• Title/Summary/Keyword: 포졸란 반응성

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Pozzolan Activity of Heat-treated Dredged Sea Soil (소성된 항만준설토의 포졸란 반응성 분석)

  • Moon, Hoon;Kim, Ji-Hyun;Lee, Jae-Yong;Chung, Chul-Woo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2016.05a
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    • pp.43-44
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    • 2016
  • Large amount of dredged sea soil is produced in southeast seashore region in during harbor maintenance. Disposal of dredged sea soil has become difficult due to the environmental regulation. Therefore, disposal of dredged sea soil method is to landfill. But, the capacity of the landfill limit state and if the size of the dredged sea soil is in the range of silt or clay, it cannot be used as reclamation material because ground subsidence occur. In this study, analyzed the pozzolanic activity of dredged sea soil. Analysis of the results showed a pozzolanic activity of dredged sea soil. In addition, incorporation of heat treated dredged sea soil increase both 28 and 56 day compressive strength of mortar specimen.

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Pozzolanic Properties of Coal Bottom Ash (화력발전소 바닥재의 포졸란 특성)

  • Han, Gi-Chun;Cho, Hee-Chan;Kim, Kwan-Ho;Kim, Jung-Ah;Ahn, Ji-Whan
    • Proceedings of the Korean Institute of Resources Recycling Conference
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    • 2004.05a
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    • pp.155-158
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    • 2004
  • 본 연구에서는 공냉(空冷)된 화력발전소 바닥재의 입도분포, 화학조성, 광물상 등 기초 특성과 압축강도비에 의해 포졸란 반응성을 측정하였다. 바닥재의 주요 성분은 $SiO_2$, $Al_2O_3,\;Fe_2O_3$로 이들의 합계가 91.2wt.%였으며, 주요 광물상은 mullite, quartz, cristobalite, tridymite, hematie 등이었다. 입도별 화학조성 변동은 거의 없었으나, 입도가 커짐에 따라 $SiO_2$는 quartz에서 cristobalite로 존재하는 비율이 증가하였다. 분쇄된 바닥재(blame 비표면적 $7,540cm^2/g$)의 양생 28일에서의 활성도 지수는 101을 나타내었다.

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An Experimental Study on the Pozzolan Reaction of discarded Bentonite by the Cooling Method after Heat Treatment (소성가공한 폐 벤토나이트 분말의 냉각방법에 따른 포졸란 반응성에 관한 실험적 연구)

  • Kim, Hyo-Yeul;Kang, Byeung-Hee
    • Journal of the Korea Institute of Building Construction
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    • v.2 no.3
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    • pp.139-146
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    • 2002
  • As the bentonite is main material to prevent from collapse of drilling hole at underground excavation works, it is increased using quantity on construction industry day by day. But, the discarded bentonite that is over using at underground excavation works is caused various environmental trouble as soil and water pollution est. This study aims to propose a foundamental report for pozzolan reaction of discarded Bentonite powder by heat-treatment and cooling as concrete mineral admixture. To find out pozzolan reaction ability of discarded Bentonite powder by indirect cooling & cooling using of water after heat-treatment, the experiments are excuted Phenolphtalein test, setting test, pH test and the analysis by X-ray diffractor. As a result of this study, discarded Bentonite powder can be utilized as concrete mineral admixture by heat-treatment and especially, pozzolan reaction ability of discarded Bentonite powder is superior to the situation of 50$0^{\circ}C$~$700^{\circ}C$, 60min.

Pozzolanicity of Calcined Sewage Sludge with Calcination and Fineness Conditions (소성조건 및 분말도에 따른 소성하수슬러지(CSS)의 포졸란 특성)

  • So, Hyoung-Seok;So, Seung-Young;Khulgadai, Janchivdorj;Kang, Jae-Hong;Lee, Min-Hi
    • Journal of the Korea Concrete Institute
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    • v.27 no.1
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    • pp.65-73
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    • 2015
  • This study discussed the pozzolanic properties of calcined sewage sludge (CSS) according to calcination and fineness conditions. The chemical and mineralogical analysis of CSS according to calcination temperature and time were carried out and compared with that of the existing pozzolanic materials such as fly-ash, blast furnance slag and meta-kaolin. Various mortars were made by mixing those CSS and $Ca(OH)_2$ (1:1 wt. %), and their compressive strength and hydrates according to experimental factors such as fineness of CSS and curing age were also investigated in detail. The results show clearly the potentiality of calcined sewage sludge (CSS) as an admixture materials in concrete, but the CSS should be controlled by calcination temperature and time, and fineness etc. In this experimental condition, the calcination temperature of $800^{\circ}C$, calcination time of 2 hours and fineness of $5,000cm^2/g$ were optimum conditions in consideration of the mechanical properties and economic efficiency of CSS. The compressive strength of CSS mortars was higher than that of fly-ash mortars and blast furnace slag mortars, especially at the early ages. Then, the utilization of CSS in construction fields was greatly expected.

The Study on the Pozzolanic Reactivity of Rice Straw Ash (소성볏짚의 포졸란 반응성에 관한 연구)

  • Kim, Sung-Hoon;Jeong, Euy-Chang;Kim, Young-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2015.05a
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    • pp.36-37
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    • 2015
  • The purpose of this study is to investigate pozzolanic reactivity of the rice straw ash. This study focused on rice straw ash properties at various burning temperature and duration as a mineral admixture for mortar and concrete, and provide the crystalline state and molecular structure of rice straw ash. X.R.D and N.M.R were performed on rice straw ashes to identify pozzolanic reactivity.

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An Experimental Study on the Creep Behavior and Crack Resistance of Hwang-toh Concrete Mixed with Recycled-PET Fiber (재생 PET 섬유가 혼입된 황토 콘크리트의 크리프 거동과 균열저항성에 관한 실험적 연구)

  • Kim, Sung-Bae;Jay Kim, Jang-Ho;Han, Byung-Goo;Hong, Geon-Ho;Song, Jin-Gyu
    • Journal of the Korea Concrete Institute
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    • v.21 no.3
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    • pp.265-273
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    • 2009
  • There have been numerous studies to develop eco-friendly concrete. The attempt to reduce the amount of cement used is suggested as one of the solutions for eco-friendly concrete. To decrease the usage of cement, the pozzolan reaction materials are used as a mineral admixture. Hwang-toh, which is broadly deposited in Korea is a well known environment friendly material and the activated hwang-toh, which has the property of pozzolan reaction, is alternatively used as a mineral admixture of concrete. The purpose of this study is to investigate the drying shrinkage of hwang-toh concrete mixed with recycled PET fiber. Therefore, drying shrinkage experiments are performed to analyze mechanical property of hwang-toh concrete mixed with recycled PET fiber. Test results showed that the drying shrinkage is controlled by hwang-toh admixture and PET fiber.

Experimental Study on the Properties of Concrete by the Kinds of Admixture and the Replacement Ratios of Activated Hwangtoh (혼화재 종류 및 활성황토 대체율별 콘크리트의 공학적 특성에 관한 실험적 연구)

  • 최희용;김무한;김문한;황혜주;최성우
    • Journal of the Korea Concrete Institute
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    • v.13 no.2
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    • pp.123-129
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    • 2001
  • Pozzolan is to improve the strength and the durability of concrete as a result of the pozzolanic reaction, Broadly speaking, pozzolanic materials can be artificial materials, such as slica fume and fly ash, and natural material, such as rice husk ash, clay, volcanic ash, clayish pozzolan. Hwangtoh is a mineral which belongs to a group of matakaolin, especially halloysite, and the main elements is SiO$_2$, Al$_2$O$_3$, Fe$_2$O$_3$. The purpose of this study is to examine the application of Hwangtoh for the concrete admixtures, the composition of this study is shown as follows. Chapter I is analysis for properties of concrete as the kinds of admixture, and Chapter H is analysis for properties of concrete as the replacement ratio of activated Hwangtoh. As a result of this study, Hwangtoh is found to have high practical use as pozzolanic material, and the pertinent range of replacement ratios of Hwangtoh on cement are 10∼20 %.

The Research on Possibility as Mineral Admixture of Agriculture by-product (농업부산물의 혼화재료로써 사용가능성에 관한 연구)

  • Jeong, Euy-Chang
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2019.05a
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    • pp.178-179
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    • 2019
  • The purpose of this study was to investigate the possibility as mineral admixture of agriculture by-product. XRD and XRF analysis were performed on rice straw ashes at various combustion temperatures to identify chemical compositions. Also to evaluate properties of pozzolanic reaction, pH change method was tested.

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Strength Characteristics of Low Cement Ratio Soil Stabilizer Using Industrial By-products (산업부산물을 이용한 저시멘트계 지반개량재의 강도 특성)

  • Cho Jin-Woo;Lee Yong-Soo;Yu Jun;Kim Sei-Ho
    • Journal of the Korean Geotechnical Society
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    • v.22 no.4
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    • pp.31-39
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    • 2006
  • An experimental investigation was carried out to evaluate the strength characteristics of low cement ratio soil stabilizer. The low cement ratio soil stabilizer has been developed by the replacement of certain part of cement with by-product pozzolanic materials such as blast furnace slag, fly ash, waste gypsum and by using activator. A series of unconfined compressive strength tests were performed to investigate and obtain high-strength composite soil stabilizer with large amounts of blast furnace slag and fly ash. Test results show that there were better properties when blast furnace slag, fly ash, waste gypsum, and activator were added in proper ratio. The replacement of certain part of cement with by-product pozzolanic materials improved the strength and pore structure properties.