• Title/Summary/Keyword: cement pastes

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A Study on the Cementitious Materials as Carbon Capture Materials-Micro-Structure Change by Carbonation Curing (시멘트계 재료의 탄소포집 건설재료로 활용연구 - 탄산화 양생에 의한 미세구조 변화)

  • Moon, Eun-Jin;Kim, Sang Jun;Park, Hong Gi;Choi, Young Cheol
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.22 no.6
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    • pp.123-129
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    • 2018
  • Recently, there has been a growing interest in the study of treatment of $CO_2$ generated by industrial activities and resource recycling of industrial byproducts. The aim of this study is to investigate the applicability of industrial byproducts that can be used as concrete mixed materials by carbonation curing. For this purpose, the physical and chemical changes of the pastes with research cement(RC), blast furnace slag powder (GGBFS) and circulating fluidized bed combustion ashes (CFBC) were evaluated by carbonation curing. XRD and SEM analyzes were performed to investigate micro-structural changes. As a result, it was confirmed that calcium carbonate, which is a reaction product produced by carbonation curing, filled the space inside the paste and formed a dense micro-structure. Also, as the $CO_2$ curing time increased, it was confirmed that calcium carbonate crystals were grown together to form a dense micro-structure.

Investigation on the Characteristics of Interfacial Transition Zone (ITZ) of High-Strength Cement Mortar Incorporating Graphene Oxide (그래핀 옥사이드 혼입 고강도 시멘트 모르타르의 Interfacial Transition Zone (ITZ) 특성에 관한 연구)

  • Im, Su-Min;Cho, Seong-Min;Liu, Jun-Xing;Lim, Seungmin;Bae, Sung-Chul
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.10 no.3
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    • pp.343-350
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    • 2022
  • In recent years, nanomaterials, such as nano-silica, carbon nanotubes, and graphene oxide (GO), have been suggested to improve the properties of the interfacial transition zone (ITZ) between aggregates and cement pastes, which has most adversely affected the strength of quasi-brittle concrete. Among the nanomaterials, GO with superior dispersibility has been reported to be effective in improving the properties of ITZ of normal-strength concrete by forming interfacial chemical bonds with Ca2+ ions abundant in ITZ. In this study, the effect of GO on the properties of ITZ in the high-strength mortar was elucidated by calculating the change in hydration heat release, ITZ thickness, and the porosity around ISO sand, which was obtained with isothermal calorimetry tests and scanning electron microscope image analysis, respectively.

ANTIMICROBIAL EFFECT OF ANTIBIOTICS AND ROOT CANAL CEMENTS ON THE PREDOMINANT PATHOGENIC ANAEROBIC MICROFLORA IN ROOT CANALS (근관내 주요 혐기성 병인균에 대한 수종 항생제와 근관충전용 세멘트의 항균효과에 관한 연구)

  • Bae, Kwang-Shik
    • Restorative Dentistry and Endodontics
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    • v.18 no.2
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    • pp.515-525
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    • 1993
  • The purpose of this study was to evaluate the susceptibility of anaerobic microorganisms to certain antibiotics and root canal cements. Prevotella intermedia(Bacteroides intermedius) ATCC 25611(serotype A), Fusobacterium nucleatum ATCC 25586, Actinomyces viscosus ATCC 15987 which are the predominant pathogenic anaerobes in dental root canals were cultured in BHI for 48 hours(Fig.1). After each $200{\mu}l$ of those broths with microorganisms was streaked on each surface of blood agar plate, 2 to 5 antibiotic discs which are impregnated with Tetrncycline, Erythromycin, Ampicillin, Clindamycin, or Vancomycin were applied on each surface of blood agar plate and cultured for 5 days anaerobically in the anaerobic chamber (Fig.2). 15 antibiotic discs for each kind of antibiotics and each species of microorganisms were tested. Also each kind of root canal cement tubes which include Zinc oxide eugenol cement, Zinc phosphate cement, Calcium hydroxide powder+DD.W., Calcium hydroxide paste(Pulpdent Tempcanal), or Vitapex(Table 1) were applied on the inoculated BAPs after $200{\mu}l$ of each experimental species of microorganisms was streaked on the surface of blood agar plates, and they were cultured for 5 days anaerobically in the anaerobic chamber(Fig.3). The sensitivity(antimicrobial effect) was determined by the diameter of the inhibition zone. The results are as follows: 1. The results of antibiotic susceptibility test(Table 2) 1) All of the tested antibiotics had antimicrobial activity with various degrees. 2) In Prevotella intermedia (old Bacteroides intermedius), the diameter of inhibition zone to Erythromycin($37.87mm{\pm}2.20$) was largest, those to Tetracycline($26.20mm{\pm}2.96$), Vancomycin($21.53mm{\pm}1.96$), Clindamycin($18.73mm{\pm}0.96$) was smaller than former orderly, and That to Ampicillin ($7.87mm{\pm}0.83$) was smallest. 3) In Actinomyces viscosus, the diameter of inhibition zone to Erythromycin($28.73mm{\pm}1.22$) was largest, those to Ampicillin($21.73mm{\pm}1.03$), Clindamycin($21.33mm{\pm}1.59$) was similarly next order, that to Vancomycin($19.00mm{\pm}1.96$) was smaller than Clindamycin, and that to Tetracycline($11.93mm{\pm}0.70$) was smallest. 4) In Fusobacterium nucleatum, the diameter of inhibition zone to Ampicillin($31.07mm{\pm}1.91$) was largest, that to Erythromycin($28.87mm{\pm}0.92$), Clindamycin($20.47mm{\pm}1.51$), Vancomycin ($16.73mm{\pm}0.96$), Tetracycline ($12.13mm{\pm}1.06$) are smaller than former orderly. 2. The results of root canal cements and pastes(Table 3) 1) The external diameter of tube is 4mm, so 4mm of the inhibition zone diameter means non-susceptable. Prevotella intermedia (old Bacteroides intermedius) was non-susceptable to Calcium hydroxide powder+D.D.W., Calcium hydroxide paste(pulpdent Tempcanal), and Actinomyces viscosus was non-susceptable to Zinc phosphate cement, Calcium hydroxide powder + D.D.W., Calcium hydroxide paste(pulpdent Tempcanal). 2) In Prevotella intermedia (old Bacteroides intermedius), the diameter of inhibition zone to Zinc oxide eugenol cement($13.67mm{\pm}3.30$) was largest, that to Vitapex($9.20mm{\pm}2.96$), Zinc phosphate cement($6.13mm{\pm}2.07$) was smaller than former. 3) In Actinomyces viscosus, the diameter of inhibition zone to Zinc oxide eugenol cement($17.40mm{\pm}5.20$) was largest and that to Vitapex($8.80mm{\pm}1.70$) was next order. 4) In Fusobacterium nucleatum, the diameter of inhibition zone to Vitapex($42.33mm{\pm}17.2$) was largest and those to Calcium hydroxide paste(Pulpdent Tempcanal)($14.47mm{\pm}3.72$) and Zinc oxide eugenol cement($8.93mm{\pm}2.71$), Zinc phosphate cement($8.20mm{\pm}2.27$), Calcium hydroxide powder+D.D.W.($5.53mm{\pm}2.10$)was next orderly. And then In Zinc oxide eugenol cement and Zinc phosphate cement group, two of fifteen samples showed no inhibition zone, in Calcium hydroxide powder + D.D.W. group, 8 of 15 samples showed no inhibition zone.

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Permeability and Strength of Cements Exposed to Supercritical CO2 for Varying Periods (초임계 CO2 - 시멘트 반응 전후의 투수율 및 강도 변화)

  • Lee, Hikweon;Kim, Kideok;Kim, Taehee;Kim, Gyo-Won
    • The Journal of Engineering Geology
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    • v.26 no.1
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    • pp.117-128
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    • 2016
  • Chemical reaction tests were performed to assess the properties of hardened specimens of cement pastes (KS-1 Portland and Class G) exposed to supercritical CO2 for 1, 10, and 100 days. After exposure, the samples' measured permeability and strength were compared with values measured for pristine samples. The pristine cements had permeabilities of 0.009~0.025 mD, which increased by one order of magnitude after 100 days of exposure (to 0.11~0.29 mD). The enhancement of permeability is attributed to the stress release experienced by the samples after removal from the pressure vessel after exposure. Despite its enhancement, the measured permeability mostly remained lower than the API (American Petroleum Institute) recommended maximum value of 0.2 mD. The degradation of the cement samples due to exposure to supercritical CO2 led to a layer of altered material advancing inwards from the sample edges. The Vickers hardness in the altered zone was much higher than that in the unaltered zone, possibly owing to the increase in density and the decrease in porosity due to the carbonation that occurred in the altered zone. Hardness close to the edge within the altered zone was found to have decreased significantly, which is attributed to the conversion of C-S-H into less-strong amorphous silica.

Effect of Phosphate-to-binder and Water-to-binder Ratio on Magnesia-potassium Phosphate Cement (마그네시아-인산칼륨 시멘트에 대한 인산염 비 및 물-결합재비의 영향)

  • Lee, Kyung-Ho;Yoon, Hyun-Sub;Yang, Keun-Hyeok
    • Journal of the Korea Concrete Institute
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    • v.29 no.3
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    • pp.275-281
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    • 2017
  • This study examined the effect of water-to-binder ratio (W/B) and phosphate-to-binder ratio (P/B) on the flow, setting time, compressive strength development, and pH variation of magnesium-potassium phosphate composites, MKPC mortars. Ten mortars mixtures were prepared with the W/B varying from 20% to 40% at each P/B of 0.3 or 0.5. The hydration products and microstructural pore distribution of the MKPC pastes were investigated using X-ray diffraction (XRD), scanning electron microscope (SEM) and mercury intrusion porosimetry (MIP). The initial flow and setting time of MKPC mortars tended to decrease with an increase of P/B, indicating that the final setting time was shortened by approximately 24% when P/B increased from 0.3 to 0.5. The slope of the early-strength development measured in the MKPC mortars was considerably higher than that of cement concrete specified in code provisions. For obtaining a relatively good 28-day strength (above 30 MPa) and a near neutral pH (below 9.0) in MKPC mortars, the P/B and W/B need to be selected as 0.5 and 30%, respectively. The strubite-K crystal increased with the increases of P/B and W/B, which leads to the decrease of the macro-capillary pores.

The Effects of Na2CO3 on Early Strength of High Volume Slag Cement (대량치환 슬래그 시멘트의 초기강도에 미치는 Na2CO3의 영향)

  • Kim, Tae-Wan;Hahm, Hyung-Gil
    • Journal of the Korea Concrete Institute
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    • v.28 no.3
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    • pp.349-356
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    • 2016
  • This report presents the results of an investigation on the early strength development of pastes high volume slag cement (HVSC) activated with different concentration of sodium carbonate ($Na_2CO_3$). The ordinary Portland cement (OPC) was replaced by ground granulated blast furnace slag (GGBFS) from 50% to 90% by mass, the dry powders were blended before the paste mixing. The $Na_2CO_3$ was added at 0, 2, 4, 6, 8 and 10% by total binder (OPC+GGBFS) weight. A constant water-to-binder ratio (w/b)=0.45 was used for all mixtures. The research carried out the compressive strength, ultrasonic pulse velocity (UPV), water absorption and X-ray diffraction (XRD) analysis at early ages(1 and 3 days). The incase of mixtures, V5 (50% OPC + 50% GGBFS), V6 (40% OPC + 60% GGBFS) and V7 (30% OPC + 70% GGBFS) specimens with 6% $Na_2CO_3$, V8 (20% OPC + 80% GGBFS) and V9 (10% OPC + 90% GGBFS) specimens with 10% $Na_2CO_3$ showed the maximum strength development. The results of UPV and water absorption showed a similar tendency to the strength properties. The XRD analysis of specimens indicated that the hydration products formed in samples were CSH and calcite phases.

A Sustainable and Viable Method to Recycle Oyster Shell Waste as an Alternative of Limestone in Limestone Calcined Clay Cement (LC3) (석회석 소성 점토 시멘트(LC3) 내 석회석 대체재로서 굴 패각의 친환경적인 재활용 방안)

  • Her, Sung-Wun;Suh, Heong-Won;Park, Jae-Yeon;Im, Su-Min;Bae, Sung-Chul
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.8 no.2
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    • pp.219-226
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    • 2020
  • Over the last decades, great efforts have been devoted to reuse industrial wastes and by-products from various industries as supplementary cementitious materials in order to reduce carbon dioxide(CO2) emission by reducing the use of Portland cement in construction. Oyster shell waste, originating from the fishery industry, is available in huge quantities in certain areas, and is generally discarded or landfilled. In this study, we aimed to reuse oyster shell as an alternative to limestone in limestone calcined clay cement(LC3). The oyster shell calcined clay cement(OC3) paste were produced and were characterized via X-ray diffraction, isothermal calorimetry, compressive strength tests, and thermogravimetry. The results revealed that OC3 pastes exhibited similar strength development and reactivities by pozzolanic reaction with LC3, which implies that oyster shell could be used as a substitute for limestone in LC3.

A Study on Predicting Progress Carbonation using FDM Analysis After Carbonated RC Structures Surface Repair (탄산화가 진행된 기존 RC구조물의 표면보수공법 적용 후 FDM 해석을 이용한 탄산화 진행 예측 연구)

  • Lee, Hyung-Min;Lee, Han-Seung;Kim, Yeung-Kwan
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2015.11a
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    • pp.13-14
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    • 2015
  • Carbonation is the results of the interaction of carbon dioxide gas in the atmosphere with the alkaline hydroxides in the concrete. in other words, of the hydrates in the cement pastes, the one which reacts with readily is Ca(OH)2, the product of the reaction being CaCO3 and which decreases the alkalinity of concrete. Consequently, RC structure is deteriorated due to steel corrosion in concrete. As the importance of maintenance of reinforced concrete structure recently has emerged, the attention of durability of structure has been increasing. There are many studies about durability decline especially due to the carbonation. In order to study carbonation progress after surface repair of carbonated concrete, each carbonation penetration velocity from different repair materials of concrete structure is compared through the experiment of carbonation accelerating CO2 concentration to 100%. As carbonation infiltration progress is predicted through this study, the counterplan of service life evaluation will be prepared on selection of repair materials of concrete structure.

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The experimental study on the compressive strength for cementitious material using CO2 curing (CO2 양생을 이용한 시멘트계 재료의 압축강도 발현에 관한 실험적 연구)

  • Sung, Myung-Jin;Ryu, Hwa-Sung;Shin, Sang-Heon;Lee, Han-Seung
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2014.05a
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    • pp.264-265
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    • 2014
  • Currently, CO2 existed in the air usually reacts concrete, and then CaCO3 can be appeared. As time goes by, pH of concrete is decreased and corrosion of steel can be happened. This phenomenon is called carbonation. For preventing carbonation of concrete, various methods like using corrosion inhibitor, high compressive strength concrete, and enough covering depth are adopted. But these method are usually passive methods focused on corrosion of steel and have limitation on economic. Thus, as basic study for active method of carbonation, cement pastes with CO2 reactive material (γ-C2S, MgO) and GBFS were in accelerated carbonation, and the compressive strengths were measured. On the result, the compressive strength was improved better than non-carbonation. Through measuring the weight change using TG-DTA, as specimens were carbonated, according to decreasing of Ca(OH)2 and Mg(OH)2, CaCO3 and MgCO3 were increased. Therefore it can be shown that carbonation curing can be realized.

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Effect of the Heating Temperature on the Alkali-activation Reaction of Calcined Kaolin Powder (열처리 카올린 분말의 알칼리활성화 반응에 미치는 가열온도의 영향)

  • Kim, Sung Gon;Song, Tae Woong
    • Journal of the Korean Ceramic Society
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    • v.49 no.6
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    • pp.601-607
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    • 2012
  • The alkali-activation reaction of two types of typical kaolin calcined at various lower temperatures was investigated at room temperature and at elevated temperatures. For the assessment of the reactivity, the temperature increase and the setting time of pastes prepared with calcined kaolin and sodium/potassium hydroxide solution were measured. Unlike raw kaolin, calcined kaolin samples prepared at various temperature showed an alkali-activation reaction according to the different aspects of the changes in the mineral phases. The reactivity with alkaline solutions was exceedingly activated in the samples calcined at $600-650^{\circ}C$, but the reactivity gradually decreased as the temperature increased in a higher temperature range, most likely due to the changes in the crystal structure of the dehydrated kaolin. The activation effect of the calcination treatment was achieved at reaction temperatures that exceeded $60^{\circ}C$ and was enhanced as the temperature increased. The reactivity of the calcined kaolin with an alkaline solution was more enhanced with the solution of a higher concentration and with a solution prepared from sodium hydroxide rather than potassium hydroxide.