• Title/Summary/Keyword: Meta-kaolin

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A Study on the Effect of the Kinds and Replacement Ratios of Mineral Admixtures on the Development of Chloride Invasion Resistance Property of Concrete Immersed in Salt Water (혼화재 종류 및 치환율이 염수에 침지한 콘크리트의 내염성능 향상에 미치는 영향에 관한 연구)

  • Yoo Jae-Kang;Kim Dong-Seuk;Park Sang-Joon;Won Chul
    • Proceedings of the Korean Institute of Building Construction Conference
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    • v.y2004m10
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    • pp.71-76
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    • 2004
  • This paper investigate that the effect of the concrete containing mineral admixtures(pozzolanic materials such as fly-ash, ground granulated blast-furnace slag, silica fume and meta kaolin) on the resistance properties to chloride ion invasion. The purposed testing procedure was applied to the concrete added mineral admixtures for $3\sim4$ replacement ratios under W/B ratios ranged from 0.40 to 0.55. Specimens were immersed in $3.6\%$ NaCl solution for 330 days, and penetration depth, water soluble chloride contents and acid soluble chloride contents were measured in 28, 91, 182 and 330 days. Then, diffusion coefficient were calculated using total chloride contents. As a results. the kinds of mineral admixture and replacement ratios had a great effect on the resistance property of the concrete to chloride ion invasion compared with the plain concrete. And the optimal replacement ratios of mineral admixture had a limitation for each admixtures. The amount of acid soluble chloride ions and water soluble chloride ions were varied with the kinds of mineral admixtures and the penetration depth from the concrete skin. Chloride diffusion coefficient of each concretes decreased with the time elapsed. and the diffusion coefficients of the concrete immersed salt water for 330 days had a establishment with the compressive strength measured before immersing.

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A Study on the Mechanical and Flowing Properties of High-strength Mortar Binding Admixture (고강도 모르타르용 결합재의 유동특성 및 역학특성에 관한 연구)

  • Lee, Sang-Soo;Lee, Yun-Seong;Lee, Kang-Pil
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.4 no.4
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    • pp.105-110
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    • 2009
  • It's important to study about suitable substitutional material of expensive silica fume because it used widely for silica fume as a high-strength mortar binding agent. The main purpose of this study is to check which is the most efficient binder for the expensive silica fume's alternative material. And this study also present basic data about to make high-strength mortar when we use alternative material instead of silica fume through research outcome. Also writers analzed flow properties respectively, so it was founded out the substitutional goods fare like meta-kaolin, HMBA which are less expensive than silica fume because they are in domestic enough.

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Effect of the Kinds and Replacement Ratios of Mineral Admixtures on the Development of Concrete Resistance against the Penetration of Chloride Ions (혼화재 종류 및 치환율이 콘크리트의 내염성능 향상에 미치는 영향에 관한 연구)

  • Kim Young-Jin;Lee Sang-Soo;Kim Dong-Seuk;Yoo Jae-Kang
    • Journal of the Korea Concrete Institute
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    • v.16 no.3 s.81
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    • pp.319-326
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    • 2004
  • This paper investigates the effect of the concrete containing mineral admixtures(pozzolanic materials such as fly-ash, ground granulated blast-furnace slag, silica fume and meta kaolin) on the resistance properties to chloride ion invasion. The purposed testing procedure was applied to the concrete replaced mineral admixtures for 3${\~}$4 replacement ratios under water-binder ratios ranged from 0.40 to 0.55. For the electro-migration test, Tang and Nilsson's method was used to estimate the diffusion coefficient of chloride ion. As a results, the water-binder ratios, kinds of mineral admixtures and replacement ratios, water curing periods had a great effect on the diffusion coefficient of chloride ion, and the optimal replacement ratios had a limitation for each mineral admixtures. Also, the use of mineral admixtures by mass(replacement of OPC) enhance the resistance ability against chloride penetration compared with the plain concrete. The compressive strength was shown related to the diffusion coefficient of chloride ion, the compressive strength increases with the diffusion coefficient of chloride ion decreasing. Below the 50 MPa, the variation of diffusion coefficient of concrete replaced mineral admixtures was bigger than that of plain concrete.

Flexural Behavior of Hwangtoh Concrete Beams with Recycled PET Fiber (재생 PET섬유가 혼입된 황토 콘크리트 보의 휨 거동)

  • Kim, Sung-Bae;Nam, Jin-Won;Yi, Na-Hyun;Kim, Jang-Jay-Ho;Choi, Hong-Shik
    • Journal of the Korea Concrete Institute
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    • v.20 no.5
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    • pp.619-626
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    • 2008
  • There have been numerous studies to develop eco-friendly concrete. The attempt to reduce the amount of cement usage is suggested as one of the solutions for eco-friendly concrete. To reduce the amount of cement usage, the pozzolan-reaction materials such as ground granulated blast furnace slag, fly ash, and meta kaolin are widely used as the mineral admixture. Hwangtoh which deposited broadly in Korea is a well known eco-friendly material and the activated Hwangtoh with pozzolan-reaction can be practically used as a mineral admixture of concrete. Meanwhile, PET fiber made of recycled PET bottle is a type of recycled material, which can be used to control micro cracks in concrete. But the study about concrete mixed with recycled PET fiber is insufficient and the research of Hwangtoh concrete mixed with PET fiber is urgently needed presently. In this study, experiment and analysis flexural behavior of Hwangtoh concrete blended with recycled PET fiber are carried out. The results are discussed in detail.

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.

Microstructural analysis of sintered brick made of recycled wastes (폐기물을 재활용한 소성벽돌의 미세구조 분석)

  • 엄태호;김유택;이기강;강승구;김정환
    • Journal of the Korean Crystal Growth and Crystal Technology
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    • v.13 no.4
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    • pp.199-204
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    • 2003
  • Microstructure and chemical analysis of sintered bricks containing recycled wastes were investigated by SEM and EDS. The recycled wastes for which substitute ceramic raw materials were EAF (electric arc furnace) dust, fly ash and stone ash. Yellowish and brownish regions on the surface and brownish and blackish regions in the inside of bricks were observed. Main component of yellowish region on the surface turned out to be Zn. No chemical difference between the black-core region and brownish matrix. Mullite crystallites of 1 fm size were distributed in the inside of bricks and enclosed by glass phases. It seems that alumine-silicate mixtures of kaolin and fly ash were transformed to mullite crystallites during the sintering. Relatively large pores ot several ten fm size were observed in the black-core region in the inside of bricks. The main components of the inside of brick were Al and Si. The minor components were C, Na, Mg, K, Ca, and Fe. Particularly, the precipitates of Fe-rich crystallites were observed in the amorphous matrix. These precipitates were formed due to the local reduction atmosphere in the inside of bricks. Zn-rich covers were found on the surface of bricks because Zn diffused from the inside of bricks to the surface under the reduction atmosphere.