• Title/Summary/Keyword: heat of hydration heat

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Properties of the Active Belite Cement with Slag (슬래그를 혼합한 고온형 벨라이트 시멘트의 특성)

  • 안태호;박동철;심광보;최상홀
    • Journal of the Korean Ceramic Society
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    • v.36 no.6
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    • pp.599-603
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    • 1999
  • In an effort to improve the mechanical properties of the belite cement active belite cement clinker was synthesized. Properties of the clinker were characterized by a XRD, FT-IE optical microscopy and SEM. The additive effects of slag on the hydration properties were investigated by the measurement of compressive strength heat evolution and SEM. The experimental results exhibited that the 3wt% borax was effective in stabilizing $\alpha$'-C2S and the addition of 5wt% anhydrite and 40wt% slag wee effective in the hydration.

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Thermal Stress Analysis and Crack Control on the Heat of Hydration of Mass Concrete (매스콘크리트의 수화열에 관한 해석 및 온도균열 제어방안 연구)

  • 조선규;서석구;홍규선;윤철균
    • Proceedings of the Korea Concrete Institute Conference
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    • 1996.04a
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    • pp.264-269
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    • 1996
  • Thermal cracks are occurred when thermal stress due to the hydration of cement exceeds the tensile strength of concrete. In this study, the thermal stresses are investigated at the massive concrete like an anchorage of suspension bridge. The thermal crack can be controlled by considering the placing height, concrete type, pre-cooling and pipe cooling in the design stage.

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A Study on the Basic Properties of Concrete and Low Heat-Blended Cement with Bottom Ash (바텀애시를 이용한 저발열 혼합시멘트 및 콘크리트의 기초물성에 관한 연구)

  • Kim, Won-Ki;Kim, Hoon-Sang;Kim, Hong-Joo;Lee, Won-Jun;Shin, Jin-Ho
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.685-688
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    • 2008
  • This study has examined the effect of bottom ash(BA) on the properties of low heat-blended cement(LHC) and concrete. A number of binders were prepared by the replacement of LHC with BA in range of 5$^{\sim}$20wt%. The results showed that the final setting time of cement paste were delayed when the BA replaced part of the cement. However, The heat of hydration increased narrowly with adding BA in a early hydration period. The results also showed the inclusion of BA at replacement levels of 5$^{\sim}$10wt% resulted in an increase in compressive strength of the specimens compared with that of the control concrete and improved a resistance of concrete against the sulfate and chlorine ion.

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Strength Properties of Bisphenol A-Type Epoxy-Modified Mortars under Various Curing Conditions (각종 양생조건에 따른 비스페놀 A형 에폭시수지 혼입 모르타르의 강도성상)

  • Kim, Wan-Ki
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2009.11a
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    • pp.55-59
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    • 2009
  • The epoxy resin without hardener can harden by a ring-opening reaction in the presence of the alkalies produced by the hydration of cement in epoxy-modified mortars and concretes. This paper investigates the effect of curing conditions on the strength improvement of polymer-modified mortars using bisphenol A-type epoxy resin without hardener. The polymer-modified mortars using epoxy resin are prepared with various polymer-cement ratios, and subjected to ideal, water, dry and heat cures. In the heat cure, the epoxy-modified mortars are sealed or unsealed with a PVDC (polyvinylidene chloride) film. The epoxy-modified mortars are tested for flexural and compressive strengths at desired curing methods. The microstructures of the epoxy-modified mortars are also observed by scanning electron microscope. The effects of curing conditions on the strength development of the epoxy-modified mortars are examined. From the test results, the marked effectiveness of the heat cure under the PVDC film sealing against the development of the strength of the epoxy-modified mortar without the hardener is recognized. The flexural and compressive strengths of 7-day-90℃ heat-cured, PVDC film-sealed epoxy-modified mortars without hardener reach 7 to 17MPa and 24 to 44MPa respectively, and are two to three times of Unmodified mortar. Such high strength development of the epoxy-modified mortars may be achieved by the dense microstructure formation by cement hydrates and the hardening of the epoxy resin in the mortars.

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Rate Augmentation of Exothermic Hydration in the CaO Packed Bed (CaO 충전층의 수화발열반응 촉진)

  • Chung, Soo-Yull;Kim, Jong-Shik
    • Solar Energy
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    • v.14 no.2
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    • pp.91-101
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    • 1994
  • Heat release characteristics of a CaO packed bed reactor which is used for a chemical heat storage device has been studied. We employed Cu-plate fins to release the heat of reaction of the CaO packed bed inside the reactor fast and effectively. Two-dimensional analysis of unsteady state heat flow inside the bed was performed as a function of time and under various conditions of the Cu-plates. It is noted that the time required to release the heat of reaction with Cu fins is reduced more than twice fast compared to that without Cu fins. That was largely dependent upon the number of Cu-plate, as well.

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A Study on the Heat Storage System for Chemical Heat Pump Using Inorganic Hydrates (II) -Numerical Analysis of Heat Transfer in CaO Hydration Packed Bed- (화학열펌프에 있어서의 무기수화물계 축열시스템에 관한 연구(II) -CaO 수화반응층의 전열해석-)

  • Park, Young-Hae;Chung, Soo-Yull;Kim, Jong-Shik
    • Applied Chemistry for Engineering
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    • v.7 no.3
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    • pp.518-529
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    • 1996
  • To develope chemical heat pump using available energy sources such as solar heat and many kinds of waste thermal energy we have studied the enhancement effect of inserted fins in cylindical packed bed reactor. Two dimensionnal(radial and circumferential) partial differential eqaetions, concerning heat and masstransfer in CaO packed bad, are solved numerically to describe the characteristics of the reaction of fins inserted reactor and heat transfer. The results obtained by numerical analysis about two dimensional profiles of temperature and conversion in the reactant in the packed bed and exothermic heat amount released from the reactor are follows; -. The insertion of fins in reactor can redue the reaction completion time by half. -. The rate of thermochemical reaction depends of the temperature and concentration and it is also governed by the boundary conditions and heat transfer rate in the particle packed bed.

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Synthesis of $CA_2$ -based Clinker by Hydration-Burning Method-II. Hydraulic Properties of the Clinker (수화-소성법에 의한 $CA_2$ 클린커의 합성 -II. 클린커의 수화특성-)

  • 송태웅;한기성
    • Journal of the Korean Ceramic Society
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    • v.27 no.3
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    • pp.383-388
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    • 1990
  • Hydraulic properties of CA2-based clinker synthesized by Hydration-Burning Method was studied by calorimetry, analysis of suspension, thermogravimetry, scanning electron microscopy and X-ray diffractometry. Hydraulic properties of the clinker was so activated that heat of hydration of the clinker evolved faster than that of CA synthesized by conventional method. In suspension of W/C=33, dissolution of the clinker began at nearly same time as that of CA, but precipitation of AH3 and rise of [OH-] occurred fairly faster in the suspension of the clinker than that of CA. From the beginning of hydration, AH3 was produced and became a main phase of the hydrate with minor phase of CAH10 and C2AH8, but C3AH6 was not produced at ambient temperature.

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Effect of the Treated Amounts with Asphalt and Carbon Black on the Early Hydration and the Physical Properties of Portland Cement (Asphalt와 Carbon Black처리양이 포틀랜드 시멘트의 물리적 특성 및 초기수화에 미치는 영향)

  • 홍원표;조헌영;황의환
    • Journal of the Korean Ceramic Society
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    • v.26 no.5
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    • pp.609-616
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    • 1989
  • For the development of high durable portland cement, it was tested that the some physical properties of ordinary portland cements (OPC) treated with 0.3-1.5wt.% asphalt and 0.5-1.0wt.% carbon black. From the results, the contact angles of water against cements treated with more than 0.6wt.% asphalt were increased over 80 degrees, the initial and the final setting times of cement paste were delayed about 20min. according to the every 0.3wt.% increase of asphalt. The first and the second pick heights of the hydration curve of the cement were considerabely decreased and the induction period of that was increased. And so, the cumulative hydration heat of the cement which was treated with 0.6wt.% asphalt and 0.5wt.% carbon black was lower about 10cal/g than that of ordinary portland cement during 42 hydration times.

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The application of hydrated fine MgO particles for flux pinning center in the HTS-BSCCO system

  • 김성환;김철진;정준기;박성창;유재무
    • Progress in Superconductivity
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    • v.3 no.2
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    • pp.188-192
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    • 2002
  • To introduce flux pinning center in HTS-BSCCO system, nano-size MgO particles were uniformly distributed within the Bi-2223 grain by partial hydration of MgO. The existing method MgO doped Bi-2223 used nato-size MgO powders, which resulted in agglomeration during mixing or grain growth during heat-treatment due to the high surface energy of the fine particles. By hydration of the MgO surface, the agglomeration of the MgO powders was avoided and the size of remaining MgO core was controlled by changing hydration medium and time. The thin film obtained by spin coating of (Bi_$1.8/Pb_{0.4}$)$Sr_2$$_{Ca}$$2.2/Cu_3$ $O_{y}$ nitrate solution mixed with hydrated MgO showed the even distribution of nano-size MgO particles in the Bi-2212 grains.s.s.

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Hydration of Supersulphated Slag Cement with $C_4A_3\bar{S}$ type Clinker and Calcined Dolomite as Activator ($C_4A_3\bar{S}$계 클린커 및 하소돌로마이트를 자극제로 한 고환산염 슬라그 시멘트의 수화반응)

  • 박춘근;최상홀
    • Journal of the Korean Ceramic Society
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    • v.22 no.2
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    • pp.33-38
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    • 1985
  • The hydration of supersulphated slag cement which is the mixture of granuloated blast furnace slag anhydrite $C_4A_3$ type clinker and calcined dolomite was studied by X-ray diffraction differential thermal analysis scanning electron microscope observation and measurement of the rate of heat liberation. The main hydrates were ettrigite and C-S-H. This supersulphated slag cement enhanced rapid-hardening and increased in strength at early stage due to the much of ettrigite. Furthermore the hardened cement became stronger due to the C-S-H that was produced from the hydration of the $eta$-$C_2S$ in $C_4A_3$ type clinker and the hydration of the dissolved components from slag at later period.

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