• 한국구조물진단유지관리공학회 논문집
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• 제11권4호
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• pp.121-128
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• 2007

본 연구는 실리카 퓸을 사용한 시멘트 경화체의 황산염침식 저항성을 평가하기 위하여 수행되었다. 실리카 퓸을 시멘트 중량에 대하여 0, 5, 10 및 15%의 4단계로 대체한 모르타르 및 0 및 10%의 2단계로 대체한 페이스트를 제조하여 침지실험을 실시하였다. 황산나트륨용액에 510일 동안 모르타르 및 페이스트를 침지한 후 재령별 외관조사, 팽창, 압축강도 감소율 및 공극특성을 조사한 결과, 실리카 퓸 대체율에 관계없이 실리카 퓸을 대체한 시멘트 경화체는 황산염침식에 대하여 저항성이 매우 우수하였으나, 보통포틀랜드시멘트 모르타르 및 페이스트는 황산염침식에 의한 극심한 성능저하 현상이 관찰되었다.

• 한국환경보건학회지
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• 제33권6호
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• pp.506-512
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• 2007

This study was conducted to describe the exposure levels of welding fumes by the type of manufacturers, work process, welding type and the size of manufacturers, and to find out the trend of chronological changes of airborne welding fume levels. The subjects of this study were 509 manufacturers, consisting of 11 types of manufacturers, 3 work processes, 7 welding types, in Busan from January, 1997 to December, 2005. Airborne concentration of welding fume was determined by manual of National Institute for Occupational Safety and Health (NIOSH), and the data were analyzed by using SPSS 10.0 for Windows program. The mean concentration of airborne welding fume in all manufacturers was $1.29\;mg/m^3$ (Range: $0.01{\sim}3.00\;mg/m^3)$. The level of welding fume was the highest, as $1.96\;mg/m^3$, for manufactures of motor vehicles, trailers and semi-trailers, which was lower than $5.0\;mg/m^3$ of 8 hr-TWA in Korean permissible exposure limit for welding fume. There was a significant difference in the mean levels of welding fumes by work process, showing the highest in welding workshop ($1.39\;mg/m^3$), followed by pipeline welding workshop ($1.26\;mg/m^3$) and engineering workshop ($1.20\;mg/m^3$). Among welding types, the mean level of welding fume was the highest in the type of $CO_2$ & arc welding, as $1.46\;mg/m^3$, followed by $CO_2$ welding ($1.40\;mg/m^3$), shielded metal arc welding ($1.31\;mg/m^3$), spot welding ($1.27\;mg/m^3$), and so on. The highest mean level of welding fume was $1.58\;mg/m^3$ in work process of pipe line welding workshop for the manufacturers of basic iron and steel, and $2.27\;mg/m^3$ in the type of arc welding for the manufactures building ship and boats. By the size of manufacturers, the mean concentration of welding fume for manufactures in small scale with less than 50 workers was the highest as $1.45\;mg/m^3$ (Range: $0.07{\sim}3.00\;mg/m^3)$. The mean level of welding fume was the highest as $1.39\;mg/m^3$ both in 1997 and in 2005, showing a trend of fluctuating periodically within a range of $1.10{\sim}1.39\;mg/m^3$. The above results suggested that more effective control program for work environment producing welding fumes should be developed and applied since there were significant variations in welding fume levels by the type of manufacturers, work processes, welding types, the size of manufactures, and by year.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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• pp.19-22
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• 1998

This study is investigate the properties of high performance concrete at W/B of 35%, used with silica fume and CSA expansive additives, which is used to improve the concrete qualities and prevent the drying-shrinkage. According to the results, the fluidity of concrete shows a decline with the increase of replacement percentage of silica fume and proportions of expansive additives. A higher strength is obtained at 5% of replacement percentage of silica fume, while the compensation achieves in drying-shrinkage of concrete at 5% of expansive additives.

• Journal of Preventive Medicine and Public Health
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• 제30권4호
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• pp.752-763
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• 1997

To evaluate the effect of manganese on the respiratory system, we investigated the respiratory symptoms of 63 male workers exposed to, fume containing manganese (Mn), iron (Fe) and silica (Si), and compared them with those of 66 male workers not exposed to the fume in a manganese alloy smelting factory. The prevalence ratios of the seven respiratory symptoms were not different between two groups. The presence of any respiratory symptom was not related with the age, duration of employment, smoking status of workers, and exposure to fume. In furnace workers, it was not related with the airborne Mn, Fe, and Si concentration in the total or respirable fume. Airborne Mn concentrations of all 4 furnaces in the respirable fume were below $1mg/m^3$. There were two suspicious cases of pneumoconiosis among furnace workers and one definite case(1/2) among casting workers who were not exposed to fume. The above results suggest that the exposure to the low airborne Mn concentration is not related with respiratory symptoms and pneumoconiosis. However, it is necessary to study the respiratory effects of Mn using the symptom questionnaire with consideration of the severity and persistence, of symptoms and the time interval from exposure.

• 한국구조물진단유지관리공학회 논문집
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• 제14권5호
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• pp.87-92
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• 2010

본 연구에서는 실리카흄 대체재로 활용 가능한 실리카 흄 무혼입 결합재(SFFB)의 치환율에 따른 고강도 콘크리트의 품질특성을 비교 분석하기 위하여, 실리카흄, SFFB의 2수준과 물-결합재비는 25, 35% 치환율은 실리카 흄 10%, SFFB 5, 10, 15(%)의 4수준으로 설정하였다. 실험을 실시한 결과, 목표 유동성을 확보하기 위한 고성능감수제의 첨가율은 물-결합재비가 낮을수록 증가하였으며, SFFB가 실리카 흄 보다 저흡수성을 갖는 재료적 특성으로 인해 고성능감수제의 첨가율이 감소하는 경향을 나타내었다. 압축강도에서는 SFFB 치환율이 10%일 경우 인장강도에서는 치환율이 15%일 경우 가장 우수한 강도를 나타내었으며, 자기수축에서는 W/B와 SFFB의 치환율과 상관없이 Plain(SF)에 비해 수축이 저감하는 것으로 나타났다.

• 공업화학
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• 제16권2호
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• pp.180-186
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• 2005

본 논문은 유기물과 중금속이 함께 포함되어 있는 폐수 슬러지의 시멘트 고형화를 위해 포졸란물질인 실리카흄을 고화보조재로 사용한 연구결과이다. 실리카흄을 고화보조재로 사용할 경우 고화체의 일축압축강도는 현저히 증가하는 결과를 보여주었으며, 실리카흄의 시멘트 대체가 전체 배합물의 15%까지 증가하였을 때 일축압축강도는 실리카흄을 전혀 사용하지 않았을 경우에 비하여 66.7%까지 증가하는 결과를 보여주었다. 또한 시멘트가 실리카흄으로 대체되는 양이 증가하면서 총 유기탄소와 중금속인 크롬의 용출량은 감소하는 결과를 보여주었으며, 배합물 중 실리카흄이 5%를 차지할 때 중성의 용출액에서 총 유기탄소의 85%가 용출억제되었으며, 산성의 용출액에서 0.76 mg-Cr/g-Cr의 크롬만이 용출되었다. 전자주사현미경과 X-선 회절분석, 적외선 분광분석 등을 이용한 미세구조분석 결과 실리카흄은 시멘트경화 초기에 크링커 입자를 피복하여 초결(initial setting)과 수화를 저해하는 에트링가이트(ettringite)의 형성을 감소시키는 것으로 나타났다. 본 연구결과 중금속과 유기물이 혼합된 슬러지의 시멘트 고형화에 있어서 실리카흄의 첨가는 유기물질이 시멘트 수화반응에 미치는 악영향을 억제하고 중금속 및 유기물의 용출을 감소시키는 것으로 나타났다.

• Corrosion Science and Technology
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• 제10권3호
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• pp.80-86
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• 2011

Welding was widely used in shipbuilding industries as a joining method. In present study, the effects of welding fume contaminated on steel surface on corrosion protection were examined by water ballast simulation test and condensation chamber test. Pull-off adhesion test, blistering test and cathodic disbondment test were carried out to evaluate the effects of residual welding fume. Consequently, it was clearly indicated that the residual welding fume didn't affect the corrosion protection of epoxy coated on steel when surface was treated by light sweep blasting to heavy sweep blasting which was applied in this study.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1991년도 봄 학술발표회 논문집
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• pp.23-28
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• 1991

Silica-Fume, an industrial by product, has an extremely small average partical size of 0.1${\mu}{\textrm}{m}$ and when used as a concrete admixture fills the fine voids which exist in concrete. The purpose of this study is to investigate material properties of the high-strength concrete using Silica-Fume and Fly-Ash. The main variables studied are; a) water-cement ratio. b) Silica-Fume, Fly-Ash content. The maximum compressive strength of 1000Kg/$\textrm{cm}^2$ is achieved with a mix using 18% water-cement ratio, 20% Silica-Fume and 10% Fly-Ash ratio.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.196-199
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• 2004

Metakaolin is a cementitious material for producing high-strength concrete. This material is now used as substitute for silica-fume. In this paper, we tested the compressive strength of concrete according to the substitute ratio of metakaolin, silica-fume. And we did the durability test such as chloride ion diffusion and chemical attack. In the compressive strength test, the result shows that $10\%$ substitute of metakaolin & silica-fume for binder is optimum. In the chloride ion diffusion test, according to the increase of substitute of metakaolin & silica-fume for binder, the diffusion coefficient is more reduced. And in the chemical attack test, according to the increase of substitute, the resistance is more excellent. In the durability test, we recognized that metakaolin is able to used as a substitute for silica-fume.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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• pp.443-448
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• 1999

Tests have been carried out on four concrete containing different levels of silica fume to measure their permeability coefficient using water and oxygen, chloride ion. The total cementitious content was 351kg/㎥, and the water/cementitious materials ratio was 0.55. The results show that a dramatic reduction in permeability of concrete containing silica fume occurs due to formation of a discontinuous macro-pore system which inhibits flow. Porosity estimates from mercury-intrusion porosimetry are used to develop an explanations for the water and air permeability reduction. And, results of the rapid permeability test showed that the resistance of concrete to the penetration of chloride ions increases significantly as a contents of silica-fume is increased. The current intensity passing through the concrete containing silica fume is presented from 664C to 2166C.