• Title/Summary/Keyword: 저시멘트

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Nondestructive Evaluation and Microfailure Mechanisms of Single Fibers/Brittle Cement Matrix Composites using Electro-Micromechanical Technique and Acoustic Emission (Electro-Micromechanical 시험법과 Acoustic Emission을 이용한 단섬유/시멘트 복합재료의 미세파괴 메커니즘과 비파괴적 평가)

  • 박종만;이상일;김진원;윤동진
    • Composites Research
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    • v.14 no.3
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    • pp.18-31
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    • 2001
  • Interfacial and microfailure properties of the modified steel, carbon and glass fibers/cement composites were investigated using electro-pullout test under tensile and compressive tests with acoustic emission (AE). The hand-sanded steel composite exhibited higher interfacial shear strength (IFSS) than the untreated and even neoalkoxy zirconate (Zr) treated steel fiber composites. This might be due to the enhanced mechanical interlocking, compared to possible hydrogen or covalent bonds. During curing process, the contact resistivity decreased rapidly at the initial stage and then showed a level-off. Comparing to the untreated case, the contact resistivity of either Zr-treated or hand-sanded steel fiber composites increased to the infinity at latter stage. The number of AE signals of hand-sanded steel fiber composite was much more than those of the untreated and Zr-treated cases due to many interlayer failure signals. AE waveforms for pullout and frictional signals of the hand-sanded composite are larger than those of the untreated case. For dual matrix composite (DMC), AE energy and waveform under compressive loading were much higher and larger than those under tensile loading, due to brittle but well-enduring ceramic nature against compressive stress. Vertical multicrack exhibits fur glass fiber composite under tensile test, whereas buckling failure appeared under compressive loading. Electro-micromechanical technique with AE can be used as an efficient nondestructive (NDT) method to evaluate the interfacial and microfailure mechanisms for conductive fibers/brittle and nontransparent cement composites.

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A Study on Field Application of the Mass Concrete using Hydration Temperature-Reducing Binder - Focused on the Mock-up Test- (수화 온도 저감형 결합재를 이용한 매스콘크리트 현장적용에 관한 연구 -현장 Mock-up Test를 중심으로-)

  • Seo, Il;Kwon, Hae-Won;Park, Hee-Gon;Kim, Yoo-Jin;Kim, Woo-Jae;Lee, Jae-Sam
    • Proceedings of the Korea Concrete Institute Conference
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    • 2010.05a
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    • pp.371-372
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    • 2010
  • This study was a result of mock-up test for the field application which was compared between low heat cement and temperature-reducing binder with the way of temperature crack reduction. The result of mock-up test was shown that the heat of hydration from the low heat cement and the temperature-reducing binder indicated 44 and $54^{\circ}C$ respectively.

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Influence of Various Oxide and Nonoxide Microfillers on the Thermomechanical Properties of Alumina Based Low-Cement-Castables (산화물 및 비산화물 Microfiller의 첨가가 저시멘트 알루미나 캐스타블의 특성에 미치는 영향)

  • 이승재;이상원
    • Journal of the Korean Ceramic Society
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    • v.32 no.9
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    • pp.977-988
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    • 1995
  • Several oxide (ZrO2, Al2TiO5, reactive Al2O3) and nonoxide (SiC, Si3N4, "ALON" (5AlN.9Al2O3)) additives were used as a microfiller for alumina based LCC (Low-Cement-Castable). High temperature prooperties (HMOR, softening under load) and the phase changes of developed LCC on various sintering temperatures were examined. In addition, thermal shock test and corrosion test were accomplished. Based on these data the effects of each microfiller on the properties of LCC were established comparing to those of the commercial LCC with amorphous silica as a microfiller. The castables, containing reactive alumina, ZrO2 and "ALON" (5AlN.9Al2O3) as a first portion, exhibited considerably higher HMOR-values over 100$0^{\circ}C$, better creep behavior, and thermal shock resistance than those of castables with amorphous silica. The LCC with 5% Al2TiO5 showed no corrosion against molten aluminum.nst molten aluminum.

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국내 납석의 수급분석

  • 이경한
    • Mineral and Industry
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    • v.15 no.1
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    • pp.15-24
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    • 2002
  • 납석은 전남 일대를 중심으로 약 5,200만 톤이 부존 되어 있고 매년 약 80-90만 톤씩 생산되고 있어 , 국내 비금속광 중 생산액 순으로 4위 정도를 차지하고 있다. 수요의 대부분은 국내에서 조달하고, 생산량의 약 30% 정도를 수출하고 있지만 최근에는 고품위 광석을 중심으로 수입이 증가하는 추이를 보이고 있다. 방석의 국내 수요도 과거에는 내화벽돌용이 주를 이루었지만 근래에는 유리 장성유용이 가장 큰 시장역할을 하는 것으로 변모하였다. 물량만으로는 시멘트 부원료용이 가장 많지만 가격이 낮아 시장규모는 별로 크지 못하다. 시장가격을 기준으로 추정한 국내 납석시장의 규모는 수출시장을 포함할 경우 200억 원 규모이지만 소수의 상위 생산광산에서 주요한 시장을 차지하고 있어 다수의 소규모 광산들은 약 40억원 정도의 시장을 두고 경쟁하고 있다. 납석은 저가 광물인 만큼 고부가가치화를 시키려는 노력이 필요하며, 다량 부존되어 있는 저품위광을 활용하기 위한 노력과 다른 비금속광물과의 경쟁력을 지닐 수 있도록 분체물을 처리하는 분야의 연구 역시 필요할 것이다.

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The characteristics of Low Blaine Cement (저 분말도 포틀랜드 시멘트의 특성)

  • 김재영;전준영;송종택
    • Proceedings of the Korea Concrete Institute Conference
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    • 1998.10c
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    • pp.13-18
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    • 1998
  • This experiments carried out in order to investigate decreasing of the hydration heat and physical characteristics of the low blaine OPC. The experiments results indicated hydration heat was reduced by about 15% in th low blaine OPC(2300$\textrm{cm}^2$/g). The Mini-slump value of the cement paste was significantly increased and viscosity of one was decreased as blaine value in OPC decrease.

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The Characteristics of Blastfurnace Slag Blended Cement with Low Blaine Slag Powder (저 분말도 슬래그를 사용한 슬래그 시멘트의 특성)

  • 변승호;최현국;김재영;송종택
    • Proceedings of the Korea Concrete Institute Conference
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    • 1998.10c
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    • pp.19-24
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    • 1998
  • In this study, blended cement with low blaine(2000, 3000$\textrm{cm}^2$/g) blast-furnace slag power by 10-70wt.% was investigated through the measurement hydration heat, physical properties. The experiment results indicated compressive strength was decreased as low blaine slag blended, but hydration heat was reduced significantly and flow of the cement paste was increased.

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An Experimental Study on the Resistance of Low-Heat Cement Mortar in Chemical Attack (저발열시멘트 모르터의 호학저항성에 대한 실험적 연구)

  • 문한영;신화철;김성수;강석화
    • Proceedings of the Korea Concrete Institute Conference
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    • 1998.04a
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    • pp.183-186
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    • 1998
  • This paper deals with 28, 56, 91 days age compressive strength and ratio of weight when OPC and Low-Heat cement mortar immersed in chemical solution. As a result of experiment, the resistance of Low-Heat Cement motar in chemical attack is more effective than that of OPC, because of lower $C_3$A content and Pozzolanic reactions. Especially in long term age compressive strength, Low-Heat cement mortar shows higher strength in all kind of chemical solution compared with compressive strength of OPC motar.

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A Study on the Properties of Low-Heat Cement Concrete (저발열시멘트 콘크리트의 기초적 성질에 대한 연구)

  • 문한영;김성수;신화철;강석화
    • Proceedings of the Korea Concrete Institute Conference
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    • 1997.10a
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    • pp.57-60
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    • 1997
  • The properties of Low-heat cement are especially in lower heat of hydration than that of other types of cement. In other respect, Low-heat concrete is more advantageous than OPC concrete in chemical resistance, long term age compressive strength, slump loss and resistance to seawater. This paper deals with 28 days age compressive strength and slump loss by elapsed time of mortar and concrete that made with Low-heat cement and 3 types of other cement.

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Properties of Low-heat Cement and Concrete (저발열 시멘트 및 콘크리트의 특성)

  • Noh, Jae-Ho;Park, Yon-Dong;Song, Yong-Soon;Kim, Hoon;Kang, Suck-Hwa
    • Proceedings of the Korea Concrete Institute Conference
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    • 1996.10a
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    • pp.345-351
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    • 1996
  • The study on the properties of low-heat cement that hear of hydration is relatively lower than that of ordinary portland cement and concrete made of this low-hear cement has been performed to test the hear of hydration and compressive strength, chemical resistance of concrete using low-hear cement to compare with concrete using other several typers of cements.

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An Experimental Study on the Evaluation of Hydration Heat of Low Heat Concrete (in case of Belite rich Cement) (저발열 콘크리트 수화열 평가의 실험적 연구 (Belite rich 시멘트 중심))

  • 현석훈;박춘근;신영인;김용호
    • Proceedings of the Korea Concrete Institute Conference
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    • 1996.10a
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    • pp.352-357
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    • 1996
  • In hardening massive concrete, the heat of hydation gives rise to considerable thermal gradientsand thermal stresses, which might cause early age cracking. This paper deals with the results of evaluation of hydration heat of low hear concrete, using Belite rich cement (low heat cement) and compared with OPC, slag added cement and fly ash addedcement. Result of evaluation of hydration are presented in this paper. The concrete made with Belite rich cement gets low temperature of center point and low thermal gradients between surface and center points.

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