• 제목/요약/키워드: Installed performance

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가설기자재 상태등급별 구조성능에 관한 연구 (A Study on Structural Performance by Condition Grade of Temporary Equipment)

  • 문성오;모승언;윤예빈
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2020년도 가을 학술논문 발표대회
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    • pp.16-17
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    • 2020
  • The Temporary construction refers to the construction or dismantling of temporary structures installed for the construction of the main structure at the construction site, and the members constituting this temporary facility are called temporary equipment. Temporary equipment used in construction sites is mostly used products that are reused rather than new products, and it is necessary to consider performance degradation due to repeated use. This study is a preliminary study to develop the performance evaluation criteria applied to temporary equipment that is distributed and reused for secondhand. This study is to analyze the performance status of temporary equipment of used goods owned by rental companies by condition grade through performance tests.

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수평형 지열원 히트펌프 시스템에 관한 연구 (A Study on Horizontal Ground Source Heat Pump Systems)

  • 박용정;김경훈
    • 에너지공학
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    • 제15권3호
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    • pp.160-165
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    • 2006
  • 지열원 히트펌프 시스템은 난방과 냉방부분에서 두드러진 관심을 보이고 있다. 국내에 설치된 지열원 히트펌프 시스템의 대부분은 수직형 방식으로 연구대상 또한 수직형이 주류이다. 본 연구에서는 수평형 지열원 시스템을 시설하우스에 설치하여 성능을 조사하였다. 연구결과, 히트펌프만 고려한 난방성능계수는 3.64이고 지열순환펌프를 포함한 성능계수는 3.31로 나타났다. 응축기 제거열에 대한 순환펌프의 동력은 28.0 W/kW이고, 열교환기길이는 53.3m/kW였다. 지중으로부터의 평균채열량은 14.58 W/m이고, 응축열에 대한 열교환기가 매립된 트렌치길이는 27.7m/kW였다.

비균열 콘크리트에 매립된 발전설비 정착부 선 설치 앵커의 구조성능 평가 (Performance Evaluation of the Cast-in-place Anchor Bolt in Non-cracked Concrete used in Power Plant Facilities)

  • 김동익;정우영
    • 한국산학기술학회논문지
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    • 제20권11호
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    • pp.250-258
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    • 2019
  • 과거 지진 발생으로 인하여 발전소 내 전력 운용설비의 전도로 인한 피해가 크게 발생하여 이에 대한 국내 발전소 운용설비 정착부에 대한 내진 안정성 평가는 매우 중요하다. 본 연구에서는 현재 국내 발전소 내 설치된 발전설비 현장조사를 통하여 콘크리트 슬래브에 설치된 발전설비 정착부 앵커볼트의 구조성능을 평가하였다. 대상구조물인 대청댐의 경우, 고정부 설치용으로 선 설치 앵커볼트가 사용되었으며 규격은 M10 J형 선설치 앵커볼트와 M12 J형 선설치 앵커볼트로 시공되었다. ASTM E 488-96 기준을 고려하여 앵커볼트 인발 및 전단 성능평가를 수행하였으며 평가된 앵커볼트의 성능을 국내외 설계기준(KCI 2012, ACI 318, EOTA TR45)과 비교, 분석하였다. 그 결과 M10, M12 J형 선설치 앵커볼트들은 모두 설계하중 값보다 높게 저항하는 것으로 나타나 현재 시공 상태가 설계기준은 충분히 만족하다는 결과를 얻었다. 하지만 이는 실험적 평가를 통한 결과일 뿐이므로 향후 수치해석 평가를 통하여 보다 폭넓게 분석될 필요가 있을 것으로 판단된다.

트랙터의 전후진 자동 변속을 위한 전자식 액추에이터의 위치 제어 시스템 개발 (Development of Electric Actuator Position Control System for Automatic Shuttle Shifting of Tractor)

  • 최창현;우미나;이대현;김용주;정진희
    • Journal of Biosystems Engineering
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    • 제35권4호
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    • pp.224-230
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    • 2010
  • The purpose of this study was to develop position control system of an electric actuator for automatic shuttle shifting of a tractor. The electric actuator was installed at the link of the forward-reverse gearshift of the tractor transmission, and controlled in the ranges of forward, neutral, and reverse positions. The position control system of the electric actuator was developed based on PID (Proportional Integral Derivative) controller and transfer function of the electric actuator. The coefficients of the PID controller were determined by Ziegler-Nichols (Z-N) method and optimized using simulation program. The prototype AMT (Automated Manual Transmission) test unit of the tractor was installed and used to evaluate the performance of the position control. The evaluation system for the control performance consisted of forward-reverse actuator, motor driver, and controller. The tests were conducted as the controlled positions of the actuator were changed from neutral position to forward, neutral, and reverse positions in sequence. The sequential tests were repeated 20 times. The operations of changing the gearshift were considered as the step response of the control system. Maximum overshoot, settling time, and steady-state error were analyzed. The results showed that performance of the position control system was reasonable and qualified. The maximum overshoots, the steady-state errors, and the settling times of the position control system were 10~20%, 1~5%, and 0.92~1.49 sec, respectively. The modifications of the electric actuator will be required to enhance the performance of position control during field operation.

심포일을 갖는 가스 포일 저널 베어링의 성능 예측 (Performance Predictions of Gas Foil Journal Bearing with Shim Foils)

  • 황성호;문창국;이종성;김태호
    • Tribology and Lubricants
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    • 제34권3호
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    • pp.107-114
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    • 2018
  • This paper presents a computational model of a gas foil journal bearing with shim foils between the top foil and bumps, and predicts its static and dynamic performance. The analysis takes the previously developed simple elastic foundation model for the top foil-bump structure and advances it by adding foil models for the "shim foil" and "outer top foil." The outer top foil is installed between the (inner) top foil and bumps, and the shim foil is installed between the inner top foil and outer top foil. Both the inner and outer top foils have an arc length of $360^{\circ}$, but the arc length of the shim foil is shorter, which causes a ramp near its leading edge in the bearing clearance profile. The Reynolds equation for isothermal and isoviscous ideal gas solves the hydrodynamic pressure that develops within the bearing clearance with preloads due to the ramp. The centerline pressure and film thickness predictions show that the shim foil mitigates the peak pressure occurring at the loading direction, and broadens the positive pressure as well as minimum film thickness zones except for the shortest shim foil arc length of $180^{\circ}$. In general, the shim foil decreases the journal eccentricity, and increases the power loss, direct stiffness, and damping coefficients. As the shim foil arc length increases, the journal eccentricity decreases while the attitude angle, minimum film thickness, and direct stiffness/damping coefficients in the horizontal direction increase.

콤바인의 자동제어에 관한 연구(I) -자탈형(自脱型) 콤바인의 주행방향제어(走行方向制御)- (Automatic Control of the Comnbine(I) -Automatic guidance control of the head-feed combine-)

  • 정창주;김성옥;김수성
    • Journal of Biosystems Engineering
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    • 제13권2호
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    • pp.38-45
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    • 1988
  • This study was intended to develop the system automatically controlling travel direction of combine by means of sensing paddy rows. The control system was composed of three detecting levers having different length, micro-switch, microcomputer and electro-hydraulic control system. Sensor and control system developed was tested to estimate optimum design values and its actual performance as installed in combine. The computer simulation and performance test at simulated and actual field were conducted to test for possibility of practical use. The results of the study arc summarized. as follows: 1. The travel traces of combine hiving the conventional sensor with 2 levers and the new sensor detecting the slope of paddy rows were compared through computer simulation. Turning frequency of combine having new sensor was fewer than that of conventional sensor, but the rate of turning for the combine with new sensor was much greater than that of conventional sensor. 2. As sensor was established behind the tip of divider, the sensor itself well followed paddy rows but the tip of divider did not, resulting in divider being deviated from paddy rows. It was analyzed that the sensor should be attached closer to the tip of divider to have a better performance of the control system. 3. The greater the length of sensor lever for given location of sensor attachment and combine forward speed, the higher sensitivity of turning in control system. Moreover, increasing combine speed resulted in a worse performance of control system following paddy rows. Consequently, it was necessary that an optimum length of sensor attachment and for the range of combine operational speed. 4. Field test of combine installed with the sensor and electro-hydraulic system developed in this study showed that it may be operated smoothly and well behaved to paddy rows to 4th gear of combine speed which was 59cm/s. Consequently. it was concluded that the combine with the guidance control system developed in this study may be successfully used for paddy combining.

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탄소섬유 앵커 X-브레이싱으로 보강된 철근콘크리트 기둥의 구조거동 및 내진보강 효과 (Retrofitting Effects and Structural Behavior of RC Columns Strengthened with X-Bracing Using Carbon Fiber Anchor)

  • 심종성;이강석;권혁우;김현중
    • 콘크리트학회논문집
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    • 제24권3호
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    • pp.323-331
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    • 2012
  • 이 논문에서는 콘크리트 기둥에 새로운 보강방법을 제시하여 반복하중에 대한 구조적인 성능시험을 하였다. 두 개의 콘크리트 기둥에 고성능 탄소섬유 다발을 이용하여 X자 형태의 보강을 실시하고, 기둥의 내부에 X-브레이싱을 고정하기 위해 기둥 단면을 천공하여 탄소섬유 다발을 기둥에 삽입한 후 탄소섬유로 단부를 감싸주는 새로운 보강방법인 탄소섬유 앵커 X-브레이싱 보강공법을 이용해 콘크리트 기둥의 구조성능과 보강효과를 시험을 통하여 규명하였다. 이를 위해 탄소섬유로 보강된 휨 파괴형 실험체 기둥과 전단 파괴형 실험체 기둥을 축소모형으로 각각 제작하였다. 휨과 전단저항 기둥에 대해 X-브레이스 보강 유, 무 실험체에 반복하중시험을 통해 기둥의 연성과 강도 보강효과를 확인하였다.

수치해석에 의한 스플리터 부착 원심송풍기 성능특성 연구 (Performance Analysis of a Centrifugal Fan with Splitters)

  • 장춘만;최가람;양상호
    • 대한기계학회논문집B
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    • 제35권10호
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    • pp.1067-1073
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    • 2011
  • 본 연구에서는 생활폐기물 관로이송 설비에 사용되고 있는 원심송풍기의 성능향상을 위해 임펠러날개 압력면과 부압면 측에 스플리터를 각각 설치하고, 스플리터의 코드길이 변화에 따른 성능특성을 삼차원 나비어-스톡스 방정식을 이용한 수치해석으로 분석하였다. 수치해석을 통한 기초연구를 바탕으로 날개 부압면측에서 발생하는 역류현상을 억제할 수 있는 스플리터의 익간설치를 고려하였으며, 주요설계 변수로는 코드길이를 설정하였다. 이를 통해 날개 부압면 측에 설치한 스플리터의 코드길이가 길어질수록 원심송풍기 압력 및 효율특성이 설계유량 조건 뿐만 아니라 유량증가에 따라 향상됨을 알수 있었다. 설계유량 조건에서 스플리터 부착 원심송풍기에 의해 효율 및 압력은 기존대비 각각 4% 및 18% 향상되었다.

생태저류지 LID 시설의 설계 및 평가를 위한 삭감대상부하비 산정방법 개선 (mprovement of Estimation Method of Load Capture Ratio for Design and Evaluation of Bio-retention LID Facility)

  • 최정현;이옥정;김용석;김상단
    • 한국물환경학회지
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    • 제34권6호
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    • pp.569-578
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    • 2018
  • To minimize the negative alterations in hydrologic and water quality environment in urban areas due to urbanization, Low Impact Development (LID) techniques are actively applied. In Korea, LID facilities are classified as Non-point Pollution Reduction Facilities (NPRFs), and therefore they are evaluated using the performance evaluation method for NPRFs. However, while LID facilities are generally installed in small, distributed configuration and mainly work with the infiltration process, the existing NPRFs are installed on a large scale and mainly work with the reservoir process. Therefore, some limitations are expected in assessing both facilities using the same method as they differ in properties. To solve these problems, in this study, a new method for performance evaluation was proposed with focus on bio-retention LID facilities. EPA SWMM was used to reproduce the hydrologic and water quality phenomena in study area, and SWMM-LID module used to simulate TP interception performance by installing a bio-retention cell under various conditions through long-term simulations. Finally, an empirical formula for Load Capture Ratio (LCR) was derived based on storm water interception ratio in the same form as the existing method. Using the existing formula in estimating the LCR is likely to overestimate the performance of interception for non-point pollutants in the extremely low design capacity, and also underestimate it in the moderate and high design capacity.

태양전지 모듈의 설치방향에 따른 오염특성 분석 (Analysis of Soiling for the Installation Direction of PV Module)

  • 이충근;신우균;임종록;주영철;황혜미;고석환;장효식;강기환
    • 신재생에너지
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    • 제16권4호
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    • pp.76-82
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    • 2020
  • Soiling on the surface of a PV module reduces the amount of light reaching the solar cells, decreasing power performance. The performance of the PV module is generally restored after contaminants on the module surface are washed away by rain, but it accumulates at the bottom of the module owing to the thickness of the module frame, causing an output mismatch on the PV module. Since PV modules are usually installed horizontally or vertically outdoors, soiling can occur at the bottom of the PV module, depending on the installation direction due to external environmental factors. This paper is analyzed the output characteristics of a PV module considering its installation direction and the soiling area. The soiling was simulated to use transparent films with 5% transmittance, and the transmission film was attached to the bottom part of the PV module horizontally and vertically. When the soiling area was 33% of the string at the bottom of the PV module, the power output decreased similarly regardless of installation direction. However, when the soiling area was 66% of the string at the bottom of the PV module, it was confirmed that the output performance decreased sharply when installed vertically rather than horizontally.