• 제목/요약/키워드: Cement hydrate

검색결과 139건 처리시간 0.022초

The characteristics of mineral hydrate insulation material using activated cement prepared from pilot plant activation system

  • Seo, Sung Kwan;Chu, Yong Sik;Kim, Tae Yeon;Kim, Yoo
    • Journal of Ceramic Processing Research
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    • 제19권5호
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    • pp.428-433
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    • 2018
  • In this study, using the pilot plant activation system, the activated cement has been manufactured and then applied to the manufacturing process of mineral hydrate insulating material. The fineness of the activated cement is controlled at $5,000cm^2/g$ and $7,500cm^2/g$ and the features of mineral hydrate insulating material, using OPC and the activated cement for each degree of fineness, has been analyzed. As the result of analyzing the crystal habit of the manufactured mineral hydrate insulting material, it is analyzed that the main crystal phase of specimen is tobermorite and some quartz peak has been detected. As the degree of fineness of the activated cement increases, the height of bubble of slurry increases as well, whereas the tendency for the density character to decrease has been detected. Along with it, as the density character decreases, the compression strength has decreases, whereas the tendency for the thermal characteristic to increases has been detected. The main features of mineral hydrate insulating material, using the activated cement with the fineness of $7,500cm^2/g$, the compression strength of 0.36 MPa, and the thermal conductivity of $0.044W/m{\cdot}K$, presents the excellent features as insulation.

콘크리트 초기강도에 영향을 미치는 수화물의 정량분석에 관한 연구 (A Quantitative Analysis on Feature of Hydrate Affecting Early-Age Strength)

  • 송태협;이문환;이세현;박동철
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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    • pp.583-586
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    • 2005
  • Strength of concrete is very important factor in design and quality management and may represent overall quality of concrete. Such strength of concrete may differ depending on amount of cement mixed, water and fine aggregate ratio. Classic concrete products have been produced mainly with ordinary portland cement(hereinafter 'cement'), water and fine aggregate as shown above, but various additives and mixture materials have been used for concrete manufacturing, along with development of high functional concrete and diversification of structures. Various kinds of chemical mixtures agents and mixture materials have been used as it requires concretes with other features which cannot be solved with existing materials only, such as high strength, high flexibility and no-separation in the water. Such addition of various mixture agents may cause change in cement hydrate, affecting strength. Hydration of cement is the process of producing potassium hydroxide, C-S-H, C-A-H and Ettringite, while causing heat generation reaction after it is mixed with water, and generation amounts of such hydrates play lots of roles in condensation and hardening. This study aims to analyze its strength and features with hydrates by making specimen according to curing temperature, types of mixture agent, mixing ratio and ages and by analyzing such hydrates in order to analyze role of cement hydrate on early strength of concrete.

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시멘트 수화물-유기산의 결합특성과 그 Compound의 발수성 (Water-repellency and Bonding Characteristics of the Cement Hydrate-Organic Acid Compound)

  • 노재성;조헌영;홍성수;최정봉
    • 공업화학
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    • 제3권4호
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    • pp.639-648
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    • 1992
  • 시멘트 수화물(CH)을 모르타르 콘크리트용 방수제 또는 고무 플라스틱용 충전제로 활용하기 위하여 스테아린산(SA)으로 처리하고 FT-IR, TGA, SEM, XRD, 접촉각층정기 등을 이용하여 CH-SA compound의 결합특성과 발수성을 측정하고, CH-SA compound를 레미탈에 사용하여 레미탈의 방수성을 알아 본 결과는 다음과 같이 요약된다. 1) 시멘트 수화물에 스테아린산을 2.0%이상만 처리하면 물레 대한 접촉각이 $120^{\circ}$이상으로 증가되면서 강한 발수성을 나타낸다. 2) 시멘트 수화물에 처리된 스테아린산은 스테아린산염 형태로 시멘트 수화물 표면에 고정된다. 3) 시멘트 수화물에 스테아린산을 5~10%처리한 CH-SA compound를 레미탈 중량의 3~6%정도 사용하면 레미탈의 압축강도는 5%정도 증가되며, 흡수비와 투수비는 각각 25%이하로 격감되어서 우수한 방수성을 나타낸다.

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FIXATION OF LEAD CONTAMINANTS IN Pb-DOPED SOLIDIFIED WASTE FORMS

  • Lee, Dong-Jin;Chung, David;Hwang, Jong-Yeon;Choi, Hyun-Jin
    • Environmental Engineering Research
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    • 제12권3호
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    • pp.101-108
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    • 2007
  • Fixation of lead contaminants in the solidification/stabilization using Portland cement has been investigated by X-ray diffraction, scanning electron microscopy and compressive strength. The presence of lead was observed to produce lead carbonate sulfate hydroxide ($Pb_4SO_4(CO_3)_2(OH)_2$), lead carbonate hydroxide hydrate ($3PbCO_3{\cdot}2Pb(OH)_2{\cdot}H_2O$) and two other unidentified lead salts in cavity areas and was observed to significantly retard the hydration of cement. By 28 days, howevere, the XRD peaks of most of the lead precipitates have essentially disappeared with only residual traces of lead carbonate sulfate hydroxide and lead carbonate hydroxide hydrate evident. After 28 days of curing, hydration appears well advanced with a strong portlandite peak present though C-S-H gel peaks are not particularly evident. Lead species produced with the dissolution of lead precipitates are fixed into the cement matrix to be calcium lead silicate hydrate (C-Pb-S-H) during cement-based solidification.

팽창재를 사용한 시멘트 혼합물의 재령별 수화물의 특성과 초기강도 개선 효과 (Hydrate Characteristics of Cement Mixtures with Expansion Additive According to Age and Improvement Effect on Initial Strength)

  • 송태협;박지선;이세현
    • 한국재료학회지
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    • 제23권10호
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    • pp.599-605
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    • 2013
  • CSA, a cement mineral compound that is mainly composed of $3CaO{\cdot}3Al_2O_3{\cdot}CaSO_4$, generates ettringite as a hydration product after a reaction with glass (lime), gypsum and water to speed up the hardening process and enhance the strength and degree of expansion. When used as a cement admixture, there is increased production of ettringite, which can improve the initial strength in the first three days and ameliorate the reduction in the initial strength caused by the use of fly ash in particular. In this study, a hydrate analysis was performed using XRD and SEM after substitution with fly ash (30%) and CSA (8%) with the goal of observing the effect of CSA on the initial strength of a cement mixture containing fly ash. The results of the analysis showed that an addition of CSA promoted the production of ettringite and improved the initial strength, resulting in the generation of hydrates, which can effectively enhance the long-term strength of these materials.

Mechanical Properties of Hydrated Cement Paste: Development of Structure-property Relationships

  • Ghebrab, Tewodros T.;Soroushian, Parviz
    • International Journal of Concrete Structures and Materials
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    • 제4권1호
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    • pp.37-43
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    • 2010
  • Theoretical models based on modern interpretations of the morphology and interactions of cement hydration products are developed for prediction of the mechanical properties of hydrated cement paste (hcp). The models are based on the emerging nanostructural vision of calcium silicate hydrate (C-S-H) morphology, and account for the intermolecular interactions between nano-scale calcium C-S-H particles. The models also incorporate the effects of capillary porosity and microcracking within hydrated cement paste. The intrinsic modulus of elasticity and tensile strength of hydrated cement paste are determined based on intermolecular interactions between C-S-H nano-particles. Modeling of fracture toughness indicates that frictional pull-out of the micro-scale calcium hydroxide (CH) platelets makes major contributions to the fracture energy of hcp. A tensile strength model was developed for hcp based on the linear elastic fracture mechanics theories. The predicted theoretical models are in reasonable agreements with empirical models developed based on the experimental performance of hcp.

플라이 애쉬-석회계 수열반응에 있어서 석고 및 시멘트의 영향 (Effect of Gypsum and Cement on Hydrothermal Reaction in Fly Ash-Lime System)

  • 안민선;박태균;황인수;김병익
    • 한국세라믹학회지
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    • 제35권10호
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    • pp.1030-1039
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    • 1998
  • In fly ash-lime system the effects of reaction condition amounts of gypsum and cement and CaO/SiO2 ratio on the hydrates by hydrothermal reaction were investigated. The tobermorite phases were not observed in hy-drothermal reaction of fly ash lime because of the hydrate rate was very slow. The compressive strength and the hydration rate increased with increasing the amount of gypusm and cement and the optimum amounts of gypsumo and cement were 5wt and 20wt% respectively. The specimen which CaO/SiO2 ratio is 0.85 was shown the maximum compressive strength and the tobermorite phase within reaction time 2 hours.

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속경형시멘트의 수화거동에서 폴리머의 영향 (The Influence of Polymers on the Hydration of Modified Cement System)

  • 박필환;이경희
    • 한국세라믹학회지
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    • 제44권9호
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    • pp.496-501
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    • 2007
  • The properties of the polymer-modified mortars are influenced by the polymer film, cement hydrates and the combined structure between the organic and inorganic phases. Also, this quality of polymer modified cement strongly depend on weather condition. To overcome this problem, polymer-modified cement based on rapid setting cement mortars were prepared by varying polymer/cement mass ratio (P/C) with a constant water/cement mass ratio of 0.5. The effect of polymer on the hydration of this polymer cement is studied on different curing temperature. The results showed that the polymer mortar which is modified with rapid setting cement have superior physical strength properties on independent curing temperature. In addition the PIC ratio, the compressive strength, flexural strength, tensile strength and adhesion strength of mortar is enhances and polymer-modified cement based on rapid setting cement is more beneficial to the improvement of the mortar properties in jobsite.

시멘트 페이스트를 이용한 혼합 불산폐수 처리 (Treatment of Mixed Fluoride Wastewater Using Cement Paste)

  • 변혜정;최원호;박주양
    • 대한환경공학회지
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    • 제29권8호
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    • pp.909-914
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    • 2007
  • 불소 화합물은 반도체 및 LCD 제조공장의 식각 공정에서 사용되는 필수적인 화학물질이다. 불산폐수 처리를 위한 기존 처리방법의 문제점은 유지비가 많이 들고, 불소 처리효율이 낮은 것이다. 이에 본 연구에서는 고효율, 저비용의 혼합 불산폐수 처리를 위하여 다량의 portlandite, calcium silicate hydrate와 ettringite 등의 칼슘 수화물을 함유하고 있는 시멘트 페이스트를 혼합 불산폐수 처리에 적용하였다. 본 연구의 목적은 시멘트와 물을 혼합하여 양생시킨 시멘트 페이스트의 실제 폐수처리 가능성을 파악하고 불산폐수 처리효율을 평가하고자 하는 것이다. 시멘트 페이스트는 회분식 실험에서 소석회에 상응하는 불소제거효율을 나타내었다. 연속식 컬럼 실험 결과, 불소 농도는 약 0.5 mg/L 이하로 안정적으로 처리되었으며, 칼슘 농도는 800 mg/L로 높게 측정되었다. 폐수 내 nitrate도 처리되었는데, 이는 시멘트 수화물 중 LDHs 계열물질의 interlayer에 존재하는 sulfate와의 이온교환으로 제거되는 것으로 판단된다. Phosphate는 다양한 칼슘화합물 생성으로 10 mg/L 이하로 감소하였다. 따라서 시멘트 페이스트는 기존 처리제인 소석회를 대체할 수 있는 경제적이고 실제 처리공정에 적용 가능한 물질로 판단된다.

개질한 전노슬래그의 수화반응 (Hydration of Modified Converter Slag)

  • 엄태선;최상흘
    • 한국세라믹학회지
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    • 제18권3호
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    • pp.157-162
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    • 1981
  • A converter slag has been heat-treated above melting point at reduced condition by cokes. As the result, most iron was separated. To make hydraulic compounds, calcium oxide was added to the reduced converter slag and the mixtures were sintered. This modified converter slag clinker mainly contained tricalcium silicate and calcium aluminates, and have a great potential to be a good hydraulic cement. The hydrates of the hydraulic compounds and gypsum with and without granulated slags, were mainly C-S-H, ettringite, calcium monosulfoaluminate hydrate, calcium aluminate hydrate, and $Ca(OH)_2$

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