유리纖維 補强 콘크리트 流動 特性에 관한 硏究

朴承範,任昌悳,尹義植 忠南大學校 産業技術硏究所 1989 산업기술연구논문집 Vol.4 No.1

Concrete is an excellent structural material, but it has many problems due to brittle behavior, weak resistance in tension, flexibility and toughness. In order to improve these problems, usually fiber reinforced concrete is used. But in the case of GFRC insufficient workability is caused by using glass fiber and there is lack of studying on it. This report of the following concrete of GFRC was experimented by the different W/C, S/A, glass fiber contents and maximum size of Aggregates. The results of this study is as follows; 1) Optimum S/A ratio is 0.6 at the glass fiber contents of from 0.25% to 0.75% in GFRC, but it cannot be obtained optimum S/A ratio at over 0.75. 2) Even though increasing the W/C ratio, we can get more slump, but slump is much more influenced by fiber contents in GFRC rather than increasing the W/C ratio. 3) Workability of GFRC is much more influenced by fiber contents than fiber length. 4) Workability of GFRC is a little improved by the bigger maximum size of aggregates.

실린더 압력을 이용한 SI엔진의 페루프 점화시기 제어에 관한 연구

박승범,윤팔주,선우명호,Park, Seung-Beom,Yun, Pal-Ju 대한기계학회 2000 大韓機械學會論文集A Vol.24 No.9

The introduction of inexpensive cylinder pressure sensors provides new opportunities for precise engine control. This paper presents a control strategy of spark advance based upon cylinder pressure of spark ignition engines. A location of peak pressure(LPP) is the major parameter for controlling the spark timing, and also the UP is estimated, using a multi-layer feedforward neural network, which needs only five pressure sensor output voltage samples at -40˚, -20˚, 0˚, 20˚, 40˚ after top dead center. The neural network plays an important role in mitigating the A/D conversion load of an electronic engine controller by increasing the sampling interval from 10 crank angle(CA) to 20˚ CA. A proposed control algorithm does not need a sensor calibration and pegging(bias calculation) procedure because the neural network estimates the UP from the raw sensor output voltage. The estimated LPP can be regarded as a good index for combustion phasing, and can also be used as an MBT control parameter. The feasibility of this methodology is closely examined through steady and transient engine operations to control individual cylinder spark advance. The experimental results have revealed a favorable agreement of individual cylinder optimal combustion phasing.

고성능감수제(高性能減水劑)가 콘크리트의 공학적(工學的) 특성(特性)에 미치는 영향(影響)(II)

박승범 ( Park Seung Bum ) 한국농공학회 1986 韓國農工學會誌 : 전원과 자원 Vol.28 No.2

유동화콘크리트의 공학적 특성에서 시간-의존거동을 확인하기 위하여, 나프타렌 설폰산염 폴리머 고축합물인 Rheobuild 1000과 메라민 설폰산염 고축합물인 NP-20의 고성능감수제를 사용한 유동화콘크리트와 보통콘크리트를 제조하여 비교·고찰을 행하였으며, 고성능감수제의 종류 및 함량이 콘크리트의 공학적 특성에 미치는 영향을 구명하기 위하여 재령 3일, 14일, 28일, 60일, 90일, 180일의 압축강도를 측정, 조기 및 장기압축강도를 조사하였고, 인장강도 및 탄성 변형에 미치는 영향을 조사하였다. 또한 습윤 및 에어콘디션의 양생조건하에서 시간의 경과에 따른 건조수축 및 크리이프 변형을 조사·분석함으로써 유동화콘크리트의 시간-의존거동을 확인하였다. 실험결과, 사용 고성능 감수제의 종류에 따라 차이는 있으나, 고성능 감수제의 사용은 일반적으로 워커빌리티 성능을 개선하고 압축 및 인장도를 크게 향상시키며, 탄성계수는 보통의 콘크리트에 비하여 높게 나타났다. 또한 건조수축 및 크리프 변형의 감소에 매우 양호한 결과를 나타내어 앞으로 건설용 용도로써 효과적인 것으로 판단되었다.

산업부산물 및 규산칼슘계 재료를 이용한 건재용 경량.고강도 복합체의 개발.평가에 관한 실험적 연구(기 1)

박승범 한국콘크리트학회 1994 콘크리트학회지 Vol.6 No.4

산업부산물의 플라이애쉬와 실리카흄 및 국내 부존자원이 풍부한 규사분말, 생석회 및 발포용 알루미늄 분말과 취성개선을 위한 보강용 섬유를 사용한 경량 고강도의 시멘트복합체의 개발을 위하여 오토클래브 양생에 의한 열수 알카리분위기에서의 섬유 자체의 열화현상을 조사함과 아울러 배합요인별로 건재용 경량섬유보강 규산칼슘계 시멘트복합에를 제조하여 그 역학적 특성에 관한 연구를 수행하였다. 시험결과, 탄소섬유 및 내알카리성 유리섬유는 보강용 섬유로서 적합함이 확인되었으며, 경량 섬유보강 규산칼슘계 시멘트복합체의 압축, 인장, 휨강도는 플라이애쉬와 실리카흄 혼입율 및 섬유혼입율이 증가함을 따라 증가하는 경향을 나타내었고 또한 섬유혼입율 증가에 따라 현저히 휨인성이 증가하였으며, 탄소섬유보강의 경유가 유리섬유보강의 경우에 비하여 압축, 인장, 휨강도 및 휨인성은 다소 높은 경향을 나타내었다. The results of an experimental study on the development and the evaluation of lightweight and high strength composites utilizing by-products and calcium silicates for construction materials are presented in this paper. The composites using early strength portland cement, by-Products( f1y ash, silica fume), silica powder, quick lime, gypsum, A1 powder and fibers(PAN-derived CF, alkali-resistance GF) were prepared using various mixing conditions. As the test results show, PAN-derived CF and alkali-resistance GF were suitable for rein-forcing fiber of the composites. And the mechanical properties,such as compressive tensile flexural strength, and toughness of Lt. Wt. fiber reinforced calcium silicates cement comp-osites were improved by increasing the fly ash and silica fume contents, and fiber contents, especially by increasing fiber contents the toughness of the composites were remarkably in-creased. Also, compressive tensile flexural strength,and toughness of the composites rein-forcing PAN-derived CF were higher than those of the composites reinforcing alkali-resistance GF..

New Oligomeric Ferroelectric Liquid Crystals

박승범,R. Zentel,윤도영 한국고분자학회 2004 한국고분자학회 학술대회 연구논문 초록집 Vol.2004 No.04

섬유보강이 콘크리트의 역학적 특성과 철근콘크리트의 균열성상에 미치는 영향에 관한 연구

박승범 한국농공학회 1978 한국농공학회논문집 Vol.20 No.2

This study was attempted to investigate the mechanical properties of concrete and crack control effects of reinforced concrete with steel and glass fiber. The experimental program includes tests on the properties of fresh concrete containing fibers, compressive strength, tensile strength, flexural strength, Young's modulus, Shrinkage and deformation of steel or glass fiber reinforced concrete. Also this study was carried out to investigate the effect of steel or glass fiber to retard the development in reinforced concrete subject to uniaxial tension and thus facilitate the use of steels of higher strength. The major conclusions that can be drawn from the studies are as follows: 1. The effect of the fibers in various mixes on fresh concrete confirmed that fibers do have a significant effect on the properties of fresh concrete, bringing much more stable and exhibiting a signiflcant reduction in surface bleeding, and that the cohesion is greatly improved and the internal resistance increases with fiber concentration. But the addition of an excess contents and length of fibers brings about the reduction of workability. 2. With the addition of steel fibers(1.5% Vol.) to concrete, the compressive strength as compared with plain concrete showed a very slight increase, but excess addition, over 1.5% Vol. of steel and glass fiber reduced its strength. 3. Splitting tensile strength of fiber reinforced concrete showed a significant increase tendency, as compared with plain concrete. In case of containing steel fiber (2.5%, 30mm), it showed that the maximum increase rate of 1.48 times as much rate, and in case of containing glass fiber (2.5%, 30mm), the increase rate of strength was 1.25 times as much rate. 4. Flexural strength of fiber reinforced concrete showed a significant tendency, as compared with plain concrete. Containing steel fiber (2.5%, 30mm) showed the maximum increase rate of 1.64 times as much rate and containing glass fiber (2.5%, 30mm) showed the increase rate of strength of 1.32 times as much rate, and in general, the 30mm length brougth the best results. 5. The strength ratio ($\sigma$b/$\sigma$c and $\sigma$t/$\sigma$c) increased, when steel fiber's average spacing was up to 3.05mm, but decreased when beyond 3.05mm, and it was confirmed that tensile or flexural strengths of steel fiber reinforced concrete are apparently governed by fiber's average spacing. 6. The compressive strain of fiber reinforced concrete showed a significant increasing tendency as the fiber was added, but Young's modulus. with the addition of steel and glass fibers, showed a slight decrease tendency. And according to the increase of flexural strength, a considerable increase was seen in toughness. 7. With the addition of fiber's the shrinkage of concrete was significantly decreased, in both case of adding steel fibers 12.5%, 30mm, and showed a significant decrease ratio, in average 30.4% and 36.7%, as compared with plain concrete. 8. With the increase of fiber volume fraction and length, the gained stress in reinforcing bar in concrete specimens increased in all crack widths, but at different rates, with the decrease of fiber diameter, the stress showed a considerable increasing tendency. And the duoform steel fibers showed the greatest improvement, as compared with the other types tested. 9. The influence of fiber dimensions in order of significanse on the machanical properties of concrete and the crack control of reinforced concrete was explained as follows: content, length, aspect ratio and dimeter.

한국의 농촌지역에 있어 고형폐기물 처리계통의 설계

박승범 한국농공학회 1980 한국농공학회논문집 Vol.22 No.1

사상공단 주변 식생의 생태적 특성 분석

박승범,김석규,남정칠,김승환,강영조,이기철 한국조경학회 2002 韓國造景學會誌 Vol.30 No.1

This study was conducted to analyze the change of soil characteristics effect on the condition of urban forest in Sasang parti located near Sasang Industrial Complex. The results of this study are as follows; 1. Soil hardness is increasing from the area of forest, to the entrance, to facilities in that order. Soil acidity pH4.19∼4.23 in Sasang park indicated a high acidity condition. High levers of K, Na, Mg, Ca are shown in the areas composed of high soil hardness. 2. Pinus thunbergii in the overstory tree layer, Alnus japonica in the understory tree layer, and Rhus sylvestris in the shurb layer are shown respectively as dominant species based on the ground survey and the compution of important value. Pinus thunbergii is decreasing, while Alnus japonica and increasing. 3. Oplismenus undulatifolius which has a strong tolerance for air pollution, is shown as a dominant species of herbaceous plants in Sasang park. There are 10 species of Harbaceous in Sasang park compared to 20 species in Molundae park. This shows that deversity in herbaceous plants are imported by air pollution. 4. Species diversity indices of Sasang park is 0.8738∼0.9700 compared to 1.0817∼ 1.233 in Molundae park is due to the good condition of soil environment in addition to air pollution effects. 5. The vitality of Pinus thunbergii is 16.41∼20.42ER in Sasang park, and 12.42∼ 16.81ER, in Molundae park. This shows that tree vitality are impacted by soil characteristics. The regression analysis between tree vitality and soil environment shows the effects of is soil hardness, soil moisture, soil acidity, K, Na, Mg, Ca.

Ethiopia의 수자원개발과 토지이용

박승범 한국농공학회 1980 한국농공학회논문집 Vol.22 No.1

실리카흄 및 플라이애쉬.시멘트 복합체의 역학적 특성에 관한 실험적 연구

박승범,윤의식 한국콘크리트학회 1994 콘크리트학회지 Vol.6 No.5

The results of an experimental study on the manufacture and the mechanical properties of carbon fiber rekforced silica fume . cement composites and light weight fly ash . cement composites are presented in this paper. 11s the test results show, the flexural strength, fracture toughness and ductility of CF reinforced silica fume . cement composites were remarkably increased by the increase of carbon fiber contents. And the workability of the fly ash . cement composites were improved, but the compressive and flexural strength and bulk specific gravity of them are decreased by increasing the ratio of fly ash to cement. And the compressive and flexural strength of the fly ash cement composites by cured under the hot water were improved than those by mositure cured. Also, the manufacturing process technology of lightweight fly ash . cement composites in replacement of general autoclaved lightweight concrete was developed and its optimum mix proportions were proposed. 본 연구는 산업부산물의 플라이애쉬 및 실리카흄을 이용한 고성능$\cdot$고품질의 건재의 제조 및 응용을 위하여 보강재로서 PAN계 및 Pitch계 탄소섬유를 사용하여 건재용 탄소섬유보강 실리카흄$\cdot$시멘트 복합체 및 플라이애쉬$\cdot$시멘트 복합체를 제조하여 배합조건별 동복합체의 물리적 역학적 특성에 관한 연구를 수행하였다. 시험결과, 탄소섬유보강 실리카흄$\cdot$시멘트 복합체의 휨강도, 휨인성 및 휨변형 특성은 탄소섬유 혼입율증대에 수반하여 현저히 증가하는 경향을 나타내었고, 또 이들 값은 PAN계 CF를 사용한 경유가 Pitch계 CH를 사용한 경우에 비하여 높게 나타났다. 한편, 플라이애쉬$\cdot$시멘트 복합체는 플라이애쉬 대체율의 증가에 따라 물(플라이애쉬+시멘트)비는 증가하였으나, 압축$\cdot$휨강도 및 겉보기 비중은 저하하였으며 촉진양생은 경우가 습윤양생한 경우에 비하여 우수한 압축강도 및 휨강도를 나타내었다. 또한, 기존ALC의 대체를 위한 경량 플라이애쉬\ulcorner시멘트 복합체를 개발하였고, 그 최적배합조건을 제시하였다.