• 제목/요약/키워드: hydraulic connection

검색결과 69건 처리시간 0.023초

단조프레스기의 유압유 누유영역 영상 감지 시스템 (Image Detection System for Leakage Regions of Hydraulic Fluid in Faring Press Machine)

  • 배성호
    • 한국멀티미디어학회논문지
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    • 제12권11호
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    • pp.1557-1562
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    • 2009
  • 단조프레스기의 유압실에서 배관의 연결부위의 손강으로 인한 누유는 인명피해와 기계 파손의 위험성이 있어 이를 조기에 발견하여 예방하는 시스템이 필요하다. 본 논문에서는 원격지에서 회전형 카메라를 이용하여 유압유의 누유여부를 자동 인식하는 시스템을 구현하였다. 구현한 시스템은 라벨링 과정에서 객체영역을 나타내는 경계사각형을 구하고 경계사각형의 높이와 폭에 대한 비율, 누유형상의 원형도를 이용하여, 올바른 누유영역을 추출하였다. 또한 잡음제거와 영상의 이동과 회전에 대한 보정을 전처리 과정으로 수행한다. 실험을 통하여 제안한 시스템이 여러 가지 조명 환경에서도 누유영역을 정확하게 찾아내는 것을 확인하였다.

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단조프레스기의 유압유 누유 영역 영상 감지 시스템 (Image Detection System for leakage regions of Hydraulic Fluid in Foring Press Machine)

  • 이경환;배성호
    • 한국콘텐츠학회:학술대회논문집
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    • 한국콘텐츠학회 2009년도 춘계 종합학술대회 논문집
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    • pp.35-39
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    • 2009
  • 단조프레스기의 유압실에서 배관의 연결부위의 손상으로 인한 누유는 인명피해와 기계 파손의 위험성이 있어 이를 조기에 발견하여 예방하는 시스템이 필요하다. 본 논문에서는 원격지에서 회전형 카메라를 이용하여 유압유의 누유여부를 자동 인식하는 시스템을 구현 하였다. 구현한 시스템은 레이블링 과정에서 후보누유영역을 나타내는 최소경계사각형(MBR)을 구하고 MBR의 넓이와 높이 및 MBR의 면적과 후보 누유 영역의 면적비를 이용하여, 올바른 누유영역을 추출하였다. 실험을 통하여 제안한 시스템이 여러 가지 조명 환경에서도 누유영역을 정확하게 찾아내는 것을 확인하였다.

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DEVELOPMENT OF A FLOOD PROTECTION SYSTEM BY THE USE OF MODEL TESTS

  • Knoblauch Helmut;Goekler Gottfried;Heigerth Guenther
    • Water Engineering Research
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    • 제3권1호
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    • pp.45-55
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    • 2002
  • The Szentgotthard Flood Protection Project is located in the southeasters part of Austria, very close to the Hungarian border and to the Hungarian town of Szentgotthard situated near the Junction of the rivers Lafnitz and Raab. During heavy rainstorms, this area has always been liable to severe floodings, affecting the town itself and upstream reaches, where major industrial and commercial development is planned. In order to solve these problems, several solutions have been developed by means of a series of model tests performed at the hydraulic laboratory of the Technical University of Graz, Austria. The model was constructed to scales 1:75 (lengths) and 1:25 (heights). This trebled scale allowed greater accuracy in the measurement of discharge depths. The results from the model tests have led to the following proposals: - Construction of a flood relief trough with an inflow section 3.5 km upstream of the junction of the rivers Lafnitz and Raab. - Use of a former river bed for the flood relief trough. - Design of a lowered embankment crest section to pass one-third of the maximum flood flow of the river Lafnitz. - Connection of the flood relief trough to the Lahnbach stream, a tributary of the river Raab.

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GIS와 수리학적 해석을 고려한 금만연결수로의 3차원 모델링에 관한 연구 (A Study on 3 Dimensional Modeling of Keum-man Connection Canal using GIS and considering Hydraulic Analysis)

  • 김대식;남상운;김태철
    • 한국농공학회논문집
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    • 제50권5호
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    • pp.3-15
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    • 2008
  • This study aims to simulate the 3 dimensional (3D) model of Keum-man connection canal using geographic information system (GIS) as well as considering design in viewpoint of engineering. The canal connects from Keumkang to Mangyungkang in order to supply fresh water into Saemankeum lake. This study used 3 dimensional spatial planning model (3DSPLAM) process to generate the 3D model, which has not only several planning layers in actual process, but also their corresponding layers in modeling process to simulate 3D space of rural villages. The discharge of the canal is $20m^3/s$ on slope of 1/28,400 in the canal length of 14.2km, which consists of pipe line and open channel. This study surveyed the route of the canal and its surrounding environment for facilities to make images in the 3D graphic model. Besides, the present study developed data set in GIS for geogrphical surface modeling as well as parameters in hydraulic analysis for water surface profile on the canal using HEC-RAS model. From the data set constructed, this study performed analysis of water surface profile with HEC-RAS, generation of digital elevation model (DEM) and 3D objects, design of the canal section and route on DEM in AutoCAD, and 3D canal model and its surrounding 3D space in 3DMAX with virtual reality. The study result showed that the process making 3D canal model tried in this study is very useful to generate computer graphic model with the designed canal on the surface of DEM. The generated 3D canal can be used to assist decision support for the canal policy.

굴착기 암가 연결핀의 구조해석 (Structural Analysis of Excavator Arm and its Connection Pins)

  • 한문식;조재웅
    • 한국생산제조학회지
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    • 제20권1호
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    • pp.7-12
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    • 2011
  • Hydraulic excavator in digging at the construction machinery is a widely used mechanical device. Excavator attachments are taken with structural load and fatigue during digging under applied reaction. Fatigue analysis is done at joint pin between bucket and arm of front attachment at excavator under the force of hydraulic cylinder in operation. It is analyzed how load can be supported at the lower driving body applied on the bucket. In this study, the deformation of arm and the fatigue result are examined when reaction force is applied on the attachment of excavator.

NEW MODELING AND CONTROL OF AN ASYMMETRIC HYDRAULIC ACTIVE SUSPENSION SYSTEM

  • Kim, Wanil;Sangchul Won
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1998년도 제13차 학술회의논문집
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    • pp.490-495
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    • 1998
  • In this paper an asymmetric hydraulic actuator which consists of single acting cylinder and servo valve is modeled for a quarter car active suspension system. This model regards the force as an internal state rather than a control input. The control input of the model is the sum of oil flows that pass through the valve's orifices. The resulting dynamic equation in the state space ap-pears a feedback connection of a nominal linear time in-variant term with a nonlinear bounded uncertain block. Since this model makes it possible to eliminate the force control phase, analysis and controller design are made straightforward and simple. Well known LQR method is then applied. Simulation and test rig experiment show the effectiveness of this approach in modeling and control.

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A SUMMARY OF 50th OECD/NEA/CSNI INTERNATIONAL STANDARD PROBLEM EXERCISE (ISP-50)

  • Choi, Ki-Yong;Baek, Won-Pil;Kang, Kyoung-Ho;Park, Hyun-Sik;Cho, Seok;Kim, Yeon-Sik
    • Nuclear Engineering and Technology
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    • 제44권6호
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    • pp.561-586
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    • 2012
  • This paper describes a summary of final prediction results by system-scale safety analysis codes during the OECD/NEA/CSNI ISP-50 exercise, targeting a 50% Direct Vessel Injection (DVI) line break integral effect test performed with the Advanced Thermal-Hydraulic Test Loop for Accident Simulation (ATLAS). This ISP-50 exercise has been performed in two consecutive phases: "blind" and "open" phases. Quantitative comparisons were performed using the Fast Fourier Transform Based Method (FFTBM) to compare the overall accuracy of the collected calculations. Great user effects resulting from the combination of the possible reasons were found in the blind phase, confirming that user effect is still one of the major issues in connection with the system thermal-hydraulic code application. Open calculations showed better prediction accuracy than the blind calculations in terms of average amplitude (AA) value. A total of nineteen organizations from eleven countries participated in this ISP-50 program and eight leading thermal-hydraulic system analysis codes were used: APROS, ATHLET, CATHARE, KORSAR, MARS-KS, RELAP5/MOD3.3, TECH-M-97, and TRACE.

안성천 수계 국가하천구간 하상 수리전도도 측정 시험 (Measurement of Streambed Hydraulic Conductivity in Stream Sections in the Anseongcheon Watershed, Korea)

  • 전선금;이일훈;이정우;정일문;홍성훈
    • 지질공학
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    • 제27권4호
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    • pp.377-382
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    • 2017
  • 안성천 수계 하류부 국가하천구간내 15개 지점에 대해 하상퇴적층의 수리전도도 측정 시험을 수행하였다. 각 지점별로 하상퇴적층에 시피지미터와 피조미터를 설치하여 하천수-지하수 상호교환량과 수리경사를 측정하고 이를 Darcy 공식에 대입하여 연직방향 수리전도도를 산정하였다. 하천수-지하수 교환량은 $4.08{\times}10^{-6}{\sim}1.49{\times}10^{-5}m/s$, 연직방향 수리경사는 0.005에서 0.145로 측정되었고, 하상수리전도도는 $7.80{\times}10^{-5}{\sim}1.58{\times}10^{-3}m/s$로 산정되어 하천구간별, 지점별로 하천과 대수층간에 연결성의 큰 차이를 나타내었다. 하천과 대수층간의 수리적 상호연결성을 정량적으로 파악하고 지하수개발 이용이 하천수량에 미치는 영향을 평가하기 위해서는 하상퇴적층 수리전도도와 같이 하천과 대수층간 연결부의 수리지질학적 조사가 필요하며, 현장시험 및 분석 방법에 대한 기술적 향상이 이뤄져야 할 것이다.

하천의 차단된 공간에서 생태적 연결성 회복을 위한 수리수문학적 분석모형 개발 (Development of a Hydraulic and Hydrologic Analysis Model for the Recovery of Ecological Connectivity at an Isolated Space of a Stream)

  • 이진우;제갈선동;김창완
    • Ecology and Resilient Infrastructure
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    • 제3권1호
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    • pp.1-7
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    • 2016
  • 최근 하천복원 사업은 하천의 이수 및 치수 기능과 함께 생태적 기능을 고려한 방향으로 진행되고 있다. 생태적 건강성과 다양성이 증대된 하천으로의 복원을 위해서는 하천 내 제방과 같은 종적구조물로 의해 차단된 공간에서의 수리수문 연결성 회복이 중요하다. 본 연구에서는 차단된 공간에서의 생태적 연결성 분석에 필요한 수리수문자료의 제공을 위한 첫번째 단계로써 강우에 의한 유역유출 및 하도흐름 해석이 동시에 가능한 1차원 수치모형을 개발하였고, 이를 청미천 유역에 적용하였다. 수치해석 결과는 실측 자료 및 타 모형의 수치해석 결과와 비교하였고, 그 결과 잘 일치함을 알 수 있었다. 본 연구의 결과는 생태적 변화를 예측할 수 있는 자료의 제공을 위해 장기적인 수리수문분석이 가능하도록 보완될 예정이다.

하이드로 임베딩시 체결용 연결요소의 형상 최적화 연구 (Studies on the Shape Optimization of Connecting Element for Hydro-Embedding)

  • 김봉준;김동규;김동진;문영훈
    • 소성∙가공
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    • 제14권9호통권81호
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    • pp.756-763
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    • 2005
  • The applicability and productivity of hydroforming process can be increased by combining pre- and post-forming processes such as the bending, piercing and embedding process. For the fabrication of automotive parts, the hollow bodies with connecting nuts are widely used to connect parts together. Hollow body with connecting nuts has been conventionally fabricated by welding nuts or screwing in autobody screws. It requires multiple steps and devices fur the welding and/or screwing Therefore in this study, hydro-embedding process that combines the hydraulic embedding of connecting element(nut) with hydroforming process is investigated. Studies on the hydro-embedding technology have been performed to optimize the shape of the connecting element by analyzing the deformed mode of the embedded tube The effects of the shape of the screw tip, screw thread and shape of thread on the connection force between the tube and the connecting element have been investigated to optimize the shape of connecting element. Finite element analysis has also been performed to provide deformation behaviors of the tube surrounding a hole produced by hydro-embedding.