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규불화아연(ZnSiF<sub>6</sub>, aq)이 첨가된 시멘트의 유동성과 수화특성
김도수,길배수,임헌성,남재현,노재성,Kim, Do-Su,Khil, Bae-Su,Lim, Heon-Seong,Nam, Jae-Hyun,Rho, Jae-Seong 한국세라믹학회 2002 한국세라믹학회지 Vol.39 No.2
금속염으로 산화아연(ZnO)과 규불화수소산($H_2SiF_6$)을 이용하여 용액법으로 규불화아연($ZnSiF_6$, 농도 15%)을 제조하고 이를 시멘트용 혼화제로 첨가하여 시멘트의 유동성과 수화특성에 미치는 영향을 파악하였다. 규불화아연의 첨가량을 시멘트량 대비 1.0∼4.0%로 증가시켜 첨가한 시멘트 페이스트의 초기 유동성과 유동성의 경시변화를 측정하였다. 초기 유동성은 mini-slump 시험을 통해 평가하였고, 유동성의 경시변화는 slump loss 시험을 통해 평가하였다. 또한 규불화아연을 시멘트에 1.0∼3.0%로 첨가하였을 때 시멘트의 응결시간에 미치는 영향과 시멘트 수화열 변화에 미치는 영향을 파악하였다. 시멘트 페이스트의 유동성은 규불화아연이 2.1% 첨가되었을 때 가장 높게 나타났으나 경시변화는 다소 큰 것으로 나타났다. 시멘트 응결시간은 규불화아연의 첨가량 증가에 따라 지연되는 특성을 보였으며, 시멘트 수화열은 첨가량에 비례하여 감소되는 경향을 보였다. Zinc fluosilicate ($ZnSiF_6$, 15% aqueous solution) was prepared using zinc oxide (ZnO) and fluosilicic acid ($H_2SiF_6$) by soluiton synthetic method. The fluidity and hydration properties of cement which was added $ZnSiF_6$ (aq.) as an additive for cement were studied. At water to cement ratio (W/C) equals to 0.45, the initial fluidity and slump loss of cement paste which the addition of $ZnSiF_6$ (aq.) was increased from 1.0% to 4.0% based on cement weight were investigated. Initial fluidity of cement paste was measured by mini-slump test and slump loss was examined by measuring the fluidity variation of cement paste with time elapsed from 0 min to 120 min at intervals 30 min. Also, the effect of $ZnSiF_6$ addition on the setting and hydration of cement paste when $ZnSiF_6$ increased in the addition range 1.0% to 3.0% were investigated. The fluidity of cement paste which was added 2.1% $ZnSiF_6$ (aq.) presented the highest value among all addition ranges. The setting time of cement paste was retarded gradually and the heat evolution of hydrated cement was reduced with the increasing of $ZnSiF_6$ addition.
II형 무수석고 및 고유동화제 첨가가 시멘트 페이스트의 유동성에 미치는 영향
김재호,김도수,이범재,노재성,Kim, Jae-Ho,Kim, Do-Su,Lee, Beom-Jae,Rho, Jae-Seong 한국공업화학회 1998 공업화학 Vol.9 No.3
II형 무수석고의 평균 입경과 치환율이 시멘트페이스트의 유동성에 미치는 영향에 대해 비교하였다. 나프탈렌계(NSF)와 폴리카르본산계(NT-2) 등 2가지 고유동화제의 첨가량을 0~2.0wt%으로 변화시켰을 때 3종으로 구분한 II형 무수석고의 평균입경(4, 14, $35{\mu}m$)과 치환율(3, 5, 10, 15wt%)의 변화에 따른 영향을 측정하였다. 이들 변수들에 따른 영향을 측정하기 위하여 시멘트페이스트의 초기 유동성 및 경과시간별로 겉보기 점도를 관찰하였다. 시멘페이스트의 초기유동성은 II형 무수석고의 평균입경에 의한 영향보다는 II형 무수석고의 치환율 증가에 의한 영향이 더욱 큰 것으로 나타났다. II형 무수석고의 치환율을 10wt%로 고정시 NT-2, 1.0wt% 첨가로 시멘트페이스트의 유동성은 동일 첨가량의 NSF보다 크게 향상되었다. 이는 측정된 변수들의 범위 중에서 가장 우수한 시멘트 페이스트의 유동성을 보여주는 경우이다. NT-2, 1.0wt% 첨가에서 II형 무수석고의 치환율 증가에 따라 시멘트 페이스트의 겉보기 점도가 현저하게 감소되었다. 이로부터 시멘트 페이스트의 유동성 향상을 위해서는 NT-2의 첨가와 더불어 시멘트를 II형 무수석고로 일정비율 치환하는 것이 더욱 효과적임을 알 수 있었다. A comparative study on the effects of mean particle diameter and substitutional ratio of II-anhydrite on the fluidity of cement paste has been conducted. Three different mean particle diameters(4, 14 and $35{\mu}m$) and four different substitution ratios(3, 5, 10, 15wt%) have been tested while the dosage of two superplasticizers - naphtalenic(NSF) and polycarboxylic(NT-2) - has been varied from 0 to 2.0wt%. To investigate the effects of those parameters, the variation in fluidity and apparent viscosity of the cement paste has been observed as a function of the elapsed time. The initial fluidity of the cement paste is more affected by the increase in substitution ratio than by the mean particle size of the II-anhydrite. When the substitution ratio of the II-anhydrite is fixed at 10wt%, addition of 1.0wt% NT-2 improves the fluidity of paste cement more than that for NSF. This case has showed the best improvement of the fluidity in the range of parameters investigated. At the addition of 1.0wt% NT-2, apparent viscosity of the cement paste has been noticeably decreased as substitutional ratio of II-anhydrite increases. It was found that it would be more effective to substitute II-anhydrite at a certain ratio to improve the fluidity of the cement paste, in addition to adding NT-2.
플로린화에 의한 표면 개질된 폴리프로필렌 섬유보강 모르타르의 역학적 특성
윤현도(Yun Hyun-Do),이병기(Lee Byouug-Ky),김도수(Kim Do-Su),길배수(Khil Bae-Su),남재현(Nam Jae-Hyun),노재성(Rho Jae-Seong) 대한건축학회 2004 大韓建築學會論文集 : 構造系 Vol.20 No.10
Concrete, as the most commonly used construction material, is developing towards high performance, i.e, high strength, high toughness, high durability, and good workability. Shrinkage and permeability resistance of concrete are two Important properties relating to durability. An important measure of improving concrete impermeability is to improve the capability of resisting shrinkage and cracking. Reinforcement of concrete wIth randomly distributed short fibers may Improve the toughness of cementitious matrices by preventing or controlling the initiation, propagation, or coalescence of cracks. The fibers used are mainly steel fibers, carbon fibers, and polymer fibers. Among the polymer fibers, polypropylene fibers have attracted most attention due to the outstanding toughness of concrete reinforced with them. In order to improve the bond strength of polypropylene, various fluorination methods were applied to modify the surfaces of polypropylene fibers.<br/> The effect of the modification of polypropylene fiber surface on the shrinkage and mechanical properties was investigated. Test results indicated that with use of fluorinated polypropylene fiber, it promotes stability strength or flexural strength rather than the specimen added the general mortar and polypropylene fiber. The results showed that resisting on the crack is 97% in the mortar and over 50% than the general polypropylene fiber fluorinated polypropylene fiber mortar wIll be used to construct in contacting with outsides like external wall finish and it will promote workability and durability or crack resIitance.
유리섬유 폐재가 첨가된 플라이 애쉬계 인공경량골재의 소성특성
김도수,박종현,박병배,노재성 공주대학교 자원재활용신소재지역협력센터 2000 2차년도 센터 사업 성과집 Vol.2000 No.1
The lightweight aggregate was artificially pelletized, with use of fly ash, obtained from coal power plant, and waste glass wool as a flux, by sintering process in electrical muffle furnace. Those were fired at 1,000℃ and 1,100℃ for 3 and 6 minutes respectively. IDT(Initial Deformation Temperature) of fly ash, was appeared 1,360℃, but fly ash, when mixed with 50wt% of waste glass wool and 5wt% borax as fluxes, came into 1,156℃. Absorption ratios of sintered pellets for 24hrs had the lower values in the range of 4.3 to 6.3% than 16.8% of ILA(imported lightweight aggregate). Increasing of sintering temperature and time, absolute dry specific gravity of sintered pellet tended upward. Absolute dry specific gravity of pellet sintered at 1,000℃ for 3 minutes was 1.36 and this value was similar to that of ILA. SEM showed that the fractured surface of pellet, sintered at 1,000℃, had more fused phases in outer region rather than inner. It was shown, however, that the pellet, sintered at total pore surface was increased because large pores transfer into small pores by increasing sintering temperature.