• The Journal of the Korean dental association
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• v.29 no.6 s.265
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• pp.443-445
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• 1991

• Electrical & Electronic Materials
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• v.4 no.4
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• pp.330-337
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• 1991

y의 크기가 0.02에서부터 2.0까지의 두 차수만큼 변하게 불소가 첨가된 YBa$_{2}$Cu$_{3}$$O_{7-x}$F$_{y}$ 초전도물질을 금속질산염과 수산화나트륨 및 불화나트륨을 써서 졸-겔법으로 제조하였다. 불소함유양들을 이온-선택 전극을 사용하여 측정하였다. 반응물질로 첨가된 불소전부가 최종시료속에 존재한다는 것을 알았다. XRD 관측으로부터 y.leq.0.2인 시료들은 단지 단상 페로브스카이트 구조로 되었고 반면 y.geq.0.5인 것들은 최종시료속에 BaF$_{2}$ YF$_{3}$및 CuO와 같은 화합물들과 함께 생성되어져 있다고 결론지을 수가 있다. 더구나 고체 $^{19}$ F 핵자기공명관측이 불소가 정말로 격자위치들 속에 혼입되어 있는지 여부를 확인하기 위하여 행해졌는데 실험결과로부터 YBa$_{2}$Cu$_{3}$$O_{7-x}$ 격자위치속에 혼입된 불소의 몰비는 화합물 1몰당 약 0.2라는 것을 보여주었다. 또한 전기저항률의 측정은 개시감계온도가 y.leq.0.2와 같이, 지정된 첨가율이 적은 영역에서는 y의 증가에 따라 약간씩 증가하는 경향이 있음을 보여주고 있다.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 1998.11a
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• pp.41-42
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• 1998

• Applied Chemistry for Engineering
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• v.20 no.5
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• pp.505-510
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• 2009

It is well known that the properties of concrete such as the compressive strength, water permeability, water tightness and durability are affected by micro-structure in hardened cement paste. Especially, for durability of concrete, watertightness of cementitious materials is the most critical property among various properties. Recently, many types of material such as organic and/or inorganic materials are used for watertightness of concrete. In this study, we examined the effect of fluorine-based emulsion on watertightness property. And we also discussed the change of microstructure and formation of hydrates in hardened cement paste by the addition of fluorine-based emulsion. Cement paste with fluorine-based emulsion showed improvement of watertightness by the surface activation of cement paste and by formation of $CaF_2$ fine crystals in cement pore structure.

• Journal of the Korea Concrete Institute
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• v.18 no.5 s.95
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• pp.631-637
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• 2006

In this study, fundamental properties such as fresh and hardened performance of concrete mix(specification : 25-24-18) added fluorine-silicate hybrid based crack reducing agent(FS) were measured. Addition of FS ranged from 0.5% to 2.0% at intervals 0.5% based on cement weight. Adequate dosage(0.5%) of FS derived from basic properties measurements applied and compared resistance for shrinkage crack. The permeability of concrete in the absence(24-S-0.0) and presence(24-S-0.5) of evaluated at a mock-up sized concrete. Concrete added FS improved resistance for shrinkage crack and consequently crack number, length and area decreased to $50{\sim}74.4%$ compared non-added. As well, by the addition of FS, the resistance for permeability and penetration depth to concrete surface region increased 67% and 40%, respectively. Therefore it was confirmed that shrinkage crack resistance and permeability of concrete could be improved by the addition of FS.

• Journal of the Korea Concrete Institute
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• v.17 no.5 s.89
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• pp.769-774
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• 2005

Fluosilicic acid(H2SiF6) is recovered as an aqueous solution which absorbs $SiF_4$ produced from the manufacturing of industrial-graded H3PO4 or HF. Generally, fluosilicates are the salts produced by the reaction of H2SiF6 and metal salts. Addition of fluosilicates to cement endows odd properties through unique chemical reaction with the fresh and hardened cement. This study was performed to know mechanical properties and watertightness using fluosilicates based composite made from fluosilicates and other compounds. Mix proportions for experiments were modulated at 0.45 of water to cement ratio and $0.0-2.0\%$ of adding ratio of fluosilicates based composite. Evaluation for mechanical properties of concrete was conducted to know fresh state of concrete, hardening state of concrete, and watertightness. Evaluation for watertightness of concrete was carried out permeability, absorption test and porosity analysis. In addition. Scanning Electron Microscopy(SEM) and Energy Dispersive X-Ray(EDX) used for investigating micro-structure and atomic component distributed in hardened concrete. It is ascertained that characteristics of mechanical properties and watertightness was more improved than non-added because of packing role of fluosilicates based composite and pozzolanic reaction of soluble $SiO_2$. Also, concrete added fluosilicates based composite had a tendency to delay setting time and only $0.5\%$ addition of fluosilicates based composite delayed 150 minutes compared with non-added.