• Title/Summary/Keyword: 알루미나 시멘트

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Monitoring of calcium aluminate grout exposed to sea water environment (해수에 노출된 칼슘 알루미나계 그라우트의 기계적 특성 모니터링)

  • Son, Dasom;Jiyoon, Park;Chongku Yi
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.11a
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    • pp.183-184
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    • 2023
  • Considering the actual marine environment construction, this paper monitors the mechanical properties (Flexural, Compressive strength) by exposing alumina cement to seawater. As a result of the experiment, it was confirmed that the strength decreases by about -25% when curing in seawater, but the target strength of the product is met, so it is believed that exposure to the actual marine environment will not be significantly affected.

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Quantitative Analysis of Rietveld Method Minerals by Sintering Temperature of Cement Clinkers with Fly Ash (리트벨트법에 의한 석탄재를 적용한 시멘트 클링커의 소성 온도별 광물 정량분석)

  • Yoo, Dong-Woo;Im, Young-Jin;Park, Tae-Gyun;Lee, Chang-Hyun
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.8 no.4
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    • pp.514-519
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    • 2020
  • In this study, cement clinkers were sintered at each temperature by replacing some of the clay components of cement clinkers with coal materials. The mineral phase change of sintered cement clinker was quantitatively analyzed by XRD-Rietveld method. As the sintering temperature of cement clinker increased, the amount of belite decreased, the amount of alite increased, and the amount of free-CaO decreased. The form of alite and belite could be distinguished at sintering temperature of 1450℃ or higher. The crystal size was greatly increased at 1500℃ sintering. It was confirmed that the excessive sintering was progressed. Free-CaO decreased with the increase of sintering temperature. At 1450 ℃ or higher, it was less than 0.5%. In 1450℃ or greater, it is determined that enough sintering is included. Therefore, the application of fly ash as a raw material of cement clinker was judged to be usable as a source of chemical components of alumina and iron raw materials.

A Study on Changes in High-Temperature Microstructure of Coal Ash Applied as Cement Clinker Raw Material (시멘트 클링커 원료로서 적용한 석탄재의 고온 미세구조 변화 고찰)

  • Yoo, Dong-Woo;Im, Young-Jin;Kwon, Sung-Ku;Lee, Seok-Je
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.10 no.3
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    • pp.211-218
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    • 2022
  • Coal ash is being considered as a source of silica and alumina for cement clinker. The purpose of this study was to investigate the effect on cement clinker sintering by confirming the high-temperature microstructural change according to the firing temperature in the cement clinker sintering process of coal ash. In the coal ash used as a raw material for cement clinker, the shape change of the particle surface was confirmed from the sintering tem perature of 950 ℃. The shape of the coal ash disappeared from the sintering temperature higher than 1250 ℃. It was confirmed that the Al and Fe components of the coal ash were converted to the cement interstitial phase at a temperature higher than 1350 ℃. In addition, the clinker using a large amount of coal ash as a raw material showed a low content of Lime and a high content of Belite in the sintering tem perature range of 1150~1200 ℃. From this, it was confirmed that the formation of calcium silicate mineral proceeds more easily at the initial sintering temperature by the application of coal ash.

The Effect of Addition of Blast-furnace Slag Powder and Limestone powder on Shotcrete Binder with Calcium Aluminate Accelerator (고로슬래그 분말 및 석회석 분말이 시멘트 광물계 급결제를 사용한 숏크리트 결합재 물성에 미치는 영향)

  • Kang, ong-Hee;Kim, Gyu-Yong;Choi, Jae-Won;Koo, Kyung-Mo;Hwang, Bong-Choon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.24 no.2
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    • pp.86-93
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    • 2020
  • Shotcrete concrete is generally used in the form of ready-mixed concrete products using type I ordinary portland cement(hereinafter referred to as OPC) and about 5% of accelerator mixed separately in the field. In this study, we tested the effect of addition of slag powder(SP) and limestone powder(LSP) on a penetration resistance, compressive strength of binder for shotcrete using calcium aluminate type accerlerator. And we analysed hydrates and pore structure effects on mortar performance. In the future, it is expected to be useful for manufacturing optimized composite cement as a binder for shotcrete.

Pretreatment for Recycling of Domestic Aluminum Dross (국내 알루미늄 드로스의 처리공정에 관한 연구)

  • 박형규;이후인;김준수;윤의박
    • Resources Recycling
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    • v.5 no.1
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    • pp.14-20
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    • 1996
  • For recycl~ng alumhx~rn dross, the cbaraclcrislics of dross and ils reutll~zalin~af~te r plocsssing should he considered. Nurn~llumd ross was classified according to iB sire in this shldy. Tbe dross larger Illan 3001~1w as directly re-meltcd to recover aluminum, and the s~nallerd ~ossw as leachcd and riln~tedl o scparalc 111s eri~lerls alt and to oxidize the rnelals contained in the dross. As a rcwlt, amount of the dross uscd lo be dircarded ahcr processing could hc reduced Also, lhc chem~cal culnposit~ons of a domzstic alumlnum dross and the changes in con~posilii~ndsu ring processings were investigated. and Cound that most mctaU'ic aluminum in the dross was changed inlu alu~n~numox ide lhruugli the roasting. Tile processed dross would he ulillzed for malerials such as alumina, alumma cemenl or tilcs.

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Economic Analysis with Development of Rapid Setting Alumina-based Binder for Road Repair (알루미나계열 속경성 도로 보수재료 개발에 따른 경제성 분석)

  • Yang, Hee-Jun;Yang, Min-Jae;Hong, Sung-In;Ann, Ki-Yong
    • Journal of the Korea Concrete Institute
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    • v.29 no.1
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    • pp.3-10
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    • 2017
  • In case of Korea highways, about 60% of highways are paved by concrete and more than 50% of them were repaired due to reduction in required performance such as damage in pave or joint and delamination of cover pavement. However, repairing old material in such structure generally costs a lot of money and induces difficulty in maintenance. Thus, enhanced material for ensuring economic efficiency should be developed. The present study designed concrete mixtures with 3 levels of replacement using OPC (0, 10, 20%) in calcium aluminate cement and to evaluate material performance for load pavement, experimental works for setting time, compressive strength and flexural strength were carried out on those materials. As a result, 20% replacement for OPC was determined as an optimized material in terms of required physical performance and its unit price. Moreover, to determine cost in load pavement economy analysis using a program (CA4PRS) was conducted with widely used paving materials. Result showed that application for 20% replacement for OPC was the most efficient in economical aspect, arising from 4.052 and 1.577 billion won for total construction and user cost, respectively.

A Fundamental Study on Nano-cement by Chemical Synthesis (화학적 방법에 의한 나노시멘트 개발에 관한 기초 연구)

  • Jo, Byung-Wan;Kang, Seok-Won;Yoon, Kwang-Won;Choi, Ji-Sun
    • Journal of the Korea Concrete Institute
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    • v.21 no.6
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    • pp.713-718
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    • 2009
  • Advanced industries-IT, BT, NT and ET are rapidly developing in 21 century. And the cement industry is becoming the principal factor in air pollution because of the creation of $CO_2$ during manufacturing. Also, the cement industry will be faced with a crisis due to the exhaustion of natural resources. In this study, nano cement by Bottom-up method of a chemical synthesis was developed. The generation of $CO_2$ during the plasticization process of cement manufacturing was avoided. The purpose was to produce building materials that have both high strength and durability as the high value-added growth engine industry of the 21 century. The nano cement was developed using hydrothermal synthesis. This is a method of mixing after ripening, by manufacturing the high density gel and low gel, which does not require special test equipment or pressure conditions to produce. Particle size, SEM, EDX, and porosity tests were conducted. This study investigated the compressive strength of concrete with various compositions. Specimens were tested for compressive strength at 3, 7, 14 and 28 days. The medium-sized (50% by weight) cement particles created by chemical synthesis were less than 168 nm. The compressive strength of the mortar prepared using this cement was 53.9 MPa. But it was judged that succeeding study will be necessary for development of nano building materials with high ability and economical analysis.

A Study on the Phase Change and Microstructure Change According to the Sintering Temperature of Cement Clinker Applied with Coal Ash (석탄재를 적용한 시멘트 클링커의 소성온도에 따른 상변화 및 미세구조 변화 고찰)

  • Yoo, Dong-Woo;Im, Young-Jin;Choi, Sang-Min;Lee, Chang-Hyun
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.9 no.4
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    • pp.553-560
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    • 2021
  • In this study, cement clinker using a pure sample and clinker using 7% coal ash were sintered at a temperature of 1050~1500℃. Changes in the content of cement minerals and changes in microstructure by sintering temperature were reviewed. The application of coal ash as a raw material for cement clinker was applicable as a source of Al2O3 and SiO2. At a sintering temperature of 1350℃ or higher, the cement clinker applied with coal ash showed the same level of mineral content as compared to the cement clinker applied with pure raw material. The microstructure also showed a similar state, confirming that coal ash can be used as a raw material for cement. In XRD-Reitveld analysis, a maximum amount of Belite was produced at 1250℃. The conversion from Belite to Alite was observed from 1350℃. From 1350℃, the interstitial phase and the mineral phase presumed to be alite were distinguished. It was clearly distinguished from 1400℃. As the sintering temperature increased, the shape and boundary of the crystal phase became clear, and the size of the crystal phase was also increased.

The Effect of Blaine and SO3 Contents of OPC on Shotcrete Binder with Calcium Aluminate Accelerator (OPC의 분말도 및 SO3 함량이 시멘트 광물계 급결제를 사용한 숏크리트 결합재 물성에 미치는 영향)

  • Kang, Bong-Hee;Kim, Gyu-Yong;Choi, Jae-Won;Koo, Kyung-Mo;Hwang, Bong-Choon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.24 no.2
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    • pp.78-85
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    • 2020
  • Shotcrete concrete is generally used in the form of ready-mixed concrete products using type I ordinary portland cement(hereinafter referred to as OPC) and about 5% of accelerator mixed separately in the field. In this study, we tested the effect of OPC fineness and SO3 content on a penetration resistance, compressive strength of binder for shotcrete using calcium aluminate type accerlerator. And we analysed hydrates and pore structure effects on mortar performance. In the future, it is expected to be useful for manufacturing optimized OPC as a binder for shotcrete.

Durability Properties of Ultra Rapid Hardening Mortar Produced with Alumina-based Binder for Repairing Sewage Treatment Pipes (하수관거 보수용 알루미나계 결합재 초속경 모르타르의 내구 특성)

  • Eun-Ho, Kim;Byung-Jae, Lee;Sun-Mok, Lee;Yun-Yong, Kim
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.10 no.4
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    • pp.482-488
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    • 2022
  • In this study, the durability of ultra rapid hardening mortar for sewage pipe was evaluated by type of mortar binder. As a result of analyzing the internal structure for each type of mortar, it was confirmed that Al2(OH)3 was generated in the internal structure of the CAC-based mortar, and its corrosion resistance was superior to that of other types of mortar. As a result of the compressive strength test, OPC had the tsmallest strength, followed by CAC100 > CAC100P > CAC80. This trend was similar to the previous study results. Chloride ion penetration resistance and freeze-thaw test showed similar trends. That is, CAC and C12A7 were better than OPC, and CSA was worse than OPC. This is mostly beacuse of cracks caused by expansion of CSA-based mortar. CAC100P mix showed the best chemical resistance. It is thought that this is because the alumina gel formed inside the mortar and the polymer combine to make the internal structure more dense.