• 한국구조물진단유지관리공학회 논문집
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• 제15권1호
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• pp.215-225
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• 2011

메타카올린은 고령토나 카올린으로 알려진 카올린 광물의 풍화물로, 도자기 산업에 주로 사용되는 원료로, 일반적으로 메타카올린의 입자 크기는 시멘트보다는 작지만, 마이크로 실리카퓸보다는 크다. 본 연구에서는 콘크리트용 혼화재로 메타카올린을 사용한 콘크리트의 압축강도와 염소이온 투과저항 특성에 관한 영향에 관해 조사하였다. 메타카올린과 실리카퓸의 혼입률이 압축강도와 염소이온 투과저항에 주는 영향을 비교하기 위해 물-결합재비를 30%로 고정하고 각각 0, 5, 10, 15, 20%인 배합수준을 설정하여 비교하였다. 연구결과 메타카올린을 혼입한 콘크리트는 실리카퓸을 혼입한 콘크리트와 유사한 강도특성을 보였지만, 염소이온 투과저항성은 다소 불리한 것으로 나타났다. 따라서, 강도와 염소이온 투과저항 성능을 동시에 만족하기 위한 메타카올린의 혼입률은 10% 정도인 것으로 나타났다.

• 한국재료학회지
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• 제24권5호
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• pp.271-276
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• 2014

Silica nano-powder (SNP) is an inorganic material able to provide high-performance in various fields because of its multiple functions. Methods used to synthesize high purity SNP, include crushing silica minerals, vapor reaction of silica chloride, and a sol-gel process using TEOS and sodium silicate solution. The sol-gel process is the cheapest method for synthesis of SNP, and was used in this study. First, we investigated the shape and the size of the silica-powder particles in relation to the variation of HCl and sodium silicate concentrations. After drying, the shape of nano-silica powder differed in relation to variations in the HCl concentration. As the pH of the solution increased, so did the density of crosslinking. Initially, there was NaCl in the SNP. To increase its purity, we adopted a washing process that included centrifugation and filtration. After washing, the last of the NaCl was removed using DI water, leaving only amorphous silica powder. The purity of nano-silica powder synthesized using sodium silicate was over 99.6%.

• KEPCO Journal on Electric Power and Energy
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• 제7권1호
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• pp.167-169
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• 2021

In this study, monodispersive silica nanoparticles with double mesoporous shells were synthesized, and the pore size of synthetic mesoporous silica nanoparticles was controlled. Cetyltrimethylammonium chloride (CTAC), N, N-dimethylbenzene, and decane were used as soft template and induced to form outer mesoporous shell. The resultant double mesoporous silica nanoparticles were consisted of two layers of shells having different pore sizes, and it has been confirmed that outer shells with larger pores (Mean pore size > 2.5 nm) are formed directly on the surface of the smaller pore sized shell (Mean pore size < 2.5 nm). It was confirmed that the regulation of the molar ratio of pore expansion agents plays a key role in determining the pore size of double mesoporous shells.

• 대한화학회지
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• 제54권5호
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• pp.579-581
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• 2010

Solid silica supported ferric chloride ($SiO_2-FeCl_3$) 촉매를 이용하여 다양한 benzimidazoles의 one-step 합성을 수행하였으며, 합성 방법이 간단하며, 화합물의 분리가 용이하며, 반응시간이 짧다.

• 대한화학회지
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• 제55권4호
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• pp.638-643
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• 2011

Silica sulfuric acid (SSA)를 이용하여 ethylenediamine (EDA)과 o-phenylenediamine (o-PDA)을 2-(4-methylthio benzenesulfonyl)-1,3-dimethyl/1-methyl-3-phenyl/1,3-diphenyl/1-methyl-3-ethoxypropane-1,3-dione 3a-d과의 헤테로고리화 반응을 통하여 좋은 생리활성을 나타내는 1H-1,4-diazepines 4a-d과 3H-1,5-benzodiazepines 5a-d을 좋은 수율로 합성하였다. 이 반응에서 ${\beta}$-diketones/${\beta}$-ketoesters 3a-d는 4-methylthiobenzenesulfonyl chloride 1과 다양한 ${\beta}$-diketones/${\beta}$-ketoesters 2a-d과의 축합반응으로 합성하였으며, 합성한 4a-d와 5a-d 화합물들에 대해서 fantimicrobial, antifungal 및 anthelmintic 활성을 측정하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.299-304
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• 2002

This research was to investigate the invasion and diffusion properties of chloride ion on the concrete containing mineral admixtures by the electrically accelerated test. Mineral admixtures selected in mixes were fly-ash, ground granulated blast-furnace slag, silica fume, and meta-kaolin with 3 degrees of replacement ratios. Tang and Nilsson's test method was used to estimate chloride diffusion coefficients of that mixes. As a result, the total current passing charge and the diffusion coefficient of chloride ion were reduced with the use of mineral admixtures and the increase of replacement ratios. In addition, compressive strength was related with diffusion coefficient of chloride ion. Diffusion coefficients of concrete mixed with ground granulated blast-furnace slag showed relatively low value under the range of compressive strength of 400㎏f/㎠.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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• pp.461-466
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• 2000

To improve the quality of concrete, we usually consider the reduction of water/cement ratio, the increase of concrete cover depth and the use of mineral admixtures. Reportedly, the use of admixtures make concrete more durable and tighten against water. But, it is needed to study more about the relationship between the admixtures and the chloride ion diffusion. Therefore, in this study, we focused on the chloride ion diffusion properties of the pozzolanic admixtures such as fly-ash, slag and silica fume which are known as being useful on chloride attack resistance when mixed into mortar or concrete. Furthermore, we treed to analyze the correlation between mortar and concrete using the admixture, which is useful for analyzing chloride ion diffusion mechanism.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.281-284
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• 2003

When concrete structures are exposed under marine condition for a long time, the steel in concrete is corroded due to the ingression of chlorides in the sea water. Because the damages of corrosion resulting from the chloride ion are very serious, many research have been performed. In this study, it was experimentally investigated that the mechanical and diffusion characteristics of concrete substituted with ordinary portland cement, silica fume and blast furnace slag to investigate the chloride ingress characteristics with concrete quality. Chloride diffusion coefficients in concrete shows increasing tendency as w/c ratio increase. Also test results indicate that blend of admixture become lower chloride diffusion coefficients in concrete as compared with normal concrete.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.281-286
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• 1997

Recent construction activities and maintenance of marine facilities have been accelerating to keep up with rapid economic growth in Korea. Marine concrete structures are exposed to salts an chloride from ocean environments. The corrosion of reinforcement steel caused by chloride-penetration into concrete may severely effect the durability of concrete structures. The objective of this research is to develop a durable concrete by investigating the corrosion resistance of various corrosion protection systems utilizing different water/cement ratio, silica fumes, corrosion inhibitors and etc. A tow-year verification test on various corrosion protection systems has been doing in the laboratory and at the seaside. Corrosion investigations on reinforcement steel are now under progress for more than 180 concrete specimen. Corrosion-related measurements include macrocell corrosion current, instant-off voltage between corroding and noncorroding reinforcement, chloride contents, the corroded surface areas on the reinforcement steel, and etc. A low level of corrosion is investigated on reinforcement steels in concrete specimen made with corrosion inhibitors or applied aqueous impregnating corrosion inhibitors into their surface, even though high chloride contents of concrete specimen.

• 한국구조물진단유지관리공학회 논문집
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• 제12권5호
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• pp.133-142
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• 2008

본 연구에서는 보통포틀랜드시멘트(OPC: ordinary Portland cement), 플라이애쉬(PFA: pulverised fly ash), 고로슬래그미분말(GGBFS: ground granulated blast furnace slag), 실리카퓸(SF: Silica fume)등의 각종 결합재를 적용한 시멘트 페이스트의 염소이온 고정화능력에 관하여 연구하였다. 각각의 사용 시멘트 페이스트는 40%의 물/결합재로 PFA, GGBFS 및 SF 혼화제의 각기 다른 치환률을 갖도록 하였으며 미리 혼합수내에 결합재 중량당 0.1~0.3%의 염소이온을 배합수내에 혼입 포함시켜 배합되어 제조되었다. 염소이온의 측정은 7일간 양생 후 수분 추출 방법을 이용하여 측정하였다. 실험을 통해 염소이온 고정화 능력이 결합재 종류 및 치환률에 의존하고 있음을 확인하였고, 총 염소이온량의 증가는 염소이온 고정화능력을 제한하여 결론적으로 염소이온 고정화를 감소시키고 있음을 보였다. 본 연구에서 최대 30%의 치환율을 가진 PFA와 60%의 치환률을 가진 GGBFS의 경우는 OPC보다 염소이온고정화 능력이 작았으며, SF의 치환률의 증가는 고정화를 감소시키고 있음을 확인하였으며, 이는 포졸란계 재료의 잠재 수화반응 혹은 공극수의 pH 저하등의 이유로 판단된다. 재령 7일에서의 염소이온의 고정화능력은 염해부식에 대한 저항성으로 나타내어지며, 염분을 혼입한 경우의 고정화능력의 순서는 30%PFA > 10%SF > 60%GGBFS > OPC로 나타났다. 더욱이 염소이온의 고정화 거동은 Langmuir isotherm 및 Freundlich isotherm으로 잘 표현될 수 있음을 보였다.