• Journal of the Korea Concrete Institute
• /
• v.28 no.5
• /
• pp.593-600
• /
• 2016

The paper presented investigates the effects of kaolinite on strength properties of alkali-activated multi-component cement. The binders of this study was blended of ground granulated blast furnace slag (GGBFS), fly ash (FA), silica fume (SF) and kaolinite (KA). In this study, the specimens of combination of 20%~70% GGBFS, 10%~60% FA, 10% SF (constant ratio) and 10%~50% KA binder were used for strength properties tests. The water/binder ratio was 0.5. The binders (GGBFS + FA + SF + KA) was activated by sodium hydroxide (NaOH) and sodium silicate ($Na_2SiO_3$) was 10% by total binder weight (10% NaOH + 10% $Na_2SiO_3$). The research carried out is on the compressive strength, water absorption, ultrasonic pulse velocity (UPV) and X-ray diffraction (XRD). The compressive strength decreased as the contents of KA increase. One of the major reason for this is the low reactivity of KA compared with other raw materials used as precursors such as GGBFS or FA. The presence of remaining KA indicates that the initially used quantity has not fully reacted during hydration. Moreover, the results have indicated that increased of KA contents decreased UPV under all experimental conditions. The drying shrinkage and water absorption increased as the content of KA increase. Test result clearly showed that the strength development of multi-component blended cement were significantly dependent on the content of KA and GGBFS.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.3 no.3
• /
• pp.237-243
• /
• 2015

In this research, isothermal conduction calorimetry analysis has been conducted to investigate the reactivity of alkali activated slag binders. In order to secure the reactivity and workability of alkali activated slag binders, experiences with various types and concentrations of alkali activators were performed. Isothermal conduction calorimetry were measured with different alkali activators and mass ratio of $SO_3$ to binders as variables, and sodium tripolyphosphate ($Na_2P_3O_{10}$) and hydrated sodium borate ($Na_2B_4O_710H_2O$) were used to control setting time. As a results, alkali activated slag binders required alkali activators with 4 to 5 percent of concentration to accelerate the formation of calcium silicate hydrate(C-S-H) by alkali-activation, and overall heat generation rate delayed as accumulated heat decreased due to the high $SO_3$ contents. Moreover, the use of hydrated sodium borate as setting retarder causes elongated setting time due to delaying heat generation, so it can be considered that setting retarder played an important role in delaying total heat generation rate.

• Magazine of the Korea Concrete Institute
• /
• v.10 no.1
• /
• pp.101-108
• /
• 1998

시멘트 대체재로 사용하는 플라이애쉬(0, 10 , 30 ,50 %)를 혼입한 콘크리트의강도발현을 관찰하기 위해 각각 21$^{\circ}C$에서 수중양생과 85$^{\circ}C$에서 증기양생방법을 채택하여 실험하였다. 수중양생한 보통 콘크리트는 플라이애쉬 혼입량이 증가할수록 조기재령에서는 낮게 강도발현을 하였으나. 28일 압축강도를 기준으로 하여 물.시멘트비를 변화한 배합비(결합재량 증가)의 실험결과는 조기강도발현이 향상되었다. 특히 플라이애쉬를 30%혼입한 콘크리트는 우수하게 강도발현을 하였다. 그리고 동일한 28일 압축강도를 갖는 배합비(결합재량 증가)에서 증기양생한 플라이애쉬콘크리트는 보통콘크리트보다 강도발현이 비슷하거나 향상되었으며, 양생온도는 플라이애쉬콘크리트의 강도발현에 많은 영향을 미치는 것으로 관찰되었다.

• 대한한약신문
• /
• s.115
• /
• pp.1-12
• /
• 2006

'한약부작용의 실상' 책자 관련 대책방안 논의/"한약 간동성 없다" 임상연구 결과 발표/초대 '한의학정책연구원' 변철식 원장 취임/의료비 소득공제 증빙자료제출 요청에 따른 건의/의료계, '전체 수납내역 제출'에 반발/통계청 '한국표준직업분류' 개정에 따른 의견서 제출/백강잠, 파극천 등 6개 품목 품질기준 강화/"한약재 '양제근' 투여로 아토피 피부염 치료"/한의사협회, 한의학 폄하 강력 대응/한약재 4품목, 품질부적합 판정 사용 중지/무면호 의료.조제행위 단속 시민 포상제 강화/복지부, 한의학 세계브랜드 적극 추진/WHO, 경혈위치 국제 표준안 확정/1km내 약국.의료기관 '동일명칭 사용' 논란/의협, 연말정산 간소화 방안 헌법소원/약국가, 비급여 품목 자료제출 '자포자기'/박재완 의원 "녹용 과학적 기준 검증방법 필요"/2007년부터 인삼제품에 새로운 농약기준 마련/뇌졸증 치료, 양방 59% 한방 41%/"전통의학, 양학과 결합.표준화 시급"/"100처방 발목, 유일무이한 면허권 제한"/개성공단 협력병원에 한의사 파견/지부탐방-지부장에게 듣는다/평간순기보중환 이야기/명칭이 비슷하여 감별하기 어려운 한약재/우리약초를 찾아서-오미자/한방과 항문질환/백부자의 진.위품 감별에 대한 소고

• Korean Journal of Materials Research
• /
• v.5 no.3
• /
• pp.316-323
• /
• 1995

페놀수지 결합재에 PAN섬유(PF), PAN계 탄소섬유(CF) 그리고 아라미드 섬유(AF)를 보강재로 사용하여 단일섬유 보강복합재를 제조하였으며 이들 섬유를 각각 두 종류씩 혼성하여 혼성섬유 보강복합재를 제조하였다. 각 보강복합재를 섬유의 보강분율에 따른 마찰 및 마모특성을 시험하였다. CF 보강복합재(CFRP)가 마찰계수와 마모량이 가장 낮게 나타났으며, PF 보강복합재(PFRP)는 가장 높은 마찰계수와 마모량을 나타내었다. PF에 CF나 AF를 보강한 혼성복합재의 경우 마찰계수가 0.311~0.328로 혼성비에 따라서는 큰 차이를 보이지 않은 반면, PF의 보강분율이 증가할수록 마모량은 증가하였다. CF와 AF를 보강한 혼성복합재의 마찰계수는 0.264~0.309로 가장 낮게 나타났고, AF의 보강분율이 증가함에 따라 마찰계수는 증가하는 양상을 나타내었으며, 가장 적은 마모량과 함께 안정된 마모형태를 보였다.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.23 no.6
• /
• pp.9-17
• /
• 2019

Cement hydrates and the related characteristics change with ages, and the behaviors are much related with chloride diffusion. In this work, 30% replacement ratio with FA(Fly Ash) and GGBFS(Ground Granulated Blast Furnace Slag) are considered for concrete with three levels of W/B (Water to Binder ratio) and 2 years of curing period. Chloride diffusion coefficients from accelerated condition are obtained at 5 measurement period (28days, 56days, 180days, 365days, and 730days), and the results are compared with porosity, binding capacity, and permeability from program-DUCOM. The similar changing pattern between chloride diffusion and permeability is observed since permeability is proportional to the square of porosity. Curing period is grouped into 4 periods and the changing ratios are investigated. Cement hydrate characteristics such as porosity, permeability, and diffusion coefficient are dominantly changed at the early ages (28~56 days), and diffusion coefficient in OPC concrete with low W/B continuously changes to 180days.

• Magazine of the Korea Concrete Institute
• /
• v.11 no.2
• /
• pp.231-239
• /
• 1999

When the concrete is cast at the sea, there are lots of restrictions in the working process being different from in land, and the concrete is suffered from the physical and chemical action in terms of marine environment. The compressive strength was measured after antiwash out underwater concrete mixed with fly ash had been cast and cured in order to produce the endurable high performance concrete, and then its characteristic was discussed by comparing one cured in air with in fresh water, and the effect of fly ash usage under the properly controled sea water temperature of $15{\pm}3^{\circ}C$ was also covered. The present work showed that the proper usage of fly ash was obtained at the condition of around 10% of substituted binder weight under the structure required the early age strength, and at the condition of over 40% if considering its durability and economy.

• Journal of the Korea Institute of Building Construction
• /
• v.15 no.1
• /
• pp.17-23
• /
• 2015

In this research, the $CO_2$ absorption performance of mortar was investigated. The level of $CO_2$ absorption in mortar with various binders including cement and nonsintered cement was examined. As a result for the mortar with photosynthetic bacteria, the compressive strength was similar to the one without the bacteria at early age but decreased at the age of 28 days. However, for the $CO_2$ absorption, with photosynthetic, the performance of the mortar with OPC, and nonsintered cement deceased to 21%(234 ppm) and 19.7%(243 ppm) respectively after 12 hours age.

• Journal of the Korea Concrete Institute
• /
• v.29 no.3
• /
• pp.275-281
• /
• 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.

• Proceedings of the Korean Institute of Surface Engineering Conference
• /
• 2015.05a
• /
• pp.145-146
• /
• 2015

초미세 가공 및 치수안정성 향상을 위한 다이아몬드 마이크로 블레이드의 DLC 코팅이 연삭 과정에서 결합구조가 안정적으로 유지되는지 알아보기 위해 Cu/Sn 금속 결합재에 $MoS_2$ 고체 윤활제를 첨가한 후 PAPVD법으로 DLC 박막을 블레이드의 측면에 증착하였다. 실착 절삭 시험을 위해 마이크로 블레이드 시편을 제조하여 충분한 드레싱 과정 후 절삭 시험을 행하였으며 라만 분광법을 통해 절삭 전후 DLC 코팅에 존재하는 $sp^2$, $sp^3$ 결합의 분율을 조사하고 그 결과를 토대로 DLC 코팅의 특성의 변화를 분석하였다. DLC 코팅에 존재하는 D밴드와 G밴드의 비인 ID/IG는 절삭 후 증가하는 경향을 보였으며 결과적으로 절삭 과정 중 흑연화가 진행되었음을 확인하였다.