• 제목/요약/키워드: Sun Pipe

검색결과 234건 처리시간 0.024초

Cement Prefabricated Piped Making and Its Application on Agriculture Irrigation

  • Meng, Qingchang;Sun, Qingyi;Dang, Yongliang
    • 한국농업기계학회:학술대회논문집
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    • 한국농업기계학회 1996년도 International Conference on Agricultural Machinery Engineering Proceedings
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    • pp.212-218
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    • 1996
  • The concrete pipe used to distribute irrigation water to the right place now available is commonly made up of cement , sand, earth, pebble, etc. These materials with right ratio and right amount of water were mixed and squeezed through the pipe-making machine called vertical squeezed pipe-making machine, and then a cement prefabricated pipe is produced . This kinds of pipe has been expanding by leaps and bounds. Being little cement contents and low cost, the length of pipe is 1.0m or so with weight of 50kg, which is easy to be made and to be transported. The demolish pressure of it is 0.2 MPa or so, which meets the needs of agriculture irrigation . The buried pipe irrigation system, has been popularized in Jining Municipal , Shandong Province. By the year of 1995 , the irrigation area under pipe conveyancesystem usign this type of pipe has reached 74000 hectares. By calculation, about 27.7million ㎥ water, 2.88 million kWh power , 0.167 million man power and 1528 hectares cu tivated land will be saved one year, adding value of agriculture output increased by 10 million kg. The total economic benefits amount to 0.92 million US$ a year. The paper presents the pipe making course and its application on a large scale area.

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유한요소법을 이용한 분기배관의 성형해석에 관한 연구 (A study on the Analyses of T-branch Pipe Forming using a Finite Element Method)

  • 남준석;백창선;임광규;사공성호;소수현;민경탁
    • 한국화재소방학회논문지
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    • 제21권1호
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    • pp.98-105
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    • 2007
  • 본 연구에서는 소방 건축분야에 가장 많이 사용되는 배관인 배관용 탄소강관 및 이에 상응하는 스테인리스 강관을 분기배관으로 제작이 가능한지 여부를 상용유한요소프로그램(ABAQUS)을 이용하여 확인하였다. 이러한 배관을 분기배관으로 성형할 경우 심이 없는 배관 사용을 원칙으로 하고 배관에 심이 있는 경우 심과 정반대방향을 성형면으로 하여야 한다. 배관의 성형시 플러그의 경사면과 길이가 성형에 가장 큰 영향을 미치는 요소임을 알 수 있었다. 분기배관의 성형해석결과를 토대로 분기부분의 최소 높이와 두께를 제안했다.

재사용 파이프서포트의 내력변화 연구 (A study on the strength Change of Used Pipe Support)

  • 백신원;최순주
    • 건설안전기술
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    • 통권38호
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    • pp.79-87
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    • 2006
  • Formwork is a temporary structure that supports its weight and that of freshly placed concrete as well as construction live loads. In constructions site, pipe supports are usually used as shores which are consisted of the stab formwork. The strength of a pipe support is decreasing as it is frequently being used at the construction site. Among the accidents and failures that occur during concrete construction, there are many formwork failures which usually happen at the time concrete is being placed. The objective of this study is to find out the strength change of used pipe support and unused pipe supports according to aging. In this study, 2857 pipe supports were prepared. Among these pipe supports, 2337 pipe supports were lent to the construction companies free of charge. 520 pipe supports were kept on the outside. Compressive strength was measured by knife edge test and plate test at each 3 month. Test results show that the strength of unused pipe supports as well as used pipe supports was decreasing according to age, use frequency and load carrier, and the strength of used pipe supports was lower than the strength of unused pipe supports at the same age. So, the strength of used pipe supports from 191 days to present day was not satisfied the specification of KSF 8001. In this study, the strength of pipe support according to age, use frequency and load carrier was predicted using SPSS 12.0. It was known that the strength of pipe support using for 5 years was reduced to 42.8%. According to these results, it shows that attention has to be paid to formwork design using used pipe supports. Therefore, the present study results will be able to provide a firm base to prevent formwork collapses.

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지중매설 연성관의 관강성 추정 (Pipe Stiffness Prediction of Buried Flexible Pipes)

  • 박준석;김선희;김응호
    • 상하수도학회지
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    • 제26권1호
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    • pp.13-20
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    • 2012
  • In this paper, we present the result of an investigation pertaining to the pipe stiffness of buried flexible pipes. Pipe stiffness (PS) formula for the parallel plate loading condition is derived based on the elasticity theory. Vertical and horizontal displacements are also derived. Vertical deflection is always larger than the horizontal deflection because some of energy due to overburden load is stored in the pipe but the difference is negligibly small. In the study, mechanical properties of the flexible pipes produced in the domestic manufacturer are tested and the results are reported in this paper. In addition, pipe stiffness is determined by the parallel plate loading tests and the finite element analysis. The difference between test and analysis is less than 14% although there are significant variations in the mechanical properties of the pipe material. Therefore, it was found that the finite element analysis can be used to predict the pipe stiffness instead of conducting parallel plate loading test.

The development of a practical pipe auto-routing system in a shipbuilding CAD environment using network optimization

  • Kim, Shin-Hyung;Ruy, Won-Sun;Jang, Beom Seon
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제5권3호
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    • pp.468-477
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    • 2013
  • An automatic pipe routing system is proposed and implemented. Generally, the pipe routing design as a part of the shipbuilding process requires a considerable number of man hours due to the complexity which comes from physical and operational constraints and the crucial influence on outfitting construction productivity. Therefore, the automation of pipe routing design operations and processes has always been one of the most important goals for improvements in shipbuilding design. The proposed system is applied to a pipe routing design in the engine room space of a commercial ship. The effectiveness of this system is verified as a reasonable form of support for pipe routing design jobs. The automatic routing result of this system can serve as a good basis model in the initial stages of pipe routing design, allowing the designer to reduce their design lead time significantly. As a result, the design productivity overall can be improved with this automatic pipe routing system.

발사체 산화제 터널형 배관 성능시험 (Performance Test of an Oxidizer Tunnel-Type Pipe for Launch Vehicle)

  • 길경섭;한상엽;고현석;신동순;조인현
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2009년도 제33회 추계학술대회논문집
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    • pp.273-277
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    • 2009
  • 본 연구에서 적용한 발사체용 산화제 터널형 배관은 액체산소를 터보펌프까지 전달하는 장치로 산화제 탱크 하부에 설치된 연료탱크를 관통하여 설치된다. 터널형 배관은 연료탱크를 우회하여 설치되는 우회 배관에 비해 무게가 절감되나 열전달 표면적이 커져 연료 탱크에 저장된 연료의 온도를 변화 시킬 수 있다. 따라서 본 연구에서는 터널형 배관의 극저온 성능시험을 통하여 배관 특성 및 연료 탱크로의 열전달 현상을 고찰하였으며, 또한 발사체에 적용가능성을 확인하였다.

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분기배관의 강도해석에 관한 연구 (A Study on the Strength Analyses of T-Branch Pipes)

  • 남준석;사공성호;백창선;임광규;정재한;민경탁
    • 한국화재소방학회논문지
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    • 제21권2호
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    • pp.36-41
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    • 2007
  • 본 연구에서는 분기배관의 강도해석을 통해 분기배관이 화재안전기준상에서 사용할 수 있는지를 판단하였다. 그 판단 방법으로 상용유한요소프로그램(ABACUS)를 사용하였고, 강도해석결과를 증명하기 위해 해당 분기배관에 본체강도시험을 실시하였다. 그 결과를 통해 분기배관의 사용가능성을 확인하였다. 또한, 분기배관으로 가장 많이 사용되는 배관인 배관용 탄소강관(KS D 3507)과 같은 용도로 사용할 수 있는 스테인리스배관이 KS D 3576(배관용 스테인리스 강관) 10S임을 확인하여 스테인리스배관이 소화배관에 적용될 수 있도록 하였다.

결빙 관막음시 배관내 유체 결빙현상의 실험적 연구 (An Experimental Study for the Liquid Freezing Phenomena in a Pipe During Ice Plugging)

  • 박영돈;조현철;최병익;김귀순
    • 대한기계학회논문집B
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    • 제25권3호
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    • pp.366-372
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    • 2001
  • The ice plugging process consists of placing liquid nitrogen around a pipe and removing heat until the water in the pipe freezes and provides a solid plug or seal against fluid movement. This technique enables us to repair or inspect a pipe system without shutdown of entire system. A set of test apparatus for investigation of the liquid freezing phenomena during ice plugging is prepared. This study shows the characteristics of the liquid freezing and the heat transfer with various pipe and freezing jacket conditions. And in case there is flow of the fluid inside the pipe, the flow rate which can be able to form the ice plug is identified with the effect of the pipe diameter and freezing jacket length on the plug formation. The permissible maximum flow rate for the complete plug formation is approximately proportional to the freezing jacket length at the same pipe diameter condition.

Analysis on the Circumference Wall Temperature in a Long Horizontal Pipe with Thermal Stratification

  • Ahn, Jang-Sun;Ko, Yong-Sang;Kim, Yu-Hwan;Park, Byeong-Ho;Kim, Eun-Kee
    • 한국원자력학회:학술대회논문집
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    • 한국원자력학회 1995년도 추계학술발표회논문집(1)
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    • pp.364-370
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    • 1995
  • The One-dimensional fin model is used to analyze the angular wall temperature variation of long horizontal lines, where stratification could result in top-to-bottom differences in wall temperatures. The top and bottom sections are treated separately and coupled by boundary conditions. The thermal stratification analysis is focused on the effects of the heat transfer rates at the pipe surface. The results show that the heat transfer rate at the pipe surface is the controlling parameter which reduce significantly the temperature difference in pipe circumferential direction. The one-dimensional fin modelling analysis results are verified by comparison with the operating PWR test data. The circumferential temperatures of pipe calculated by one-dimensional fin modelling agree well with the PWR plant test data.

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