• 제목/요약/키워드: Hydration rate

검색결과 322건 처리시간 0.03초

마이크로 유기-무기 복합체가 포오틀랜드 시멘트 수화에 미치는 영향(II) (PVA-점토 복합체-시멘트 계의 기계적 유동학적 특징) (Effect of Micro Organic-inorganic Complex on the Hydration of Portland Cement(II) (Mcchanical and rheological properties of PVA-montmorillonite complex cemenrt system))

  • 김창은;김배연;최진호;이형복
    • 한국세라믹학회지
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    • 제22권6호
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    • pp.15-20
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    • 1985
  • In the course of cement hydration it was found that the addition of polyvinyl alcohol(contracted as PVA. here after) only in the cement paste could more influence on the set-retardation the depression of heat evol-ution rate than that of montmorillonit only or PVA-montmorillonie intercalation complex (PMIC) due to the effective adsorption of PVA on cement particles. The improved mechanical strength by addition of montmorillonite and PMIC was observed remarkably up to 0.05wt% due to the decrease of macro-pores caused by lowed viscosity or the acceleration of hydration reaction.

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PC(Polycarboxylate)계 고유동화제가 시멘트 수화 반응에 미치는 영향 (Effect of PC(Polycarboxylate)-type Superplasticizer on the Hydration Reaction of Cement Paste)

  • 채은진;신진용;서정권;홍지숙;김재영
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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    • pp.533-536
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    • 2006
  • PC-type copolymers were synthesized using MPEG(Polyethylene glycol methyl ether methacrylate, Mn=2080) to different mole ratios of mono-carboxylic acid(AA : Acylic acid). The mole ratios of AA were 2, 3, 4. To investigate effects of PC-type co-polymers on the hydration of cement, experiments involving FT-IR, XRD, SEM have been analysed with cement paste specimens to 1, 3, 28 day. The hydration reaction rate of cement paste was slightly delayed at 1 day, due to increase in molar ratio of [AA] / [MPEG], it was recovered in the days after.

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양생온도와 재령에 다른 콘크리트의 결합수량과 수산화칼슘의 변화 (A Variation of Non-Evaporable Water and Calcium Hydroxides of Concrete with Various Curing Temperatures and Ages)

  • 이창수;윤인석;이규동
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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    • pp.273-276
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    • 2003
  • The non-evaporable water and calcium hydroxides were measured by TG/DTA for studying the temperature effect on hydration of concrete mixture. The experimental parameters introduced in this study were the curing temperatures, ages and W/C ratios. The mixing temperature was also controlled to improve the efficiency of experimental work. While the mixture cured at high temperature showed the large quantity of non-evaporable water and calcium hydroxides at early age, the production rate of these hydration products was decreased as increasing the curing age, and the quantity of hydration product became smaller than that of the corresponding mixture cured at lower temperature at later age.

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$MgO/H_2O$ 계 화학식 열펌프의 열적 특성에 관한 연구 (A Study on the Thermal Characteristics of a $MgO/H_2O$ Chemical Heat Pump)

  • 권오경;윤재호;김정욱;이진호
    • 설비공학논문집
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    • 제16권1호
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    • pp.34-41
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    • 2004
  • The chemical heat pump based on the Dehydration/Hydration process with a MgO/$H_2O$ system has been researched. The reactor bed could be expected to store the heat around 200∼37$0^{\circ}C$ by the dehydration reaction and to release the heat around 100∼16$0^{\circ}C$ by the hydration reaction under the heat amplification mode operation. The heat output rate of the heat pump system was evaluated using the experimentally determined parameters. The results show that 6∼50 W/kg of heat output and 0.5∼0.8 of heat recovery ratio are attainable. The heat pump will be applicable for a load leveling in a co-generation system by chemical storage of surplus heat at low heat demand and by supplying heat in the peak load period.

강박스 거더교 콘크리트 바닥판에 발생하는 크리프, 건조수축, 수화열에 관한 연구 (A Study on Creep, Drying Shrinkage, Hydration Heat Produced in Concrete Floor Plate of Steel Box Girdler Bridge)

  • 강성후;박선준;김민성
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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    • pp.457-462
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    • 2003
  • It studies the non-structural crack factors that are produced in Steel Box Girder Bridge concrete floor plate using analytical method. It mainly studies humidity and design standard of concrete strength. It used MIDAS CIVIL Ver 5.4.0, a general structure analysis program that applies drying shrinkage rate of domestic road bridge design standard and standard value of creep coefficient, CEF-FIP standard equation and ACI standard equation from the aspect of creep, drying shrinkage and hydration heat to see the effect of the two factors on concrete crack and found the following result. The analytical results of this study showed that the initial stress, which was obtained by ACI standard, exceeds the allowable tensile stress between 5 to 18 days. This result means that even if a bridge is designed and constructed according to design standard, the bridge can have cracks due to various variables such as drying shrinkage, hydration heat and creep that produce stress in slab.

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Tricalcium Silicate의 초기수화반응(I) (Early Hydration of Ticalcium Silicate(I))

  • 오희갑;최상흘
    • 한국세라믹학회지
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    • 제23권5호
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    • pp.35-40
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    • 1986
  • The early hydration of tri-calcium silicate $(C_3S)$ with different cooling conditions was studied by varing water/solid ratio and atmosphere. The cooling condition and water/solid ratio affected to the second peak of heat liberation but it had no correlation to the induction period. The $Ca^{2+}$ concentration in the aqueous solution was maximized at the starting point of the second peak of heat liberation but in the $CO_2$ exsistence the $Ca^{2+}$ concentration was low and $SiO_2$ con-centration was increased. The hydration rate of $C_3S$ was so accelerated that the induction period could not appear in the $CO_2$ exsistence.

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Preparation, Reactions and Catalytic Activities of Water Soluble Iridium-Sulfonated Triphenylphosphine Complex

  • 진종식;장원태;양서균;주광석
    • Bulletin of the Korean Chemical Society
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    • 제18권3호
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    • pp.324-327
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    • 1997
  • Water soluble iridium complex, IrCl(CO)(TPPTS)2·χH2O (1) (TPPTS=m-trisulfonated triphenylphosphine) has been prepared from the reaction of a water soluble complex, IrCl(COD)(TPPTS)2·6H2O (COD=l,5-cyclooctadiene) with CO and unambiguously characterized by electronic absorption, 31P NMR, 13C NMR and IR spectral data. Complex 1 catalyzes the hydration of terminal alkynes to give ketones in aqueous solutions at room temperature. The rate of PhC≡CH hydration dramatically increases with addition of MeOH to the reaction mixture in H2O, which is understood in terms of i) the excellent miscibility between H2O and MeOH and ii) the assumed catalytic hydration pathway involving the initial formation of (alkyne)IrCl(CO)(TPPTS)2.

황산염나트륨 자극제를 사용한 플라이 애쉬 혼입 시멘트 페이스트의 초기 수화 특성에 관한 기초적 연구 (A Study on Sodium Sulfate Activited the Hydration Properties of Fly Ash-cement Paste)

  • 왕자호;순양;이한승
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2021년도 봄 학술논문 발표대회
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    • pp.129-130
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    • 2021
  • In order to solve the problem of low early-age compressive strength of high volume fly ash concrete. This paper studies the effect of 2% sodium sulfate (Na2SO4) as a chemical activator on the paste with 40% fly ash content and a water-binder ratio of 0.30. The results indicate that the addition of Na2SO4 can effectively improve the early-age compressive strength of the fly ash-cement system, and the strength improvement rate on the first day reached nearly 70%. In addition, calorimetric analysis reveals that the incorporation of Na2SO4 promotes the early hydration of cement and fly ash, increases the cumulative hydration heat and delays the heat peak of the aluminum phase.

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Solid-state NMR Studies of Phenethyl Sulfonic Acid-functionalized MCM-41

  • Chul Kim
    • 대한화학회지
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    • 제68권2호
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    • pp.74-81
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    • 2024
  • A sulfonic acid-water-silanol system in SO3H-functionalized MCM-41 was investigated using solid-state nuclear magnetic resonance techniques. The proton exchange rate between a water molecule and a silanol group in the S-PE-MCM-41 was determined by analyzing the 1D proton spectra, the proton EXSY spectrum, and 2H spin-lattice relaxation data under various hydration levels. Two kinds of water-bounding sites were found in the S-PE-MCM-41: weakly and strongly bound sites. Over several hours, water molecules bound to the weakly bound sites at the low hydration level migrated to the strongly bound sites. At high temperature, the S-PE-MCM-41 easily lost water molecules weakly bound to the silanol, while the strongly bound water molecules survived. Water molecules that participated in the hydration of the phenethyl sulfonate were involved in the hydrogenbonded silanol mechanism of proton conductivity. This phenomenon contributes higher proton conductivity to the S-PE-MCM-41 by the cooperation of sulfonyl and silanol groups in the proton transfer process, even at higher temperature.

Study on the Retarding Mechanism and Strength Loss of Gypsum from Hydrolyzed Wheat Protein Retarder

  • Ding, Yi;Fang, Youchun;Fang, Hui;Zhang, Qicai;Zhang, Fengjun;Oh, Won-Chun
    • 한국세라믹학회지
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    • 제52권1호
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    • pp.28-32
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    • 2015
  • In this article, the influence of a hydrolyzed wheat protein retarder on the hydration process, ion concentration in liquid phase, degree of supersaturation, and crystal morphology of plaster was investigated. Furthermore, the retarding mechanism and the strength loss of gypsum were also studied by scanning electron microscopy (SEM). The results indicate that the use of the hydrolyzed wheat protein retarder for plaster achieved a better retarding effect and lower strength loss. The combination of gypsum plaster with the retarder not only decreased the plaster's early hydration rate and prolonged its setting time efficiently, but also militated against the crystal morphology of dihydrate gypsum. For example, the crystal dimensions changed little, but the proportion of needle-shaped crystals decreased. Combination with calcium ions on the surface of dihydrate gypsum crystal nuclei may form a chemisorbed layer, reduce the surface energy of the crystal nuclei, and inhibit the growth of the crystal nuclei of dihydrate gypsum. Consequently, the hydration process of building gypsum becomes greatly extended and is slowed down significantly.