a 100 kPa soil tensiometer mainly consisted of a porous ceramic cup, water-holding tube, and a digital vacuum gauge, through theoretical design analysis and experimental performance evaluation. Major findings were as follows. 1. Theoretical analysis showed that air entry value of a porous media decreased as the maximum effective size of the pore increased, and the maximum diameter of the pores was $2.9\;{\mu}m$ for measuring up a 100 kPa of soil-water tension. 2. Property analysis of tensiometer porous cups supplied in Korean domestic market indicated that main components were $SiO_2$ and $Al_2O_3$ with a porosity range of $33.8{\sim}49.3%$. 3. The porous cup selected through sample fabrication and air-permeability tests showed weight ratios of 87% and 11% for $Al_2O_3$ and $SiO_2$. The analysis of SEM (scanning electron microscope) images showed that the sample was sintered at temperatures of about $1150^{\circ}C$, which consisted of pores with sizes of up to 25% of those for commercial porous cups. 4. The prototype soil tensiometer was fabricated using the developed porous cup and a digital vacuum gauge that could measure water tension with a pressure of 85 kPa in air tests. 5. In-soil tests of the prototype conducted during a period of 25-day drying showed that soil-water tension values measured with the prototype and commercial units were not significantly different, and soil-water characteristic curves could be established for different soils, confirming accuracy and stability of the prototype.