• Title/Summary/Keyword: waste powder

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A Study on the Properties of Waste Gas Reduction in the Photocatalytic Cement (광촉매시멘트의 배기가스 저감 특성에 관한 연구)

  • 이원암;양진;유재상;이종열
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.05a
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    • pp.355-360
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    • 2003
  • Recently, a cement plays an important roll in the materials field. So, in this research we would like to study on the properties of waste gas reduction in the photocatalytic cement. The fundamental phenomena of waste gas reduction in the photocatalytic cement were observed by the NOx analyzer with reaction chamber, UV Lamp, MFC, and humidity control bath. As a result of this study, the photocatalytic cement used photocatalytic powder, admixture and other materials can obtain NOx gas reduction and its photocatalytic efficiency. Developing for the photocatalytic cement, we need a various study.

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Influence of Replacement Ratio of Wasted Refractory Powder on the Properties of Mortar using Blast Furnace Slag and Recycled Aaggregate (폐내화물 미분말 치환율이 고로슬래그 미분말과 순환골재 사용 모르타르의 품질에 미치는 영향)

  • Song, Yuan-Lou;Baek, Cheol;Kim, Min-Sang;Lee, Jea-Hyeon;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2016.05a
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    • pp.38-39
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    • 2016
  • In this research, the possibility of wasted refractory powder pulverized from refractory block as an expansive admixture and additional alkaline stimulant for class two and three blast furnace slag cements (BSC) was assessed with its high content of free CaO or free MgO. As the replacement ratios of wasted refractory powder and blast furnace slag were increased, flow and air content were decreased, while unit volume weight was increased under same conditions. Compressive strength of mortar was increased with increased replacement ratio of wasted refractory powder, especially, in the case of class three BSC, the highest compressive strength was obtained when wasted refractory powder was replaced 10 %.

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Experimental Study on Fire Resistant Capacity and Thermal Conduction of Construction Material Using the Circulation Resources (폐콘크리트 순환자원을 이용한 건설재료의 화재내력 및 단열성에 관한 실험적 연구)

  • Choi, Jea-Nam;Hong, Se-Hwa;Son, Ki-Sang
    • Journal of the Korea Safety Management & Science
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    • v.12 no.3
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    • pp.121-128
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    • 2010
  • This is to show some basic data for introducing both circulated aggregate and recycled powder producing waste concrete. Standard-mixing design for 24MPa has been basically used and added and replaced normal aggregate with recycled powder made of waste concrete. In addition, polycarboxylate high-range water reducing agent has been used because recycled powder is missing adhesive strength and it is not compare with cement's adhesive strength. Compressive strength with powder mixture of 2%, 4%, 6%, 8%, and 10% has been decreased down to 80% of normal concrete material strength without recycled powder mixture. $200^{\circ}C$, $400^{\circ}C$ and $600^{\circ}C$ heated concrete were compressively tested in order to find out concrete strength resistant to high temperature. heat capacity was also tested, based on the expectancy of its low conductivity. In addition, thermal conduction test was tested in order to find out concrete insulation. According to this test, when concrete was tested by fire resistance, it using the circulation aggregate was same resulted by concrete using the natural aggregate. also, recycle powder was not effecting insulation performance. but it is fit to standard on concrete insulation of building law.

Compressive Strength and Fire Resistance Performance of High Strength Concrete with Recycled Fiber Power from Fiber-Reinforced Plastics (재활용 FRP 미분말을 혼입한 고강도 콘크리트의 압축강도 및 내화성능)

  • Lee, Seung Hee;Park, Jong Won;Yoon, Koo Young
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.17 no.1
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    • pp.46-51
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    • 2014
  • Increasing of waste FRP (fiber reinforced plastics) has caused environmental problems. Recently, the technology of making fibers from waste FRP, which can be used to reinforce the concrete, was developed and the reinforced concretes were tested to study the structural performance. The purpose of this study is to investigate the effect of the powder, obtained together with F-fiber from the waste FRP, on the compressive strength and the fire resistance performance as in the high strength concrete. Strength tests show that the use of recycled FRP powder does not reduce the compressive strength of high strength concrete if the volume fraction of FRP powder is less than 0.7%. Electric furnace test results also show that the use of recycled FRP powder may increase the fire resistance performance of high strength concrete significantly.

Recycling of Waste Barium Hexaferrite Magnets (Barium Hexaferrite 폐자석의 재활용)

  • 박인용
    • Resources Recycling
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    • v.9 no.2
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    • pp.18-25
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    • 2000
  • Magnetic and physical properties of sintered bodies prepare from waste sintered barium hexaferrite magnets which were come from fabrication process of isotropic permanent magnets were investigated. The properties of the sintered bodies were characterized by XRD, XRF, SEM, and BH curve tracer. After the waste permanent magnets were milled and granulated, the granules of the waste permanent magnet powders and the commercial granules were mixed with various proportions, pressed, and sintered. although the magnetic properties were decreased gradually with the content of waste magnet powder, the magnetic characteristics of the sintered magnets at $1150~1200^{\circ}C$ were comparable to those required for isotropic permanent magnets.

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Fabrication of the Cement for the Solidification of the Toxic Waste using Waste Concrete Powder (폐콘크리트 미분말을 이용한 유해 폐기물 고화용 시멘트의 제조)

  • Kim, In-Seob;Won, Jong-Han;Choi, Kwang-Hui;Choi, Sang-Hul;Lee, Jong-Gyu;Sohn, Jin-Gun;Shim, Kwang-Bo
    • Journal of the Korean Ceramic Society
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    • v.39 no.12
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    • pp.1133-1137
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    • 2002
  • The cement for solidification of the toxic waste was fabricated using a mixture of the waste concrete powder and blast furnace slag in the ratio of 1:1 and its hydrate morphology and compressive strength of the sample were evaluated in order to apply to the solidification of the COREX sludge. The X-ray diffraction analysis of the sample which prepared by the addition of 10% Portland cement and hemihydrate showed the presence of $Ca(OH)_2$, ettringite, gel-phase and C-S-H hydrate. Compressive strength of the sample exhibited enough high to use as a solidification cement. The strength of the sample was over 140 kgf/$m^2$ in 7 days in case of solidification of the COREX sludge and the sample possess sufficient morphology for the solidification and stabilization of the waste sludge.

An Experimental Study on High Strength Concrete Using the LCD Waste Glass Powder (LCD 폐유리 미분말을 사용한 고강도 콘크리트에 관한 실험적 연구)

  • Kim, Byung-Chul;Cha, Tae-Gweon;Jang, Pan-Ki;Kim, Chan-Woo;Jang, Il-Young
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.3 no.4
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    • pp.335-341
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    • 2015
  • Various display devices has been increasing also using waste LCD glass in accordance with the used developed, because circumstances that are most landfill or incineration, are needed research on recycling measure of the using waste LCD glass. Therefore, in this study, to try to assess the basic mechanical properties of concrete mixed with using waste LCD glass micropowder through the room mixed test. According to the study results, the more replacement rate increases, the characteristics of the concrete showed a tendency to decrease slightly. However, according to the small value, it is expected to improve the advanced experimental values by refining the grain size of the materials used to be processed into spheres.

Assessment of compressive strength of cement mortar with glass powder from the early strength

  • Wang, Chien-Chih;Ho, Chun-Ling;Wang, Her-Yung;Tang, Chi
    • Computers and Concrete
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    • v.24 no.2
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    • pp.151-158
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    • 2019
  • The sustainable development principle of replacing natural resources with renewable material is an important research topic. In this study, waste LCD (liquid crystal display) glass powder was used to replace cement (0%, 10%, 20% and 30%) through a volumetric method using three water-binder ratios (0.47, 0.59, and 0.71) to make cement mortar. The compressive strength was tested at the ages of 7, 28, 56 and 91 days. The test results show that the compressive strength increases with age but decreases as the water-binder ratio increases. The compressive strength slightly decreases with an increase in the replacement of LCD glass powder at a curing age of 7 days. However, at a curing age of 91 days, the compressive strength is slightly greater than that for the control group (glass powder is 0%). When the water-binder ratios are 0.47, 0.59 and 0.71, the compressive strength of the various replacements increases by 1.38-1.61 times, 1.56-1.80 times and 1.45-2.20 times, respectively, during the aging process from day 7 to day 91. Furthermore, a prediction model of the compressive strength of a cement mortar with waste LCD glass powder was deduced in this study. According to the comparison between the prediction analysis values and test results, the MAPE (mean absolute percentage error) values of the compressive strength are between 2.79% and 5.29%, and less than 10%. Thus, the analytical model established in this study has a good forecasting accuracy. Therefore, the proposed model can be used as a reliable tool for assessing the design strength of cement mortar from early age test results.

Development of Green Cement Type Grouting Materials with High Toughness and Non-Shrinkage Including Powder of Waste Tire and Resin (분말 폐타이어와 분말 수지를 함유한 환경친화적 고인성 시멘트계 무수축 그라우트재의 개발)

  • Park, Seok-Kyun
    • Journal of the Korea Concrete Institute
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    • v.19 no.5
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    • pp.623-630
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    • 2007
  • Grouting materials are used for the unification of superstructural and substructural body like bridge seat (shoe) or machinery pedestal and e.t.c by filling their intercalary voids. Accordingly, grouting materials have been developed and used mainly with products of high strength because those materials are constructed specially in a part receiving large or impact load. In this situation, the structural body constructed by grouting materials with high stiffness-centered (caused by high strength) products is apt to cause brittle failure when receiving over a limit stress and to cause cracks according to cumulative fatigue by continuous and cyclic load. In addition, grouting materials are apt to cause cracks by using too much rapid hardening agents that give rise to high heat of hydration to maintain high strength at early age. In this study, to overcome these problems, cement type grouting materials including powder of waste tire and resin as elastic materials which aim to be more stable construction and to be improvement of mother-body's unification are developed and endowed with properties of high toughness and high durability add to existing properties of high flowability, non-shrinkage and high strength. Besides, this study contribute to of for green construction materials for being possible recycling industrial waste like waste tire and flyash. On the whole, seven type mixing conditions are tested and investigated to choose the best mixing condition.