• 대한전기학회:학술대회논문집
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• 대한전기학회 1998년도 추계학술대회 논문집 학회본부 C
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• pp.913-915
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• 1998

This paper describes the application of two and three dimensional electric field analysis for vacuum interrupter with spiral contacts. The electric potentials of floating arc shield and electric fields in a vacuum interrupter are analysed at various gap distances from 1mm to 12mm. The electric potentials of floating shield is increased with the gap distance, which is because the relative position of shield is closer to the fixed contact so that the capacitance distribution inside interrupter is varied. The calculated results show that the maximum value of electric field in a vacuum interrupter with floating shield is nearly same to that without shield at short gap distance below 5mm, however at longer gaps more intensive electric field is achieved in interrupter with shield comparing with the model without shield, which is due to the influence of charged floating shield.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2008년도 하계학술대회 논문집 Vol.9
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• pp.478-479
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• 2008

this paper describes the electric field distribution interpretation along a shield form inner vacuum interrupter(VI). The equipotential line and electric field and field vector in a VI are analysed by a finite element method at various shield form. in result, The equipotential line and electric field distribution was affected to VI shield form. The reason is as it gets distortion of equipotential line done. shield of cup type is how to electric field distribution, finally, this paper recognized whether or not affected, and proposed gap with the most suitable shield length and an external insulation.

• Nuclear Engineering and Technology
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• 제26권4호
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• pp.570-577
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• 1994

The loss of water in the carbon steel balls and water region of the end shield for CANDU 6 reactor could lead to significant temperature gradient through the end shield structure which amy result in the excessive deformation. With an assumed end shield drained scenario, the heat deposition rates were calculated through the end shield associated with the central fuel channel during full power operation as an initial step to thermal stress analysis. The drained case was compared with that of water present normal case in therms of heat deposition rater and the total heating throughout the end shield regions. The compared results show that the heat deposition and the total heating remain almost the same between the two cases. It was found that the change of volume integrated flux in the end shield regions due to the loss of water contribute a negligible effect on the heat deposition in this region.

• Geomechanics and Engineering
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• 제23권6호
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• pp.513-521
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• 2020

In this paper, due to the need for cutting cement-soil group pile composite foundation under the 7-story masonry structure of Zhenghe District and the shield tunnel of Zhengzhou Metro Line 5, a field test was conducted to directly cut cement-soil single pile composite foundation with diameter Ф=500 mm. Research results showed that the load transfer mechanism of composite foundation was not changed before and after shield tunnel cut the pile, and pile body and the soil between piles was still responsible for overburden load. The construction disturbance of shield cutting pile is a complicated mechanical process. The load carried by the original pile body was affected by the disturbance effect of pile cutting construction. Also, the fraction of the load carried by the original pile body was transferred to the soil between the piles and therefore, the bearing capacity of composite foundation was not decreased. Only the fractions of the load carried by pile and the soil between piles were distributed. On-site monitoring results showed that the settlement of pressure-bearing plates produced during shield cutting stage accounted for about 7% of total settlement. After the completion of pile cutting, the settlements of bearing plates generated by shield machine during residual pile composite foundation stage and shield machine tail were far away from residual pile composite foundation stage which accounted for about 15% and 74% of total settlement, respectively. In order to reduce the impact of shield cutting pile construction on the settlement of upper composite foundation, it was recommended to take measures such as optimization of shield construction parameters, radial grouting reinforcement and "clay shock" grouting within the disturbance range of shield cutting pile construction. Before pile cutting, the pile-soil stress ratio n of composite foundation was 2.437. After the shield cut pile is completed, the soil around the lining structure is gradually consolidated and reshaped, and residual pile composite foundation reaches a new state of force balance. This was because the condensation of grouting layer could increase the resistance of remaining pile end and friction resistance of the side of the pile.

• 핵의학기술
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• 제14권2호
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• pp.65-76
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• 2010

1994년 PET의 국내 도입 이후, 현재까지 양적으로나 질적으로 많은 발전이 있었다. 하지만 이와 함께 방사성의약품의 사용량 또한 급증하면서 검사에 있어서 가장 중요한 역할을 하는 방사선사의 개인피폭선량이 높아지는 요인으로 작용했던 것이 사실이다. 식품의약품안전청의 피폭선량관리센터에서 발표한 자료에 따르면 2008년도 방사선작업종사자의 전체 평균 피폭선량은 0.67 mSv였고, 방사선사 전체 피폭선량은 1.33 mSv로 해마다 감소하는 것으로 나타났다. 설문결과를 살펴보면 PET 검사 담당자의 평균피폭선량은 1.69 mSv였고, 1.0 mSv를 초과하는 구간에 75.3%의 방사선사가 포함되어 있었다. 이는 고 노출구간에 속한 방사선사의 비율이 높다는 것을 의미하므로, 피폭저감을 위한 노력이 요구된다. 본 연구에서는 설문조사를 통하여 PET 검사 프러시저별 차폐기구의 활용에 따른 방사선 피폭 정도를 TLD 수치를 이용하여 분석하고, 실험을 통하여 각 차폐기구의 차폐율을 측정함으로써, 그 효용성을 입증하고 적합한 차폐방법을 강구하고자 하였다. 방사선 피폭의 위험에 대해서 어느 누구보다 잘 인지하고 있는 방사선사임에도 불구하고 안이하게 생각하는 경향이 있었다. 설문결과를 살펴보면 방사선 피폭의 위험성에 대한 인식도와 피폭선량과는 크게 관련이 없었으며, 차폐기구의 활용도에 따라서는 피폭선량의 차이가 확연하게 나타났다. 프러시저 중 피폭선량에 가장 많은 영향을 미치는 단계는 방사성의약품의 투여였으며, 투여시 차폐방법에 따라 이동시 차폐방법도 달라졌다. 투여 시 차폐기구 사용현황을 보면 Both shield는 58.5%, L-Block은 20%, Syringe shield는 9%, No shield는 12.3%를 차지하였다. TLD 수치에 따른 투여 시 차폐방법은 수치가 낮을수록 Both shield와 L-block을 많이 사용하였으며, 수치가 높을수록 Syringe shield와 차폐를 시행하지 않는 경우가 많았다. 실험결과, 가장 이상적인 차폐방법은 분배 시엔 L-block을 사용하고, 이동시엔 Syringe shield carrier를 사용하며, 투여 시엔 L-block과 Syringe shield를 함께 사용하는 것이다. 환자 포지셔닝 시 Apron의 차폐율은 평균 16.4%로 차폐효과가 있다. PET 검사를 시행함에 있어서 강한 실천의지를 가지고 프러시저별로 차폐기구를 적극 활용한다면 점증하는 방사선사의 피폭 수준을 크게 감소시킬 수 있을 것으로 판단된다.

• Journal of Electrical Engineering and Technology
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• 제1권3호
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• pp.308-312
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• 2006

The inductance difference between conducting layers of high-Tc superconducting (HTSC) power transmission cable causes the current sharing of each conducting layer to be unequal, which decreases the current transmission capacity of HTSC power cable. Therefore, the design for even current sharing in HTSC power transmission cable is required. In this paper, we investigated the current distribution of HTSC power cable with a shield layer dependent on the pitch length and the winding direction of each layer. To analyze the effect of the shield layer on the current sharing of the conducting layers of HTSC power cable, the current distribution of HTSC power cable without a shield layer was compared with the case of HTSC power cable with a shield layer. It could be found through the analysis from the computer simulations that the shield layer of HTSC power cable could be contributed to the improvement of current distribution of conducting layers at the specific pitch length and the winding direction of conducting layer. The result and discussion for the current distribution calculated for HTSC power transmission cable with a shield layer were presented and compared with the cable without a shield layer.

• 한국안전학회지
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• 제17권2호
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• pp.112-117
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• 2002

메탄-공기의 비예혼합 대향류 확산화염 차폐가스가 화염구조에 미치는 영향을 수치적으로 조사하였다. 20 $s^{-1}$의 저변형율, 메탄가스 19%와 질소 79%의 혼합가스 연료와 공기의 확산화염을 대상으로 하였다. 질소차폐가스의 속도의 차폐가스의 유무에 따른 화염의 형태와 중심선상의 온도 및 축방향 속도의 분포를 비교하였다. 정상중력에서 $V_{S}/V_{F}{\leq}2$일 때 차폐가스의 유동이 화염구조에 미치는 영향은 무시할 수 있었다. 정상중력에서 차폐가스가 없는 경우의 화염형태와 그 위치는 차폐가스가 있는 경우와 다르지만, 무중력에서는 중심선상에서 차폐가스의 영향이 거의 없었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.1275-1282
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• 2009

The tunnel excavations are used for construction of common utility tunnel, electric tunnel, communication line tunnel, water supply and public sewerage pile line in urban area. The trench cut methods were mainly used in the past, but now, tunneling method is more being used. The tunnel excavation method like as NATM, Messer-Shield, Semi-Shield Methods are being applied to small section tunnel in Korea. The actual construction results of seme-shield method are increasing due to simplified construction process and reduced noise and vibration. And also this method is being used frequently in waterway tunnel and construction of prevention flooding recently. The seme-shield method design guideline is absence except for electric line tunnel construction in Korea, because of the semi-shield method was developed in Europe and Japan. In the prescriptive design, engineer's subjects are tending to intervene, because of absence of standard and specification for details. Therefore, Design and Construction Problems of Semi-Shield Method were described and construction trouble was introduced for exam. These problem and construction troubles have to be examined thoroughly in advance.

• 한국전기전자재료학회논문지
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• 제22권5호
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• pp.436-442
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• 2009

This paper describes a study on the design of compact polymer bushing with inner control shield. In the bushing, a high electric stress occurred between field shaper and central conductor by the closely space. Also coaxial cylindrical shield has a great height along the axis to control an electric field. Consequently, all the potentials are raised axially along the field shaper and electric stress is concentrated on a part of the surface of the FRP tube near the upper end of the field shaper. In accordance, the field control can be achieved by means of the designs of such inner control shields. The floating and ring shield designs was decreased electric field concentration at critical parts of the bushing. The shield gaps is formed between field shaper and ring shield. Accordance equipotential lines extend through gaps. As a result, the resulting electrical stress are thus reduced in the range $17{\sim}23%$ in the bushing with floating and ring shield designs. Maxwell 2D simulator based on the boundary element method was also introduced in order to verify the reliability of the polymer bushing. The optimized design uses internal elements for electric stress grading at critical parts of the bushing.

• Computers and Concrete
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• 제29권4호
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• pp.209-217
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• 2022

In order to analyze the static and dynamic structural characteristics of the Obermeyer gate under overflow conditions, the force characteristics and vibration characteristics of the shield plate structure are studied based on the fluid-solid coupling theory. In this paper, the effects of the flow rate, airbag pressure and overflow water level on the structural performance of shield plate of air shield dam are explored through the method of controlling variables. The results show that the maximum equivalent stress and total deformation of the shield plate decrease first and then increase with the flow velocity. In addition, they are positively correlated with the airbag pressure. What's more, we find that the maximum equivalent stress of the shield plate decreases first and then increases with the overflow water level, and the total deformation of the shield plate decreases with the overflow water level. What's more importantly, the natural frequency of the shield structure of the Obermeyer gate is concentrated at 50 Hz and 100 Hz, so there is still the possibility of resonance. Once the resonance occurs, the free edge of the shield vibrates back and forth. This work may provide a theoretical reference for the safe and stable operation of the shield of the Obermeyer gate.