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화학공장의 배출가스 처리를 위한 RTO System 적용에 따른 문제점 연구
박태선,양고수 國立 麗水大學校 環境問題硏究所 1999 環境硏究論文集 Vol.2 No.-
Regenerative Thermal Oxidizer(RTO), which was manufactured by America's Co. and built by S Co, was tested to reduce on-site problems and to improve destruction and removal efficiency(DRE) of VOCs(Volatile Organic Compounds) and heat recovery efficiency. The fume gases sucked by induced fans from the chemical processes, emission sources, were introduce to the RTO. A diesel fuel was used as an auxiliary fuel for the RTO. Gas Samples were collected on the Carbo Trap(type B) tube from the downstream of RTO and Stack at the optimal operating condition obtained though trial and error to measure the concentrations of TOC(Total Carbon) and some of major VOCs. TOC was analyzed with a Hydrocarbon Vapor Meter, and VOCs was analyzed with Gas Chromatograph. The main VOCs among the fume gases were Styrene Monomer. and their DREs were obtained upto 90% The heat recovery efficiency was improved from about 90% to 93% by coordinating the conversion cycle of poppet valve from 240 seconds to 150 seconds and changing the operation temperature of the combustor from 927˚C to 820˚C. Furthermore 95% efficiency of heat recovery was obtained by inputting an additional regenerative thermal media(Ceramic saddle) to increase the thermal capacity
박제선,윤경구,이주형,최성용,김태환 강원대학교 부설 석재복합신소재 제품연구센터 1999 석재연 논문집 Vol.4 No.-
최근에 폴리프로필렌 섬유를 첨가하여 콘크리트의 인성을 증가시키고, 균열에 대한 저항성을 향상시키고자 하는 노력이 계속되어 왔다. 그러나 첨가된 섬유의 구조에 대한 이해부족으로 인하여 연구자들간에 실험결과에 대한 해석이 상이한 경우가 많았다. 이러한 연구의 일환으로 섬유의 첨가에 따른 건조수축 균열의 조절 가능성을 분석하기 위하여 섬유의 첨가에 따른 유동성과 건조수축의 변화를 조사하였다. 섬유의 첨가에 따른 유동성의 변화와 건조수축을 측정하기 위한 강제링 시편을 제작하였다. 본 연구에서는 섬유를 첨가한 콘크리트의 역학적 거동특성인 압축강도, 휨강도, 인성, 그리고 균열특성을 실험적으로 규명하고자 하였다. 본 연구는 강도 및 건조수축특성을 규명하기 위하여 수행되었고 섬유의 영향으로 인한 건조수축특성을 예견할 수 있다. Polypropylene Fibers have been used to increase the toughness of concrete and to increase the resistance to crack formation. However, there are many contradictory argument about the effectiveness of the fiber due to the lack of knowledge about the mechanism of fiber in concrete. In order to study the effect of fibers on possible crack control, the effects of fibers on workability and drying shrinkage have been studied. The workability change due to the addition of fibers has been studied, and full size concrete steel ring specimen have been cast at field to investigate the effect of fibers on the shrinkage properties. This laboratory have been performed to obtain the properties of pp fiber reinforced concrete such as compressive, flexural strength, toughness, slump, drying shrinkage crack and drying shrinkage characteristics. The present study was performed clarify the strength and drying shrinkage properties. From these results, we can expect the effect of the admixtures of polypropylene fiber for concrete and mortar about strength and drying shrinkage properties.
김태경,박제선,이주형,윤경구 江原大學校 産業技術硏究所 1998 産業技術硏究 Vol.18 No.-
This study focused on the development of an alternative stress estimation procedure to instantly calculate the critical stresses bonded concrete pavement. Closed form analysis is commonly used to analyze pavement structures. This type of analysis assumes linearelastic material properties and static loading conditions. The well-known ILLI-SLAB finite element program was used for the analysis. Bonded concrete overlay analyzed the stress distribution, behavior and load carrying capacity under track load is made evaluation standard of bonded concrete overlay. In the study, the following results were derived; The properties of strength is that compress and 3-point bending strength of existing pavement is deteriorated with 184 kg/㎠, 59kg/㎠ but compress and splitting tensile strength of overlay is satisfied with 464 kg/㎠, 45kg/㎠. Load transfers is happen at adjacent slab by interlocking under track load. The stress distribution under interior, corner and edge load is described high loading position surrounding then loading position.
성장생물학 : 비육돈에서 사료의 에너지 수준과 도살체중이 성장성적과 도체의 등급 및 육질특성에 미치는 영향
박만종 ( Man Jong Park ),정진연 ( Jin Yeun Jeong ),하덕민 ( Duck Min Ha ),한정철 ( Jeong Cheol Han ),심태건 ( Tae Geon Sim ),박병철 ( Byung Chul Park ),박구부 ( Gu Boo Park ),주선태 ( Seon Tea Joo ),이철영 ( Chul Young Lee ) 한국동물자원과학회 ( 구 한국축산학회 ) 2009 한국축산학회지 Vol.51 No.2
박제선(Park Je Seon),이주형(Lee Joo Hyung),김태경(Kim Tea Kyung),윤경구(Yun Kyung Ku) 강원대학교 산업기술연구소 1998 産業技術硏究 Vol.18 No.-
This study focused on the development of an alternative stress estimation procedure to instantly calculate the critical stresses bonded concrete pavement. Closed form analysis is commonly used to analyze pavement structures. This type of analysis assumes linearelastic material properties and static loading conditions. The well-known ILLI-SLAB finite element program was used for the analysis. Bonded concrete overlay analyzed the stress distribution, behavior and load carrying capacity under track load is made evaluation standard of bonded concrete overlay. In the study, the following results were derived ; The properties of strength is that compress and 3-point bending strength of existing pavement is deteriorated with 184 kg/㎠, 59 kg/㎠ but compress and splitting tensile strength of overlay is satisfied with 465 kg/㎠, 45 kg/㎠. Load transfers is happen at adjacent slab by interlocking under track load. The stress distribution under interior, corner and edge load is described high loading position surrounding then loading position.