• 제목/요약/키워드: protection tube

검색결과 198건 처리시간 0.025초

X-ray tube 내 열유동 해석에 관한 연구 (A study on the analysis of heat flow in X-ray tube)

  • 윤동민;서병석;전용한
    • Design & Manufacturing
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    • 제15권1호
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    • pp.26-31
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    • 2021
  • As the aging ages, the disease also increases, and the development of AI technology and X-ray equipment used to treat patients' diseases is also progressing a lot. X-ray tube converts only 1% of electron energy into X-ray and 99% into thermal energy. Therefore, when the cooling time of the anode and the X-ray tube are frequently used in large hospitals, the amount of X-ray emission increases due to temperature rise, the image quality deteriorates due to the difference in X-ray dose, and the lifespan of the overheated X-ray tube may be shortened. Therefore, in this study, temperature rise and cooling time of 60kW, 75kW, and 90kW of X-ray tube anode input power were studied. In the X-ray Tube One shot 0.1s, the section where the temperature rises fastest is 0.03s from 0s, and it is judged that the temperature has risen by more than 50%. The section in which the temperature drop changes most rapidly at 20 seconds of cooling time for the X-ray tube is 0.1 seconds to 0.2 seconds, and it is judged that a high temperature drop of about 65% or more has occurred. After 20 seconds of cooling time from 0 seconds to 0.1 seconds of the X-ray tube, the temperature is expected to rise by more than 3.7% from the beginning. In particular, since 90kW can be damaged by thermal shock at high temperatures, it is necessary to increase the surface area of the anode or to require an efficient cooling system.

평면변형해석과 3-D FEM 기법을 통한 지오텍스타일 튜브의 거동해석 (Behavior of Geotextile Tube by Plane Strain Analysis and 3-Dimensional Finite Element Method)

  • 신은철;오영인
    • 한국지반공학회논문집
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    • 제19권5호
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    • pp.233-241
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    • 2003
  • 최근 들어 지오텍스타일 튜브공법은 과거의 임시공법의 한계를 극복하고 다양한 분야에서 주요적용공법으로 활용이 확대되고 있다. 본 연구에서는 수치해석기법을 활용하여 지오텍스타일 튜브의 시공과정에서의 거동에 대하여 연구를 수행하였으며, 수치해석결과를 기존 연구 발표된 현장 모형시험 결과와 비교 분석하였다. 수치해석은 평면변형해석과 3차원 유한요소해석 기법을 이용하여 채움 과정에서 발생하는 정수압에 따른 지오텍스타일 튜브의 형태변화와 실대형 현장실험 결과를 비교 분석하였다. 또한, 3차원 유한요소해석에서는 정수압과 지오텍스타일의 강성변화에 따른 매개변수 해석을 통하여 지오텍스타일 튜브공법의 3차원 유한요소해석 기법을 제시하였다. 평면변형 해석이론에 의한 수치해석은 지오텍스타일 튜브 전용해석 프로그램인 GeoCoPS(version 2.0)를 활용하였으며, 3차원 유한요소 해석은 범용 유한요소해석 프로그램 ABAQUS(version 5.88)를 이용하였다. 평면변형 해석과 3차원 유한요소해석 결과 모두 실대형 현장실험 결과와 근접한 거동을 나타내었으며 적용토사의 종류 및 해석상의 가정사항으로 약간의 차이점들은 발생하지만 평면변형해석 및 3차원 유한요소해석방법을 통하여 채움과정에서의 지오텍스타일 튜브의 거동을 예측할 수 있다.

Development and Application of CFT without Fire Protection using High Performance Steel and Concrete

  • Hong, Seok-Beom;Kim, Woo-Jae;Park, Hee-Gon
    • 한국건축시공학회지
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    • 제13권3호
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    • pp.272-281
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    • 2013
  • Concrete filled tube (CFT) columns, which consist of a steel tube filled with concrete, combine the benefits of the two materials. The steel tube provides a confining pressure to the concrete, while the local buckling of steel plate can be prevented by the concrete core. CFT columns also have a high fire resistance due to the heat storage effect of concrete under fire. For this reason, it is possible to develop CFT columns without fire protection measures. CFT columns without fire protection have many advantages, including quality control, cost reduction, better space efficiency and a shorter construction period. Due to these advantages, studies on the development of CFT columns without fire protection measures have been performed. However, CFT columns lose their bearing capacity under fire because the steel tube is exposed to the outside. As a result, the structure is collapsed, causing significant damage. In this research, we made a CFT column using high strength concrete (100 MPa) and high strength steel (800 MPa). We use steel fiber and nylon fiber with concrete to provide fire resistance. We perform the fresh concrete experiment and investigate the fire resistance of the CFT column (${\Box}400{\times}400{\times}15{\times}3000mm$) under loading. To investigate the effect of steel fiber on increasing fire resistance, we compare the fire resistance time according to the steel fiber. Through the test, it was found that the CFT specimen with steel fiber had better fire resistance performance than other cases.

Radiation Safety Exploration Using Radio-photoluminescence Dosimeter for Crookes Tubes in Junior and Senior High School in Japan

  • Akiyoshi, Masafumi;Do, Duy Khiem;Yamaguchi, Ichiro;Kakefu, Tomohisa;Miyakawa, Toshiharu
    • Journal of Radiation Protection and Research
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    • 제46권3호
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    • pp.106-111
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    • 2021
  • Background: Crookes tube is utilized in junior high and high schools in Japan to study the character of electrons and current, and not for radiological education. There is no official guideline or regulation for these radiation source to the public. Therefore, most teachers have no information about the leakage of X-rays from Crookes tube. The peak energy of X-rays is approximately 20 keV, and it is impossible to measure using conventional survey meters. Materials and Methods: Each leakage dose of low energy X-rays from 38 Crookes tube in the education field, such as junior and senior high schools in Japan, was explored by the teachers in the school using radio-photoluminescence (RPL) dosimeters. Before and after the measurements, the dosimeters were sent by postal mails. Results and Discussion: At the exploration in this study, it was estimated that the 70 ㎛ dose equivalent, Hp(0.07) of X-rays from 31 Crookes tubes were smaller than 100 µSv in 10 minutes, at the distance of 1 m, where the Crookes tube was usually observed. However, the highest dose was estimated as 0.69 mSv by an equipment with the full power. Furthermore, one Crookes tube exhibited 0.62 mSv with minimum output power of the induction coil. This relatively large dose was reduced by the shorter distance of discharge electrodes of the induction coil. Conclusion: The leakage dose of low energy X-rays from 38 Crookes tube was explored using RPL dosimeters. It was estimated that the Hp(0.07) of X-rays from 31 Crookes tubes were smaller than 100 µSv in 10 minutes at the distance of 1 m, while some equipment radiated a higher dose. With this study, the provisional guideline for the safety operation of Crookes tube is established.

부하측 이상 검출 차단 장치를 내장한 고효율 자기식 네온 변압기의 설계 (Design of a High Efficiency Neon Transformer with Abnormal Load Interrupting Circuit)

  • 변재영;김윤호
    • 전력전자학회:학술대회논문집
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    • 전력전자학회 2002년도 전력전자학술대회 논문집
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    • pp.723-726
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    • 2002
  • In this paper, a high efficiency leakage transformer for neon tube is developed to improve its power factor, to reduce its core loss and weight by using a technique of shape optimization and direction of grain-oriented silicon steel sheet. A protection circuit is designed for all types of neon transformer loaded with one or more neon lamps. Whenever the neon tube fails to be started up or comes to the life end, or encounters faults with open-circuits at the output terminals of the neon transformer, the protection circuit will be initiated to avoid more critical hazards. These neon transformers need a protection circuit to prevent from current stresses on circuit components by neon tube fail. The input of the transformer is automatically cut off when the abnormal condition occurs, preventing waste of no-load power. As the results of the study, the core weight is reduced by $11\%$, the power factor improved by $5\%$ and the efficiency increased by $6\%$ compared with the conventional type due to the employment of the grain-oriented steel sl)eel and the optimized core shape.

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Impact response of ultra-high performance fiber-reinforced concrete filled square double-skin steel tubular columns

  • Li, Jie;Wang, Weiqiang;Wu, Chengqing;Liu, Zhongxian;Wu, Pengtao
    • Steel and Composite Structures
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    • 제42권3호
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    • pp.325-351
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    • 2022
  • This paper studies the lateral impact behavior of ultra-high performance fiber-reinforced concrete (UHPFRC) filled double-skin steel tubular (UHPFRCFDST) columns. The impact force, midspan deflection, and strain histories were recorded. Based on the test results, the influences of drop height, axial load, concrete type, and steel tube wall thickness on the impact resistance of UHPFRCFDST members were analyzed. LS-DYNA software was used to establish a finite element (FE) model of UHPFRC filled steel tubular members. The failure modes and histories of impact force and midspan deflection of specimens were obtained. The simulation results were compared to the test results, which demonstrated the accuracy of the finite element analysis (FEA) model. Finally, the effects of the steel tube thickness, impact energy, type of concrete and impact indenter shape, and void ratio on the lateral impact performances of the UHPFRCFDST columns were analyzed.

용융금속 프로브용 규조토 내열보호관의 제조 및 특성연구 (Study on Characteristics and Manufacture of Heat-Resisting Diatomite Protection Tube for Probe Used in Steelmaking Process)

  • 이만업;정학재;이교운
    • 한국세라믹학회지
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    • 제42권4호
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    • pp.260-268
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    • 2005
  • 규조토를 주원료로 사용한 서로 다른 조성비의 세라믹 슬러리를 압출성형하여 내열보호관을 제조하고, 기계적 강도, 미세구조, 탄소분석을 하였다. 입도가 $50\~100\;{\mu}m$ 다공성 규조토를 $60wt\%$로 고정하고, 조성물 변수로써 유$\cdot$무기바인더로 silica sol$(4.3\~7.3\;wt\%)$, CMC(Sodium CarboxyMethyl Cellulose $(6\~9\;wt\%)$) 및 paper powder$(4.7\~7.7\;wt\%)$$1\;wt\%$씩 변화시켜 최적의 배합비를 얻었다. 시편의 특성을 조사한 결과, 규조토 $60\;wt\%$에 silica sol $5.3\;wt\%$, CMC $7\;wt\%$를 첨가하였을 경우, 꺽임강도 7.12 MPa, 탄성율 1090 MPa, 압축강도 1.47 MPa, 탄소 $2.3\;wt\%$ 이하로 철강산업에서의 온도$\cdot$성분측정 및 sample 채취를 할 수 있는 용융금속 프로브용 규조토 내열보호관을 제조할 수 있었다.

압연 방향을 적용한 자체 진단형 고효율 네온관용 변압기 (Development of High Efficiency Self Diagnosis Type Neon Transformer using Groin Direction of Non-Oriented Silicon Steel Strip)

  • 변재영;김윤호
    • 조명전기설비학회논문지
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    • 제17권1호
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    • pp.17-24
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    • 2003
  • 본 논문에서는 네온 변압기의 효율을 높이기 위하여 주 자속과 누설 자속의 흐름을 분석하고, 이에 따른 압연 방향과 주 자속과의 방향을 최대한 일치 시켜서 자속에 의한 손실을 최소화 하고 역율을 향상시킨 고효율의 네온관용 변압기를 제시 하였다. 그리고 정격 부하시, 단락시 및 무부하시의 각각의 자속 분포를 해석하고 이를 응용하여 부하측 이상 발생시 즉시 전원이 차단될 수 있는 전자식 차단 장치를 개발부착 하였다. 즉 네온관의 파손이나 누전으로 인한 화재나 인체 감전의 위험을 사전에 방지 할 수 있는 전자식 보호 기능을 내장한 자체 진단형의 무방향성 코어의 압연 방향성을 고려한 고효율의 네온관용 변압기를 구현하였다.

영진만 지오텍스타일 튜브의 현장 시공계측 및 수리모형시험을 통한 안정성분석 (Construction Monitoring of Geotextile Tube at Young-Jin Bay and Stability Analysis by Hydraulic Model Tests)

  • 신은철;오영인;이명호
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 봄 학술발표회 논문집
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    • pp.549-556
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    • 2002
  • Geotextile tubes hydraulically or mechanically filled with dredged materials have been applied in hydraulic and coastal engineering in recent years(shore protection structure, detached breakwater, groins and jetty). It can also be used to isolate contaminated material from harbor, detention basin dredging, and to use this unit as dikes for reclamation work. Recently, new preliminary design criteria supported by model and prototype tests, and some stability analysis calculations have been studied. The stability analysis of geotextile tube is composed geotechnical and hydrodynamic analysis. The stability check points are sliding failure, overturning, bearing capacity failure against the wave attack. In this paper presented the construction procedure and in-situ measurement(properties of filling material, effective height variation, stress variation at geotextile tube bottom) of geotextile tube at Young-Jin Bay and stability analysis by theoretical method and hydraulic model tests

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