• Title/Summary/Keyword: 플라스틱 파이프

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Fishing Mechanism of Pots and their Modification 5. An Experiment for Modifying the Pot for Conger Eel, Astroconger myriaster (통발어구의 어획기구 및 개량에 관한 연구 5. 붕장어통발의 개량실험)

  • KIM Dae-An;KO Kwan-Soh
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.23 no.4
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    • pp.315-322
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    • 1990
  • In order to find out the most favorable shape and structure of pot for conger eel, Astroconger myriaster(Brevoort), the box type, tube type and flat box type of net pots and the pipe type of plastic pot were prepared. Then, the ability of the pots attracting the eel into them were investigated through a tank experiment. The attracting ability was highest in the pipe type without distinction of its length, 50cm and 60cm. In the flat box type, the effective height of pot and the diameter of entrance tip turned out 5cm respectively. But the ability was very poor in the rest pots, especially in the tube type. Thus, the pipe type and flat box type of pots were employed again in a field experiment for comparing their catches with those of the conventional bamboo and plastic pots. In the experiment, the catches were the most in the pipe type and second in the flat box type. But the bamboo and plastic pots both produced comparatively low catches, showing no significant difference between them. It was therefore concluded that the pipe type of pot might be the most favorable one for catching the conger eel.

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금형산업과 B2B

  • 류병우
    • Proceedings of the CALSEC Conference
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    • 2002.01a
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    • pp.27-29
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    • 2002
  • ◈전방 산업 ·기계공업 자동차, 우주항공, 공작기계, 측정기기 ·전자(전기)공업 가전, 전기용품, 반도체 ·성형가공공업 플라스틱, 고무, 유리 등 ·생활용품공업 완구, 문구, 주방기기 ·건축자재공업 PVC 파이프, 알미늄섀시 ·광학정밀공업 의료기기, 광학기기 ◈후방 산업 ·금형 소재 및 금형부품 금형강, 공구강, 다이세트, 몰드베이스 ·공작기계/공구산업 선반, 밀링, 공구 ·열처리/표면처리산업 담금질, 풀림, 침탄 ·설계/엔지니어링산업 CAD/CAM/CAE ·산업디자인산업 프로토타입, 목형(중략)

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Influence of Die Geometry on Die-tip Buildup in Plastic Extrusion (플라스틱 파이프 압출시 금형 형상이 다이립 집적에 미치는 영향)

  • 서영성;최선웅
    • Transactions of Materials Processing
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    • v.9 no.5
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    • pp.486-493
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    • 2000
  • Extrusion die-lip buildup has direct and negative impact on the properties of the final product. At the present time there is no absolute method of die-lip prevention. However, a Periodical shut down of extrusion line for the removal has been the general practice throughout the industry in concern. In this study the die-lip buildup was Investigated with a particular attention paid to the influence of die exit geometry and dimensions on the stresses produced at the point of die exit. To demonstrate the relationship between the stress state and the magnitude of the die-lip buildup, a method of virtual manufacturing was performed, assuming elastic-plastic material behavior for the high-density polyethylene under investigation. The overall numerical results suggested that the longer the die-land and/or the smaller the areal reduction of the die would reduce the tendency for the die-lip formation. Similarly, haying a fillet around the circumferential edge of the die exit would be favorable in decreasing the die-lip buildup.

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Application of CAT Model for Paddy Field Using Surface Drainage Pipe (배수공을 이용하는 논에서의 물수지 분석을 위한 CAT 모형 적용)

  • Lee, Kyoung-Sook;Choi, Dong-Ho;Jeong, Ju-Hong;Jung, Jae-Woon;Yoon, Kwang-Sik
    • Proceedings of the Korea Water Resources Association Conference
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    • 2011.05a
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    • pp.69-69
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    • 2011
  • 영산강 수계인 함평지역의 면적이 13.69ha인 논 유역에 건설기술연구원에서 개발된 수문모형인 CAT 모형을 적용하였다. 이 유역에서는 배수를 위해 플라스틱 파이프로 된 배수공을 쓰고 있으며, 배수공은 기존의 Weir Type의 물꼬와는 상이하게 Orifice 형식의 수리적 특성을 갖는다. 이러한 조건에 맞는 수문분석을 위해서 CAT 모형에 배수공을 위한 모듈이 추가되었으며, 현장 계측 자료를 이용한 적용성 평가가 요구되고 있다. 본 연구에서는 2008년부터 2010년까지 대상지역 논에서 모니터링 한 강우-유출 자료를 이용하여 논에서의 물수지 분석을 위한 CAT 모형의 적용성을 평가하였다.

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A Study on the Strain of Greenhouse Frame by Typhoon(II) (태풍에 의한 온실구조재의 변형도 고찰(II)

  • 서원명;윤용철
    • Proceedings of the Korean Society for Bio-Environment Control Conference
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    • 1999.11a
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    • pp.174-178
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    • 1999
  • 현재 농가에 많이 보급되어 있는 플라스틱피복 파이프 온실은 폭설이나 돌풍을 비롯한 강풍하에 놓이게 되면, 피복재의 파손이나 구조적인 붕괴현상으로 인하여 온실내 재배작물이 치명적인 피해를 입는 경우가 발생하게 된다. 실예로 1994년 2월 12일의 폭설과 1995년 7월 23일의 태풍 등 최근 2년을 연속하여 폭풍이나 강풍으로 막대한 피해를 경험한 바 있으며, 1997년 11월 12일의 나주 돌풍, 1998년 1월 8일 서부 경남지역의 강풍을 동반한 폭설, 1999년 8월 3일에 상륙한 태풍 올가 등은 온실과 같은 경량구조물의 안전을 크게 위협하고 있다. (중략)

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Fabrication and estimation of the plastic detector for measuring the contamination for beta-ray level of the kind of duct waste (배관류 폐기물의 베타선 오염도 측정용 플라스틱 검출기 제작 및 특성평가)

  • Kim Gye-Hong;Oh Won-Zin;Lee Kune-Woo;Seo Bum-Kyoung
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • v.3 no.3
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    • pp.159-165
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    • 2005
  • The characterization of radiological contamination inside pipes generated during the decommission of a nuclear facility is necessary before pipes can be recycled or disposed. But, existing direct measurements of radioactive contamination level using the survey-meter can not estimate the characteristic of contamination on a local area such as the pipe inside. Moreover, the measurement of surface contamination level using the indirect methods has many problems of an application because of the difficulty of collecting sample and contamination possibility of a worker when collecting sample. In this work, plastic scintillator was simulated by using Monte Carlo simulation method for detection of beta radiation emitted from internal surfaces of small diameter pipe. Simulation results predicted the optimum thickness and geometry of plastic scintillator at which energy absorption for beta radiation was maximized. In addition, the problem of scintillator processing and transferring the detector into the pipe inside was considered when fabricating the plastic detector on the basis of simulation results. The characteristic of detector fabricated was also estimated. As a result, it was confirmed that detector capability was suitable for the measurement of contamination level. Also, the development of a detector for estimating the radiological characteristic of contamination on a local area such as the pipe inside was proven to be feasible.

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Analysis of the Structural Safety in a Non-heating Greenhouse with a Single Cover for Citrus Cultivation in Jeju (제주지역 감귤재배용 단일피복 무가온하우스의 구조안전성 분석)

  • Yum Sung Hyun;Kim Hak Joo;Chun Hee;Lee Si Young;Kang Yun Im;Kim Young Hyo;Kim Yong Ho
    • Journal of Bio-Environment Control
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    • v.14 no.3
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    • pp.166-173
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    • 2005
  • This study was carried out to evaluate the structural stability in a non-heating greenhouse with a single cover for Citrus cultivation which was built up in Jeju on the basis of the drawing designed by Jejudo Agricultural Research & Extension Services and also to make use of the data for developing a standardized non-heating greenhouse in Jeju. The analysis of a structural stability was conducted by using CFX-5.7 and ANSYS under the design condition of a maximum accumulated snow-depth of 19.1 cm as well as an instantaneous maximum wind velocity of $36.6\;m{\cdot}s^{-1}$ which was set up on the basis of meteorological statistics in Jeju. As a result, the maximum von-Mises stress applied on pipes under the wind velocity of $36.6\;m{\cdot}s^{-1}$ showed a value of $250\;N{\cdot}mm^{-2}$ which was greater than the allowable stress of the pipe with a value of $235.4\;N{\cdot}mm^{-2}$ (=$2,400\;kg{\cdot}cm^{-2}$) and also $53.8\;N{\cdot}mm^{-2}$ under the snow-depth of 19.1 cm, respectively. This result suggested that the greenhouse be unstable under the design condition of an instantaneous wind velocity of $36.6\;m{\cdot}s^{-1}$ so that it was necessary for the greenhouse to be reinforced to secure the structural stability.

The Uplift Capacity of Plane and Corrugated Piles for Pipe Frame Greenhouse (파이프 골조온실의 민말뚝과 주름말뚝의 인발저항력)

  • Yong Cheol Yoon;Won Myung Suh;Jae Hong Cho
    • Journal of Bio-Environment Control
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    • v.10 no.3
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    • pp.148-154
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    • 2001
  • The uplift capacity of a pile for improving the wind resistance of the 1-2 W type plastic film pipe on greenhouses was tested using the plane and corrugated piles with various shapes and diameters. First, the resistant uplift capacity was measured by using the uplift loading on plane piles. As the uplift loading on plane piles increased, the resistant uplift capacity also increased until the loading was reached to ultimate uplift capacity. After ultimate uplift capacity was appeared the uplift displacement, the uplift capacity was decreased gradually. Secondly, the resistant uplift capacity was measured by using the uplift loading on corrugated piles. After the uplift capacity was reached the uplift displacement, the uplift capacity was continually increased or decreased. In general, the ultimate uplift capacity was independent of pile shapes, pile diameter length, and embedded pipe depth. However, the ultimate uplift capacity of a corrugated pile was twice more than that of a plane pile without regard to its diameter and embedded depth. The ultimate uplift capacity per unit pile area was increasing in deeper embedded depth. However, the longer a pile diameter was, the less ultimate uplift capacity. The uplift capacity of a plane pile, used in conjunction with the design wind velocity (26.9m.s$^{-1}$ ) of the project area, was unsatisfiable without regard to diameters and embedded depths of piles, while most of corrugated piles were well appeared uplift capacity under various experimental conditions.

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Growth of Green Pepper(Capsicum annuum L.) in a Plastic Greenhouse Covered with Anti-dropping Plasma Film (방적성 Plasma 처리 필름으로 피복된 플라스틱온실의 풋고추 생육)

  • Chun, Hee;Kim, Kyung-Je;Kim, Jin-Young;Kim, Hyun-Hwan;Lee, Si-Young
    • Journal of Bio-Environment Control
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    • v.9 no.3
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    • pp.156-160
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    • 2000
  • The Plasma film treated with a high electric voltage was developed to enhance flow down of condensation drops on inside plastic film. Arch type greenhouse framed with iron pipe of 25mm diameter defand 1.5mm thickness were covered with either the developed plasma film or surfactant film(control). Green pepper seedlings raised for 40 days in plug trays were transplanted at a density of 110cm by 30cm in each greenhouse. The mount of condensational water on film surface, generated by 7$0^{\circ}C$ water bath chimney systems and flew down, was collected and measured. The amount of collected water after 150 minutes was 2.56 mL.100c $m^{-2}$ and 0.94mL.100c $m^{-2}$ , respectively, in the plasma film and surfactant film-covered greenhouses. The amount of condensational water drops attached on the cover at 08:20 a.m. at 60 days filter covering was 0.34mL.100c $m^{02}$ and 0.32mL.100c $m^{-2}$ , respectively, in the plasma film- and surfactant film-covered greenhouses. Solar irradiance transmitted into greenhouse was 2.0% higher in the greenhouse covered with the plasma film tan that in the greenhouse covered with the surfactant film. Air temperature in the plasma film-covered greenhouse was higher than the surfactant film-covered greenhouse by 0.5$^{\circ}C$. However, there was no difference in relative humidity between the two greenhouse. Plant height, leaf area, dry weight and early yield showed no significant differences.s.

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Effect of a Supplementary Pole on the Structural Stability in the Single-span Plastic Greenhouses (단동하우스에서의 보강지주 설치 효과)

  • Yum, Sung-Hyun;Kim, Seoung-Hee;Lee, Sang-Bong;Kim, Min-Young;Kim, Chul-Soo
    • Journal of Bio-Environment Control
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    • v.19 no.2
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    • pp.63-69
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    • 2010
  • This study was implemented to clarify the effect of a supplementary pole on the increment of safety snow-depth for the single-span plastic greenhouses which had been run as standardized facilities for 10 to 15 years till April, 2007. In the previous work, some of the basic ideas of the use of a temporary pole were discussed, but application was restricted to both 2-D and the cases which took rafter's specifications into no consideration, and there was also much less experimental information available. So, by modeling the house as the 3-D frame structure, the present study attempted to provide a comprehensive review of the pole's effect through structural analyses as well as measurements. Structural analyses abnormally revealed that the pole regardless of its interval had a negative effect on the structural stability. The results was certainly inconsistent with practical experience and hence implied a necessity of reinforcing the roof purlin. Accordingly, with the purlin being sufficiently reinforced, the plastic greenhouse with the pole's interval of 3~4 m had two times safety snow-depth more than that of the plastic greenhouse without the pole. And the safety snow-depth of five types of the single-span plastic greenhouses according to the pole's intervals was presented.