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오버행 구조를 갖는 LSPM의 3D FEM과 등가회로법을 이용한 특성해석
강한별(Han byul Kang),김병택(Byung taek Kim),류세현(Se hyun Rhyu),권병일(Byung il Kwon) 대한전기학회 2006 대한전기학회 학술대회 논문집 Vol.2006 No.4
This paper shows the characteristic analysis of single-phase LSPM(Line Start Permanent Magnet) synchronous motor considering overhang structure. To obtain the dynamic and steady performance of the motor, the D-Q equivalent circuit is used and the circuit parameters are extracted by 3D FEM. The performance of the model with overhang is compared with conventional model without overhang on the condition that both models have the same volume of the permanent magnet.
오버행 효과를 고려한 단상 유도동기전동기의 특성해석 및 설계
강한별(Han-Byul Kang),金炳澤(Byung-Taek Kim),白守黃(Soo-Whang Baek),金弘錫(Hong-Seck Kim),權丙一(Byung-Il Kwon) 대한전기학회 2009 전기학회논문지 Vol.58 No.1
This paper shows the characteristic analysis of single-phase line start permanent magnet (LSPM) motors considering the overhang structure. To achieve the low-cost design of an LSPM motor, the overhang structure is adapted for the rotor with a constraint of a fixed magnet volume. To obtain the dynamic and steady performance of the motor, the circuit parameters are extracted using the 3D-static FEM(Finite Element Method) and the d-q equivalent circuit is used. The performance of the model with overhang is compared with the conventional model without overhang on the condition that both models have a fixed volume for the permanent magnet.
토사지반 EPB TBM의 굴진성능 및 커팅툴 마모량에 관한 실험장비 개발 및 기초연구
김대영,강한별,신영진,정재훈,이재원,Kim, Dae-Young,Kang, Han-Byul,Shin, Young Jin,Jung, Jae-Hoon,Lee, Jae-won 한국터널지하공간학회 2018 한국터널지하공간학회논문집 Vol.20 No.2
The excavation performance and the cutting tool wear prediction of shield TBM are very important issues for design and construction in TBM tunneling. For hard-rock TBMs, CSM and NTNU model have been widely used for prediction of disc cutter wear and penetration rate. But in case of soft-ground TBMs, the wear evaluation and the excavation performance have not been studied in details due to the complexity of the ground behavior and therefore few testing methods have been proposed. In this study, a new soil abrasion and penetration tester (SAPT) that simulates EPB TBM excavation process is introduced which overcomes the drawbacks of the previously developed soil abrasivity testers. Parametric tests for penetration rate, foam mixing ratio, foam concentration were conducted to evaluate influential parameters affecting TBM excavation and also ripper wear was measured in laboratory. The results of artificial soil specimen composed of 70% illite and 30% silica sand showed TBM additives such as foam play a key role in terms of excavation and tool wear. 쉴드 TBM 공사에서 굴진율 예측과 마모량 예측은 설계 및 시공 단계에서 공사비와 공기를 추정하는데 매우 중요한 요소이다. 암반지반용 TBM의 경우 실험이나 축적된 현장 data를 기반으로 CSM 모델, NTNU 모델 등이 커터 마모량부터 굴진율 예측까지 널리 사용되고 있으나, 토사지반용 TBM은 지반의 복잡성과 정확한 실험방법의 부재로 인해 이를 정확하게 예측할 수 있는 모델이 없는 실정이다. 본 연구에서는 기존에 존재하는 토사지반용 TBM 실험장치들의 단점을 개선하여 TBM 굴착과정을 모사한 실험 장치(Soil Abrasivity Penetration Test, SAPT)를 개발하였다. 회전당 관입 깊이, RPM, 첨가재(foam) 배합비 및 농도 등의 TBM 굴진에 영향을 미치는 주요 변수들에 대한 시험을 실시하여 추력, 토크 등의 변화를 살펴보고 마모량을 측정하였다. 모래(규사) 70%와 점토(일라이트) 30%로 조성된 인공시료에 대한 실험 결과 foam 배합비가 굴진성능과 마모량에 주요한 영향을 끼치는 것으로 나타났다.
해수의 영향에 따른 이수식 TBM의 슬러리 관리를 위한 기초적 연구
김대영,이재원,정재훈,강한별,지성현,Kim, Dae-Young,Lee, Jae-won,Jung, Jae-Hoon,Kang, Han-Byul,Jee, Sung-Hyun 한국터널지하공간학회 2017 한국터널지하공간학회논문집 Vol.19 No.3
벤토나이트는 물과 접촉하면 팽창하고 점성을 발휘하는 성질이 있어 일반적으로 차수가 필요한 토목공사에 많이 활용되고 있다. 이수식 TBM에서는 이와 같은 성질을 활용하여 가압된 슬러리로 불투수성 막을 형성하고 굴착벽면의 붕괴를 방지하는 동시에 굴착된 버력을 운송하며 굴착을 수행한다. 하지만 벤토나이트는 해수와 접촉할 경우 팽창성이 저하되어 그 성질을 발휘하지 못하는 문제가 있다. 이는 해수 조건에서 이수식 TBM으로 터널을 굴착할 시 지하수 유입 증가로 인한 굴착 안정성 및 버력 배출에 문제를 초래할 수 있다. 본 연구에서는 이수식 TBM으로 터널을 굴착 시 해수의 유입으로 인한 슬러리의 상태변화를 살펴보고 이에 대응하기 위한 슬러리 관리방안을 제시 하였다. 이를 위해 현장에서 적용된 슬러리 품질관리 기준을 바탕으로 실내 시험을 수행하였으며, 해수의 영향이 있는 현장에 적용 할 수 있는 방안을 제시하였다. Bentonite swells when it comes into contact with water and makes it a viscous fluid. Thus it is widely used in civil engineering works for waterproofing. Utilizing the properties of bentonite, the slurry shield TBM supports excavated face with pressurized slurry as well as transporting excavated muck. When bentonite is in contact with seawater, due to the change of double layer thickness, its expandability and viscosity are lowered. This may cause problems for excavation stability and muck discharge due to the increase of sea water inflow when Slurry TBM is used under sea water conditions. In this study, the change of slurry condition caused by the inflow of sea water during tunnel excavation with Slurry TBM was investigated and a slurry management guideline was proposed. For this purpose, a laboratory test was carried out based on the slurry management criterions applied in the field, and a method applicable to the field where sea water is affected has been proposed.
정재훈,임주휘,이재원,강한별,김도훈,신영진,Jae Hoon Jung,Ju Hyi Yim,Jae Won Lee,Han Byul Kang,Do Hoon Kim,Young Jin Shin 한국터널지하공간학회 2023 한국터널지하공간학회논문집 Vol.25 No.3
The use of roadheaders has been increasing to mitigate the problems of noise and vibration during tunneling operations in urban area. Since lack of experience of roadheader for hard rock, the selection of appropriate machines and the evaluation of cutting rates have been challenging. Currently, empirical models developed overseas are commonly used to evaluate cutting rates, but their effectiveness has not been verified for domestic rocks. In this paper, a comprehensive literature review was conducted to assess the rock cutting force, cutterhead capacity, and cutting rate to select the appropriate machine and evaluate its performance. The cutterhead capacity was reviewed based on the literature results for the site. Furthermore, a new empirical model and simplified method for predicting cutting rates were proposed through data analysis in relation to operation time and rock strength, and compared with those of the conventional model from the manufacturer. The results show good agreement for high strength range upper 80 MPa of uniaxial compressive strength.