• 한국안전학회지
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• 제21권1호
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• pp.79-85
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• 2006

Olefinic compatibilized blend(R-PP/R-PE)/layered silicate composites have been prepared by melt intercalation technique directed from $Na^{+}$ montmorillonite(MMT) or organophilic montmorillonites while using magnesium hydroxide as flame retardant. Morphology and flammability properties were characterized by X-ray diffraction(XRD), transmission electron microscopy(TEM), scanning electron microscopy(SEM), thermogravimetry analysis(TGA), limiting oxygen index(LOI), UL94 test. It is found that the compatibilized blend/layered silicate(Cloisite 20A) nanocomposites have a mixed immiscible-intercalated structure and there is better intercalation when a compatibilizer is combined with the polymer and layered silicate to be melt blended. A very large increase in the LOI value was observed with hybrid filler addition and further enhancement in thermal stability and compatibility of blend was obtained for the compatibilized blend containing small amount of layered silicate.

• Journal of Korean Society for Atmospheric Environment
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• 제15권E호
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• pp.1-8
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• 1999

Catalytic performance for NOx removal by Ga-incorporated silicates(Ga-silicate; Gallosilicate) with MFI type synthesized by the rapid crystallization method was reported in this study. NOx removal was investigated under the condition of O2 excess(10%), with various hydrocarbons of low concentrations. Effect of H2O(2%) addition was also considered. The result showd that the conversion from NOx to N2 was enhanced on the Ga-silicate compared with the Al-silicate. Furthermore, the performance for NOx conversion on the Ga-silicate increased with addition of water.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2013년도 추계 학술논문 발표대회
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• pp.200-201
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• 2013

This study is interested in manufacturing the concrete surface impregnants including tetra ethyl ortho silicate, alkali silicate for the repair of the exposed concrete and the color concrete requiring the advanced function in view of the concrete appearance. The surface layer change and porosity properties was tested for the review of application. The result of this study show that the effective silicate are tetra ethyl ortho silicate and alkali silicate t. The adhesion in tension is slightly increased but the reinforcement of concrete substrate is slight. So, the concrete impregnant of this study is more desirable for the improvement of durability rather than the reinforcement.

• Transactions on Electrical and Electronic Materials
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• 제13권3호
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• pp.149-152
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• 2012

The effects of amino silane coupling agent on the AC electrical treeing and breakdown behaviors in an epoxy/layered silicate (1 wt%) were examined in needle-plate electrode geometry. A layered silicate was exfoliated in an epoxy base resin by using our AC electric field apparatus. To measure the tree initiation and propagation and the breakdown rate, an alternating current (AC) of 10 kV (60 Hz) was applied to the specimen in needle-plate electrode arrangement with a $30^{\circ}C$ insulating oil bath. In the epoxy/amino silane system, the tree initiation time was 11.5 times higher and the breakdown time was 17.9 times higher than those of the neat epoxy resin. The tree initiation time in the epoxy/layered silicate (1 wt%) system with the amino silane was 2.0 times higher, and the breakdown time was 1.5 times higher than those of the epoxy/layered silicate (1 wt%) system.

• 한국안전학회지
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• 제11권1호
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• pp.90-98
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• 1996

In order to investigate the effects on intumescence to fire protective coatings, the characteristics of solubility, hygroscopic nature and X-ray diffration results on soluble silicate were determined. Solubility is depended on the mutual action of each silicate. In the result of hygroscopic characteristics by water absorption under several kinds of relative humidity, lithium silicate is more stable than sodium and potassium silicate over moistures. Eventhough free water is evaporated over $100^{\circ}C$ , physically adsorption water and ionic water are eliminated about $200^{\circ}C$, but evolution of structural water is expected to be emitted between 400~$600^{\circ}C$ range. Those are considered to be contributed intumescence on soluble silicate.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2007년도 추계학술대회 논문집
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• pp.107-108
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• 2007

In order to investigate the electrical properties of Hf-silicate as a function of annealing temperature, Hf-silicate deposited by atomic layer deposition (ALD) was studied. After Hf-silicate film deposition, annealing was proceeded at $500^{\circ}C\;and\;700^{\circ}C$. The hysteresis of C-V curves and trapping charge densities were decreased after annealing process. As annealing temperature became higher from $500^{\circ}C\;to\;700^{\circ}C$, the capacitance equivalent thickness (CET) was increased from 1.66 nm to 1.76 nm and the leakage current at -1 V was decreased from $1.70{\times}10^{-4}\;to\;5.68{\times}10^{-5}\;A/cm^2$.

• 약학회지
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• 제47권1호
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• pp.5-9
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• 2003

Synthetic aluminum silicate was prepared by reacting aluminum sulfate solution with Sodium silicate solution in this study. The optimum synthesis conditions based on the yield of the product were established by applying Box-Wilson experimental design. The results were found to be as follows; Reactant temperature : 50∼72$^{\circ}C$, Concentration of two reactants : 10∼17.6％, Mole ratio of two reactants, [Sod. silicate]/[Al. sulfate) : 4.6∼5.0, Temperature of washing water : 25∼4$0^{\circ}C$, and Drying temperature of product : 50∼$65^{\circ}C$. The physical and chemical properties of synthetic aluminum silicate as medicine were investigated by means of chemical analysis, adsorption test and acid consuming capacity measurements.

• 한국토양비료학회지
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• 제44권6호
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• pp.1016-1022
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• 2011

본 연구는 논 토양에서 규산질 비료의 성상이 다른 두 종의 규산질 비료의 토양 시비를 통한 토양의 화학적 특성 변화와 벼의 화학적 영양 성분을 평가하고자 수행하였다. 강원도 춘천시 소재 논 토양에서 두 종 (슬래그를 이용한 입상 규산질 비료와 수용성 입상 규산질 비료)의 규산 처리 수준에 따른 토양환경 변화를 보기 위해 무처리와 관행시비, 처리 기준의 0, 1, 2, 4배 처리 후 토양 화학적 변화를 고찰하였다. 슬래그를 이용한 규산질 비료의 처리 시 토양 pH는 시험 전 토양 pH에 비하여 상승하였으나 수용성 규산염을 원료로 한 규산질 비료의 처리 시에는 pH의 변화가 나타나지 않았는데 이는 수용성 규산염의 처리 양이 적고 가수분해율이 적기 때문인 것으로 판단된다. 슬래그를 이용한 규산질 비료를 처리한 구의 토양 유효규산 함량은 15일과 35일까지는 슬래그를 이용한 모든 규산질 비료 처리 구에서 증가하였다. 하지만 처리 60일 후부터는 유효규산 함량이 감소하는 것으로 나타났으나 수용성 규산염을 원료로 한 규산질 비료의 경우에는 토양 유효규산 함량의 증가가 대조구와 비교하여 볼 때 매우 적게 증가한 것으로 나타났다. 슬래그를 이용한 규산질 비료 처리구에서는 처리량에 관계없이 무처리 구에 비해 치환성 칼슘과 유효 인산 함량이 증가하는 것으로 나타났으나 최고 수준 (4배)의 처리구에서의 유효 인산 함량은 비례적으로 증가하지는 않았다. 슬래그를 이용한 규산질 비료 처리구에서의 볏짚의 규산 함량은 무처리구와 관행 처리구에 비해 모두 증가하는 것으로 나타났다. 즉, 규산질 비료를 처리함에 따라 규질비 ($SiO_2$/N)가 증가하였다. 관행 처리구와 슬래그를 이용한 규산질 비료 100% 처리시의 규질비는 각각 8.4와 11.5로 나타났다. 본 실험의 연구 결과를 통하여 슬래그를 이용한 규산질 비료의 토양시비는 토양의 화학적 성질 개선 및 수도 생육을 위해 바람직하나 수용성 규산질 비료의 경우에는 엽면 시비를 통한 액상 분무 등을 통하여 시비를 하는 것이 바람직하다고 판단된다.

• Weed & Turfgrass Science
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• 제3권2호
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• pp.137-142
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• 2014

본 연구는 규산질 비료와 질소 비료 혼용이 한국잔디의 생육과 질소비료 효율에 미치는 영향을 알아보기 위해 수행하였다. 한국잔디의 초장, 지상부, 포복경과 지하부의 생체중과 건물중, 지상부 개체수, 포복경 길이는 규산질 비료 400 kg/10a와 질소비료 24 kg/10a을 혼합시비 하였을 때 질소비료의 24 kg/10a 단용처리구보다 증가하였고, 규산질 비료와 질소비료 18 kg/10a은 질소비료의 24 kg/10a 단용 처리구와 유의성이 없었다. 규산질 비료와 질소비료를 혼합하여 시비했을 경우 질소비료 약 25-30% 절감효과가 있는 것으로 판단되었으며, 토양 내 유효 규산과 유기물의 함량은 규산질 비료 시비를 하지 않은 것보다 시비를 하였을 때 더 높게 나타나 규산질 비료가 한국잔디의 생장과 밀도를 높였으며 토양의 화학적 특성에 중요한 요소로 작용하였다.

• Geomechanics and Engineering
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• 제10권1호
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• pp.77-94
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• 2016

Cyclic triaxial and resonant column tests were conducted to understand the beneficial effects of various grouted sands on liquefaction resistance and dynamic properties. The test procedures were performed on a variety of grouted sands, such as silicate-grouted sand, silicate-cement grouted sand and cement-grouted sand. For each type of grout, sand specimen was mixed with a 3.5% and 5% grout by volume. The specimens were tested at a curing age of 3, 7, 28 and 91 days, and the results of the cyclic stress ratio, the maximum shear modulus and the damping ratio were obtained during the testing program. The influence of important parameters, including the type of grout, grout content, shear strain, confining pressure, and curing age, were investigated. Results indicated that sodium silicate grout does not improve the liquefaction resistance and shear modulus; however, silicate-cement and cement grout remarkably increased the liquefaction resistance and shear modulus. Shear modulus decreased and damping ratio increased with an increase in the amplitude of shear strain. The effect of confining pressure on clean sand and sodium silicate grouted sand was found to be insignificant. Furthermore, a nonlinear regression analysis was used to prove the agreement of the shear modulus-shear strain relation presented by the hyperbolic law for different grouted sands, and the coefficients of determination, $R^2$, were nearly greater than 0.984.