• 제목/요약/키워드: Alkali sulfate

검색결과 102건 처리시간 0.026초

황 흡착 알긴산의 Lactobacillus acidophillus 성장에 미치는 영향 및 항 돌연변이 작용 (The Antimutagenic Activity of Sulfated Alginate and Its Effect on the Growth of Lactobacillus acidophillus)

  • 강경금;박난희;김정목
    • 한국식품영양과학회지
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    • 제33권4호
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    • pp.757-761
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    • 2004
  • 톳으로부터 산ㆍ알칼리 (AASA) 방법으로 추출한 알긴산에 인위적으로 sulfate를 흡착시킨 후 ICP-AES를 이용해서 확인한 결과 3% alginate용액에서 1843 ppm 농도의 sulfate가 검출되었다. 배지 자체적으로 황을 함유하고 있는 MRS broth와 황이 없는 peptone water배지 에 S-alginate와 alginate를 0.25, 1, 2% 농도별로 첨가하여 Lactobacillus acidophilus를 접종한 후 배양하면서 유산균의 성장에 대한 영향을 살펴 본 결과 모든 농도에서 이들 배지에 S-alginate를 첨가한 것이 유산균의 성장을 증가시키는 것을 알 수 있었다. S-alginate와 alginate를 0.25% 첨가한 경우 유산균의 성장은 비슷한 값을 나타내었으나 농도가 증가할수록 S-alginate를 첨가한 군이 alginate만 첨가한 군보다는 유산균의 성장을 늘리는 것으로 나타났다. Ames test를 통해서 S-alginate는 돌연변이성을 전혀 나타내지 않았으며 항 돌연변이성는 직접변이원에 대하여 TA98균주는 14∼19%, TA100 균주에 대해서는 12∼17%까지의 억제율을 보였으며 2%의 S-alginate가 가장 높은 억제율을 나타내었다.

Rice Straw Ash를 이용한 유류오염토양 정화 (Remediation of Oil Contaminated Soils by Rice Straw Ash)

  • 정경원;장성호
    • 한국환경과학회지
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    • 제12권7호
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    • pp.783-789
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    • 2003
  • This study was conducted to reuse the rice straw ash as washing agent for oil contaminated soils. The results are summarized as follows. The physical characteristics of rice straw before and after burning were as follows ; In case of burning rice straw 1g, the rice straw ash was generated 0.14g and pH was changed neutrality into alkali(pH 10.9) and specific surface area was increased to five times and particle distribution was corresponded to fine silt.(under 0.05mm) The physical characteristics of rice straw ash were Carbon 10.9%, Hydrogen 1.5%, Oxygen 23.4%, Nitrogen 5.2%, Sulfate 1.2% and chemical characteristics were Si 189.2ppm, Ca 10.2ppm, Mg 4.7ppm. Oil cleanup ratio by pH variation were about 40∼50% of initial concentration of oil by pH 10∼11. As the result of cleanup comparative experiment, the rice straw ash was about 20∼30%, the tritonX-100 about 40∼50% of washing efficiency, and then in the future it will be possibility of substitute washing agent.

폐석고 및 폐석회를 자극제로 이용한 비소성 시멘트의 수화반응 (Hydration Reaction of Non-Sintering Cement using Waste Gypsum and Waste Lime with Activators)

  • 문경주;소양섭
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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    • pp.232-235
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    • 2004
  • This study aims to manufacture non-sintering cement(NSC) by adding phosphogypsum(PG) and waste lime(WL) to granulated blast furnace slag(GBFS) as sulfate and alkali activators. This study also investigates the basic physical properties and hydration reaction of NSC, and evaluates its reusing possibility as construction material. Results obtained from this study have shown that GBFS was affected by $So_4^{2-}$ in waste PG and stimuli under wet condition, left slag components, created Ettringite and CSH gels, and eventually started being hydrated. These hydrated creations formed dense structures like CSH based on Ettringite and contributed in allowing the mortar to reveal high strength.

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무기계 산업폐기물을 자극제로 이용한 비소성 시멘트 모르타르의 내화학성 (Chemical resistance of Non-Sintered Cement Mortar using Inorganic Industrial Wastes as activator)

  • 문경주;이철웅;박원춘;소양섭
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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    • pp.607-610
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    • 2005
  • If cement can be manufactured with industrial byproducts such as granulated blast furnace slag(GBFS), phosphogypsum(PG), and waste lime(WL) instead of clinker as its counterproposal, there would be many advantages, including maximum use of these industrial byproducts for high value-added resources, conservation of natural resources and energy by omitting the use of clinker, minimized environmental pollution problems caused by $CO_2$ discharge, and reduction of the production cost. This research investigates the chemical resistance of NSC mortar added PG and WL to GBFS as sulfate and alkali activators. The result of experiment of chemical resistance, showed that NSC is very excellent in acid resistance and seawater resistanc. Such a reasons are that the hydrate like CSH gel and ettringite formed dense pore structure of NSC matrix.

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무기계 산업폐기물을 자극제로 이용한 비소성 시멘트 콘크리트의 염소이온 침투 저항성 (Chloride ion Permeability of Non-Sintered Cement Concrete using Inorganic Industrial Wastes as activator)

  • 문경주;이철웅;박원춘;소승영;소양섭
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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    • pp.453-456
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    • 2006
  • If cement can be manufactured with industrial byproducts such as granulated blast furnace slag(GBFS), phosphogypsum(PG), and waste lime(WL) instead of clinker as its counterproposal, there would be many advantages, including maximum use of these industrial byproducts for high value-added resources, conservation of natural resources and energy by omitting the use of clinker, minimized environmental pollution problems caused by CO2 discharge, and reduction of the production cost. This research investigates the chloride ion permeability of NSC concrete added PG and WL to GBFS as sulfate and alkali activators. The result of experiment of chloride ion permeability, showed that NSC is very excellent in seawater resistance. Such a reasons are that the hydrate like CSH gel and ettringite formed dense pore structure of NSC matrix.

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Effects of Calcium Aluminate Compounds on Hydration of BFS

  • Song, Hyeon-jin;Kang, Seung-Min;Jeon, Se-Hoon;Kim, Jung-Won;Song, Myong-Shin
    • 한국세라믹학회지
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    • 제52권6호
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    • pp.483-488
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    • 2015
  • Blast furnace slag(BFS) is well known for its hardening mechanism in ordinary Portland cement with alkali activation due to its latent hydraulic property. The possibility of using calcium compound as activator for BFS has been investigated in this study. The hydration properties of calcium compound activated BFS binders were explored using heat of hydration, powder X-ray diffraction and compressive strength testing. Heat of hydration results indicate that the hydration heat of BFS is lower than OPC paste by about 50%. And ettringite as hydration product was formed continuously as the calcium sulfate was decreased. The maximum compressive strength of hardened BFS mortar at 28 days is confirmed to be 83% as compared with hardened OPC mortar.

중국과 한국 시멘트의 품질규정에 대한 비교 연구 (A Comparison Study on Quality Regulation of China and Korea Cement)

  • 배장춘;김호림;이백수;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2006년도 춘계학술논문 발표대회 제6권1호
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    • pp.159-162
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    • 2006
  • This study generally compared and investigated cement type and quality of China and Korea. Cement in Korea is divided into five such as ordinary, high early strength, moderate heat, low heat and sulfate resistance portland cement. However cement in China is divided into portland cement($P{\cdot}I,\;P{\cdot}II$) and ordinary portland cement($P{\cdot}O$) with admixture displacement ratio and it is again divided into 6 level and 7 level with 28 days compressive strength. In addition China classified cement into several standards, such as Mgo, SO3,, igloss, blame, setting time, stability, strength, alkali and sampling test. Therefore it should be careful to conclude so quickly without right understanding whether quality of China cement is bad or good. The better way to evaluate China cement is synthetically understanding a value engineering and consumer awareness.

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無燃炭 燃燒에 關한 硏究 (第 2 報). 無煙炭中의 黃化物의 燃燒 (Studies on the Combustion of Anthracite (II). The Combustion of Sulfide in Anthracite)

  • 신병식;신세건
    • 대한화학회지
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    • 제19권3호
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    • pp.193-197
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    • 1975
  • 無煙炭의 燃燒에 있어서 $SO_2 가스의 發生을 抑制하기 위하여 小量의 알칼리 혹은 알칼리 土金屬의 水酸化物을 添加 시키는 것이 效果的이라는 것을 알았다. 그것은 燃燒時에 無煙炭中의 黃分의 大部分이 黃化物 혹은 黃酸鹽의 形態로 炭分中에 固着되기 때문이라고 생각된다. $1000^{\circ}C$로 加熱할 때는 添加劑를 가한 無煙炭中의 黃分의 약 20%가 SO_2$ 가스로 發生한다.

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고로슬래그 콘크리트의 초기 품질 하락 극복을 위한 연구 (A Study on the Improvement of an Early-age Quality of Blast-Furnace Slag Concrete)

  • 반성수;최봉주;유득현;전영환;조현태
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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    • pp.1215-1220
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    • 2000
  • Blast-Furnace Slag, a by-product of the iron or steel industry, has potential sa a cementitious material. The addition of a Blast-Furnace Slag generally reduces the heat of hydration and can confer significant improvements in resistance to sulfate attack and alkali-aggregate reaction, as well as increases in ultimate strength. But it also reduces early-age strength. In this study, for the purpose of improvement of early-age quality of Blast-Furnace Slag concrete, we choose blaine fineness of $6, 000~8, 000cm^2/g$ of Blast-Furnace Slag, and investigate the various properties of concrete. As a result, workability and early-age strength of Blast-Furnace Slag concrete were improved according to the increase of blaine fineness of Blast-Furnace Slag.

비소성시멘트를 사용한 고강도 콘크리트의 현장적용을 위한 모의부재에 관한 연구 (Study on Mock-up test for field application of High Strength Concrete using Non-Sintered Cement)

  • 김한식;한다희;김광기;백민수;문경주;정상진
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2006년도 추계 학술논문 발표대회 논문집
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    • pp.33-36
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    • 2006
  • This Study is based on manufacture non-sintering cement(NSC) by adding phosphogysum and waste lime to GBFS as sulfate and alkali activators. This study also investigates the basic physical properties and duality of NSC, and evaluates its reusing possibility as construction materials. Therefore, we design 40MPa and 60MPa for compressive strength using OPC and NSC by binder. And There is a purpose to present fundamental data, applying in field and analyzing quality control of concrete using NSC according to rate of replace between OPC and NSC.

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