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Fluidity and Setting Properties of Cement Paste by Adding of Fluoro Anhydrite and Fly Ash (불산 무수석고와 플라이 애쉬를 첨가한 시멘트 페이스트의 유동성 및 응결특성)

  • 노재성;김도수;홍성수;임계규;임헌성
    • Journal of the Korean Ceramic Society
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    • v.34 no.12
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    • pp.1261-1267
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    • 1997
  • Four kids of powder admixtures(A, B, C, D) based on anhydrite were manufactured by mixing at a fixed rate of II-anhydrite, fly ash and active silica as an industrial by-product. Fluidity properties of cement paste such as mini-slump, apparent viscosity with elapsed time, as well as setting time of cement pastes of these admixtures substituted up to 11wt% of cement were compared to those of cement paste(SS) substisuted by marketed high-strength powder admixture(S). Among these powder admixtures, the fluidity of cement pastes(PA, PC) substituted by A and C powder admixtures manufactured from II-anhydrite and fly ash had an excellent property than that of cement paste substituted by marketed powder admixture and also a good fluidity-retention effect with elapsed time by adding of superplasticizer. The setting time of cement paste substituted by powder admixtures based on anhydrite slightly retarded than that of cement paste substituted by marketed powder admixture.

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Fabrication of Light Aggregates Using the Fly Ash-Clay Slurry

  • Seunggu Kang;Lee, Kigang;Kim, Jungwan
    • Proceedings of the Korea Association of Crystal Growth Conference
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    • 1998.06a
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    • pp.81-86
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    • 1998
  • The light aggregates were fabricated by sintering green bodies made form the fly ash-clay alip. The content of fly ashes in the slip could be increased up to 70wt.% due to controlled rheological behavior of the slip, and the green body of uniform microstructure could be obtained by DCC(Direct Coagulation Casting)method. The apparent density, microstructure and compressive strength for sintered bodies fired at 1100∼1200$^{\circ}C$ were evaluated. The properties of light aggregates fabricated depend on slip density, particle behavior in the slip and sintering conditions. The sintered body prepared by firing a green body made from slip of density 1.60 at 1150$^{\circ}C$/2hr satisfied conditions of a light aggregate as apparent density of 1.49${\pm}$0.02 and compressive strength of 584${\pm}$62kg/$\textrm{cm}^2$.

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Removal of Cl from the Incineration Ash of Domestic Municipal Solid Waste

  • Han, Gi-Chun;Kim, Hyung-Seok;Ahn, Ji-Whan;Kim, Hwan
    • Proceedings of the IEEK Conference
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    • 2001.10a
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    • pp.628-632
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    • 2001
  • The removal rate of Cl from municipal solid waste incineration(MSWI) ash(bottom ash and fly ash) by washing was investigated. The Cl contents in the bottom ash and fly ash were 2.6-3.0% and 25-30% respectively, and KCl, NaCl, CaCIOH and friedel's salt were main components. From the results on the effects of washing time and temperature, the Cl contents in the bottom ash and fly ash were decreased up to 0.3% and 2.0% respectively by using of water as a solvent within 30 min at 2$0^{\circ}C$, 300 rpm of agitation speed and 10 of liquid/solid ratio. It is expected that the removal of Cl from the incineration ash by washing could make use of the ash for a cement raw material and so on.

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An Experimental Study on the Carbonation of concrete using various Admixture Additives (각종 혼합재를 첨가한 콘크리트의 중성화에 관한 실험적 연구)

  • 최광윤;배수환;장재동;이도헌;윤재환
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.05a
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    • pp.787-792
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    • 2003
  • The purpose of this study is to suggest the fundamental data of durability which effects on the Carbonation of concrete by adding various admixture additives. Thus, We have experimented the accelerated test on the concrete blending which was admixed by blast furnace slag, fly-ash, silica fume , durability amelioration and it was cured 7weeks after twenty eight days water curing. The result of this experiment is that Carbonation speed increased extremely when water cement ratio went up, and by growing of replace cement ratio of admixture additives. The specimen which was added fly-ash, blast furnace slag, silica fume has the faster Carbonation speed than the specimen which was not added admixture additives. All of these specimen, fly-ash has the fastest progress speed.

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Effect on the Corrosion of Steel by Unburnt Carbon in Fly Ash Cement Mortar (미연탄소분이 플라이 애시 시멘트 모르타르 내 철근의 부식에 미치는 영향)

  • Ha, Tae-Hyun;Bae, Jeong-Hyo;Kim, Dae-Kyeong;Lee, Hyun-Goo;Ha, Yoon-Cheol
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.56 no.2
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    • pp.338-342
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    • 2007
  • The increase of activated carbon contents in fly ashes accelerate the corrosion of steel embedded in ordinary portland cement(OPC) mortar. Cement losses its identity of colour when the % of carbon is increased. More than 60[%] area was rusted when carbon content is increased beyond 8[%] for the exposure period of one year. Comparable corrosion rate with OPC was obtained up to 6[%] carbon level only. The tolerable limit of replacement for various admixed carbon system under aggressive alternate wetting and drying condition with 3[%] NaCl was found to be 6 to 8[%].

An Active Forward Fly-back Balancing Circuit for Series Connected Supercapacitors

  • Hussain, Asif;Lee, Hak-Jun;Sul, Seung-Ki
    • Proceedings of the KIPE Conference
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    • 2010.07a
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    • pp.228-229
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    • 2010
  • This paper presents an active voltage balancing approach using a forward fly-back power converter. In the proposed balancing scheme, cell with the higher voltage is selected to extract the extra energy and then a proportion of this extracted energy is distributed to other supercapacitors via the proposed circuit. A system structure consisting of five supercapacitors is built up to verify operation of the proposed scheme.

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A Comparison of the Moving Time about Gantry (겐트리에 대한 구동 시간의 비교)

  • Kim, Soon Ho;Kim, Chi Su
    • KIPS Transactions on Software and Data Engineering
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    • v.6 no.3
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    • pp.135-140
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    • 2017
  • SMT is an equipment that picks up electronic components and does precise placing onto PCBs. In order to do this, it stops in front of a camera installed in the middle to go over vision inspection. And after that it is move for placing. In this paper, We compared to the method of the placing after inspect to the stoped component and the moving component in front of the camera. As a result, This paper shows that the time efficiency of the fly-motion was increased by 9 percent than the stop-motion.

Quality Characteristic of lightweight aggregate using sewage sludge and fly-ash for non-structural concrete under different condition (소성조건 변화에 따른 하수슬러지와 석탄회를 이용한 비구조용 경량골재의 품질 특성)

  • Kim, Dug-Mo;Mun, Kyoung-Ju;Soh, Yang-Seob
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.11a
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    • pp.201-204
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    • 2004
  • The purpose of this study is recycling of sewage sludge and fly-ash. In this experiment, green aggregates, which is a mixture of sewage sludge and clay and fly-ash, with different content of sewage sludge (up to $80wt\%$). Then they were burned in different soak temperatures from $1190^{\circ}C\;to\;1290^{\circ}C$ with changed soak time and heating rate at 5, 7, 10 minutes and $20^{\circ}C/min$, $30^{\circ}C/min$ respectively in order to produce lightweight aggregate (LWA). Data of both experiment series were generated to evaluate the quality of LWA as well as the relationship between burning condition and product's quality.

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Temperature History of Mock-up Mass Concrete Considering Different Heat Generation Due to Mixture Adjustment (수화발열량이 다른 콘크리트조합 모의부재 매스콘크리트의 온도이력 특성)

  • Kim Jong;Jeon Chung-Keun;Shin Dong-An;Yoon Gi-Won;Oh Seon-Kyo;Han Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2005.05a
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    • pp.9-12
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    • 2005
  • This paper investigated the temperature history of mass concrete mock up structure considering different heat generation by varying with mixture proportion. Setting time difference between high early strength mixture (E-P) and retarding mixture (R-F30) was 14.5hours. Incorporation of $30\%$ of fly ash contributed to $10^{\circ}C$ of hydration heat reduction. In generally used C and D combination, bottom concrete shows earlier hydration, while E-J combination showed reverse tendency and thus, this method can reduce the crack occurrence. Therefore, heat generation difference method has beneficial effect on reducing crack induced by hydration heat resulting from heat generation difference between surface and center section.

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A Study on Drying Shrinkage of the High-Strength Concrete using the Garnet (가네트를 활용한 고강도 콘크리트의 건조수축 특성 연구)

  • Jang Ju-Young;Yoon Yo-Hyun;Park Jung-Min;Kim Wha-Jung
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.05a
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    • pp.676-679
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    • 2004
  • In this study, we considered the characteristic of drying shrinkage from age of high strength concrete with garnet minute powder to be industry by-product. The factors of experiment are unit water content$(160kg/m^3)$, water-binder ratio(30, $35\%$), fine aggregate ratio(40, 42, $44\%$), admixture replacement ratio(0, 10, $20\%$), admixture type(garnet minute powder, fly ash, blast-furnace slag). We make a comparative study of shrinkage about concrete with a passage of age(1, 3, 7, 14, 28, 56, 91 days). As a result of experiment, we reach a conclusion as follow. In the same mix condition, as unit water content and fine aggregate ratio go up, the drying shrinkage ratio increase. In the drying shrinkage ratio according to admixture replacement ratio, it goes up when admixture replacement Ratio increase in case of fly ash and blast-furnace slag. But, drying shrinkage ratio decrease when admixture replacement ratio increase in case of garnet minute powder.

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