• 제목/요약/키워드: Clinker

검색결과 274건 처리시간 0.03초

현무암층 사이에 존재하는 클링커층과 퇴적층의 시멘트 그라우팅 보강에 따른 얕은 기초 거동 평가 (Evaluation of Shallow Foundation Behavior on Basalt Rock Layers With Clinker and Sediment Layers Reinforced Using Cement Grouting)

  • 이기철;신현강;정혁상;김동훈;유용선;김동욱
    • 한국지반신소재학회논문집
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    • 제18권3호
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    • pp.33-44
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    • 2019
  • 클링커층은 제주도와 같은 화산지대에 분포하는 독특한 지층구조로 용암이 분출하며 고결되는 과정에서 생긴 클링커가 암반층 하부에 퇴적된 지층을 의미한다. 클링커층은 용암 가스의 분출과정에서 동반되는 다량의 공극을 포함하고 있기 때문에 지층 내 존재할 시 지반의 전체적인 안정성을 저해할 가능성이 존재하며 이에 대한 대처가 필요한 실정이다. 따라서 본 연구에서는 클링커층이 존재하는 00교의 시점 및 종점 부근에서 각 2공의 지반조사(총 4공)를 수행하였고, 지반조사결과를 토대로 얕은 기초 시공 시 거동을 수치해석적으로 검토하였다. 또한 클링커층의 약액주입공법을 통한 그라우팅 치환 시 개선된 얕은 기초 거동을 원지반에서의 얕은 기초 거동과 비교하고, 지층별 그라우팅 치환 효율을 분석하였다. 분석 결과, 클링커층보다는 기존 지반에 존재하는 퇴적층의 유무에 따라 지지력 및 치환 효율, 탄성 침하량에 차이가 발생하였으며, 이는 퇴적층이 상대적으로 클링커층보다 낮은 강성과 밀도를 가지고 있기 때문으로 판단된다.

$C_3A$ 시멘트 특성 및 제조 가능성 검토

  • 정성균
    • 시멘트
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    • 통권66호
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    • pp.12-15
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    • 1977
  • 석회석과 고로수재 slag을 1.6 : 1로 혼합 분쇄한 원료를 1,450$^{\circ}C$에서 소결하여 고$C_3A$ clinker를 얻었다. 이 clinker 중에는 $C_3S$ 40$\%$, $C_2S$ 31$\%$, $C_3A$ 22$\%$, $C_4AF$ 2$\%$를 함유하고 있으며 보통 크링카 보다 $C_3A$ 함량이 2$\~$3배 정도 높고, clinker 색은 연두색을 띄는 것이 특색이다. 이와 같이 $C_3A$ 함량이 높은 시멘트의 특성 및 제조 가능성을 검토한 결과는 다음과 같다. 1) 석회석과 slag를 1.6 : 1(61.5$\%$ : 38.5$\%$)로 사용할 경우 보통 시멘트 제조시 석회석 사용량 보다 약 28$\%$ 정도 절감되나 고품위의 석회석이 요구된다. 2) 동일 free CaO 0.4$\%$를 기준으로 소성할 경우 고$C_3A$ clinker가 보통 clinker 보다 소성 시간이 20분 단축된다. 3) carbonate 분해열을 비교하면 고$C_3A$ 시멘트 원료가 보통 시멘트 원료보다 116Kcal/$\cal{kg}$-cl 절감된다. 4) $C_3A$ 함량이 높아 가소성이 저하되고 표준연도의 시멘트 paste를 얻기 위하여서는 보통 시멘트 보다 많은 물량이 요구되며 응결시간도 빠르다. 5) Blaine 3,000$cm^3$/g으로 분쇄한 고$C_3A$ 시멘트의 3 일강도는 보통 시멘트 보다 40$\~$50$\cal{kg}$/$cm^3$ 더 높으나 28 일 강도는 다소 저하되는 경향이며 Blaine 5,000$cm^2$/g으로 분쇄한 고$C_3A$ 시멘트는 조강 시멘트와 같은 강도 수준이다.

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$SO_3$가 클링커 액상이 존재하는 $3CaO.SiO_2$ 생성반응에 미치는 영향과 클링커안에서의 존재상태 (Effect of Sulfate on the Reaction of 3CaO.SiO2 Formation in Presence of Clinker Melt and Its Appearance in Clinker)

  • 정해문;한기성;최상흘
    • 한국세라믹학회지
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    • 제30권1호
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    • pp.7-16
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    • 1993
  • Effect of sulfate on the reactionof C3S formation in presence of clinker melt and its appearance in clinker were investigated, using (NH4)2SO4 and CaSO4 as sulfate sources. When (NH4)2SO4 and CaSO4 were added, both showed the similar results, 1.0wt% of sulfate could promoted the reaction of C3S formation, however for its content of more than 2.0wt%, the formation of C3S was prevented. Residual limit of sulfate to C3S formation is about 1.4wt%. Appearances of sulfate were C4A3l and CaSO4 in interstitial phase. For the addition of (NH4)2SO4 or CaSO4 of 20wt%~4.0wt%, C3S grains showed the hypertrophic growth. We might consider that, because sulfate reduced the surface tension and viscosity of the clinker melt, C3S crystals were precipitated below 140$0^{\circ}C$, and the crystlas of C3S were coalesced and linked in the same crystallographical direction with increasing temperature becuase of their rapid growth rate.

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P2O5가 클링커 광물조성 및 품질에 미치는 영향 (The Influence of P2O5 on the Clinker Mineral Composition and Cement Quality)

  • 엄태형;김원석;김창범;전병용;이종열
    • 한국세라믹학회지
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    • 제44권9호
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    • pp.483-488
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    • 2007
  • The influence of $P_2O_5$ on clinker mineral composition and the cement quality was investigated. When the sewage sludge was used as a raw material in place of clay, the presence of $P_2O_5$ in sewage sludge affects the mineral composition and the clinker quality. As the $P_2O_5$ concentration in raw mix increases, the burnability of clinker becomes worse and the alite decomposes into belite and free-CaO, so belite increases with the decrease of alite. The early strength of mortar decreases with the increase of $P_2O_5$ concentration. On the other hand, later-age strength increases with the increase of belite content. The setting time of cement was delayed with the $P_2O_5$ concentration above 0.6 wt%.

$Fe_2O_3$ 함유 MgO C1'를 적용한 시멘트 Kiln용 염기성 벽돌의 고온 특성

  • 김동한;엄창중;이승제;김상재
    • 시멘트 심포지엄
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    • 30호
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    • pp.132-138
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    • 2003
  • 시멘트 kiln용 염기성 벽돌의 시멘트 coating 부착성과 고온 강도 특성 향상을 위하여 $Fe_2O_3$함유 magnesia clinker을 적용하였다. $Fe_2O_3$ 함유 magnesia clinker가 사용된 Magnesia-Chromite질 벽돌은 통기율이 크게 저하되었고 상온 및 고온 꺽임강도가 증가되었다. 특히, $Fe_2O_3$ 함유 magnesia clinker를 적용하여 약 1$\%$$Fe_2O_3$ 함량을 가지는 Magnesia-Spinel질 벽돌은 고온에서 높은 꺽임 강도, 열충격 저항성, 향상된 시멘트 coating 부착성을 나타내었다.

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초속경시멘트 제조에 관한 연구 (제1보 시멘트 제조) (On the Rapid Hardening Cement (I))

  • 한기성;최상흘;한상목;서일영
    • 한국세라믹학회지
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    • 제12권2호
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    • pp.21-25
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    • 1975
  • As the major alumina source, domestic alunite was applied to synthesize the clinker for rapid hardening cement. The main minerals of the clinker were found to be C3S, C11A7-CaF2 and some C4AF by means of chemical treatment, x-ray diffraction analysis and microscopic observation. Rapid hardening cement was made of the clinker by adding suitable amount of hemi-hydrite and anhydrite. The setting time of the cement was regulated with citric acid as setter.

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Modified Belite Cement Clinker의 합성 및 수화반응 (Synthesis and Hydration of Modified Belite Cement Clinker)

  • 김창범;한기성;최상흘
    • 한국세라믹학회지
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    • 제27권2호
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    • pp.195-200
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    • 1990
  • For the development of low energy cement, the belite cement clinker of calcium sulphoaluminate ferrite type was synthesized at 130$0^{\circ}C$ and containing C2S, C4A3S as the major minerals along with C3A, C4AF, CS by using limestone, dolomite, clay, iron ore, gypsum and alumina as raw materials. At over 130$0^{\circ}C$, C4A3S was decomposed and thus C3A was increased. When hydrated, this cement was hardened, producing ettringite, CSH, etc.

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Early Hydrationl of Modified Belite Cement Prepared by Adding Borax

  • Chae, Woo-Hyeong;Park, Dong-Cheol;Sang Heul choi
    • The Korean Journal of Ceramics
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    • 제2권3호
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    • pp.147-151
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    • 1996
  • By adding borax into the raw mix, Modified Belite Cement clinker and cements were prepared. Clinkerization and hydration reactions were investigated in order to better understand. Borax-bearing MBC clinker sintered at 1300℃ for 1 hour showed excellent burnability. Borax stabilized α'and β-C2S at room temperature. In the hydration of the cement prepared with the borax-bearing clinker, ettringite, monosulphate, C-S-H hydrates and CH were formed. The hydration of calcium sulphoaluminate was less reactive than the cement prepared with the controlled clinker at early hydration time. But, as hydration time elapsed, this cement showed more active hydraulicity and higher compressive strength development.

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고상반응에 의한 3CaO.${3Al_2}{O_3}$.$CaSO_4$ 클링커의 제조 및 수화 (Synthesis and Hydration Property of 3CaO.${3Al_2}{O_3}$.$CaSO_4$ Clinker by Solid State Reaction)

  • 전준영;김형철;조진상;송종택
    • 한국세라믹학회지
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    • 제37권5호
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    • pp.459-465
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    • 2000
  • 3CaO.3Al2O3.CaSO4(C4A3)clinker was prepared by solid state reaction and then its hydration property was investigated. C4A3 clinker was fired at various temperatures in the range of 700~135$0^{\circ}C$. The hydration of it was studied by XRD, DSC, Solid-state 27Al MAS NMR and SEM. According to the results, the Ca4A3 clinker was produced by reacting calcium aluminates with CaSO4 and Al2O3 and C4A3 was formed as a main phase after calcining at 120$0^{\circ}C$. The hydration products were mainly calcium monosulfoaluminate hydrate and Al(OH)3, and they were produced after 2hrs of hydration. However the hydration rate was about 74% at 3days.

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시멘트 클린커 생성과정에 미치는 Potassium의 영향 I. 불안정 상태의 알칼리 (Influence of Potassium on the Cement Clinker Formation I. Unstable Free Alkali in Clinker)

  • 서일영;최상홀
    • 한국세라믹학회지
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    • 제22권1호
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    • pp.25-34
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    • 1985
  • The states of alkali occuring in Portland cement clinker were studied. Potassium was added to raw mixture by there kinds ; $K_2SO_4$, $K_2CO_3$ and KOH. In case of $K_2CO_3$ and KOH addition the new state of unstable alkali was found when alkakli content is high and $SO_3$ content is low in the clinker. Unstable state of highly basic free 4K_2O$ causes lowering burnability much more than alkali sulfate especially at the early stage of burning. Lowered burnability by 4K_2O$ became more serious with higher LSF. Unstable free-4K_2O$ which is readily soluble with water reacts with gypsum to form $Ca(OH)_2$ and syngenite as soon as water is added. As a results the liberation rate of heat of hydration at the early hydration process(1st peak) was increased.

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