• Title/Summary/Keyword: 부착판

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Long-Term Behavior of Square CFT Columns under Concentric Load (중심축 하중을 받는 각형 CFT 기둥의 장기거동에 관한 연구)

  • Kwon Seung-Hee;Kim Tae-Hwan;Lee Tae-Gyu;Kim Yun-Yong
    • Journal of the Korea Concrete Institute
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    • v.17 no.2 s.86
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    • pp.281-290
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    • 2005
  • This paper presents experimental and analytical studies on long-term behavior of square CFT columns under central axial loading. Two loading cases are considered; (1) the load applied only at the inner concrete of the column and (2) the load applied simultaneously on both the concrete and the steel tube. Four specimens of square CFT columns were tested under the two loading cases, and basic creep test for two concrete specimens was performed to find out the creep properties of the inner concrete. Three-dimensional finite element analysis models were established and verified with the experimental results. The verification shows that the prediction for the long-term behavior of actual square CFT columns is possible from the three dimensional finite element modeling considering the bond behavior between steel tube and inner concrete. Also, experimental results and numerical calculations revealed that the bond stress Induced by the confinement pressure as well as the slip between inner concrete and steel tube were increased with time In the first loading case. However, the confinement by the loading Plate was decreased with time while increasing confinement effect by the steel tube was observed over time. In contrast no confinement effects occur in the second loading case.

The test-bed construction and water purification assessment of the eco-convergence type aerated string contacted oxidation system (생태융합형 접촉산화수로 Test-Bed 구축 및 정화효율 평가)

  • Choi, Sunhwa;Lee, Seung-Heon;Jang, Kyusang;Kim, Heungseop
    • Proceedings of the Korea Water Resources Association Conference
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    • 2016.05a
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    • pp.592-592
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    • 2016
  • 국내에는 17,500여개의 농업용 저수지가 전국적으로 분포하고 있다. 국내 농업용 저수지는 대부분이 소규모이며, 연중 수량 변동이 심하고, 유역배율이 작아 태생적으로 수질오염에 취약한 구조로 되어 있다. 특히 농업용 저수지는 도시 근교나 농촌지역에 많이 위치하고 있어 유역 내 축산 농가나 미처리 생활하수에서 유래된 유기물 및 영양염류 유입에 의한 수질오염도가 높다. 저수지에 고농도로 유입되는 유기물, TN, TP를 처리하기 위하여 농어촌연구원과 수생태복원(주)에서는 공동으로 친환경 수처리시설인 생태융합형 접촉산화시스템을 개발하였다. 생태융합 접촉산화수로는 상부 식생과 수로 내의 섬유상 끈상 미생물 접촉재를 이용하여 오염수가 수로를 흐르면서 침전, 여과, 흡착, 산화, 흡수 등 물리학적, 화학적, 생물학적 원리를 이용하여 고농도의 유기물과 질소, 인을 제거하는 물리적, 생물학적 공정을 융복합 기술이다. 본 연구에서는 경기도 시흥시에 소재하고 있는 M 저수지에 현장 Test-bed를 구축하여 수질정화효율을 평가하였다. M 저수지는 유효저수지량이 약 23만톤에 해당하는 소규모 저수지로, 1941년도 준공된 아주 노후화된 저수지로 평균 수심이 2m 이하이고 연중 수질오염도가 높은 저수지이다. 매화저수지 수변에 설치된 생태융합형 접촉산화수로의 전체규모는 길이 8.6m, 폭 2m, 수심 2m에 해당하며, 끈상 미생물 메디아조 3개($2{\times}2{\times}6m^3$), 침전조 1개($2{\times}2{\times}2m^3$)로 구성되어 있다. 기타 부대 장치로는 끈상 메디아조에 산소공급을 위한 Air-mist(마이크로 버블 발생장치), 자동운전계기판, 유입펌프 등이 있다. 생태융합형 접촉산화수로의 처리 공정은 유입수${\rightarrow}$에어미스트${\rightarrow}$고속복합응집장치${\rightarrow}$융복합 산화조(3조)${\rightarrow}$침전조${\rightarrow}$방류로 구성되어 있다. 테스트 베드는 2015년 8월 말경에 구축 완료하였으며, 끈상 미생물 메디아조의 수질정화효율을 평가하기 위하여 9월부터 11월까지 총 7회 걸쳐 유입수와 유출수를 각각 조사하였다. 현장 측정항목인 수온, pH, EC, DO 등은 유입수 및 유출수간 큰 차이가 없었고, COD, SS, Chl-a, TP 등은 수처리시스템 초기 가동시에는 메디아에 미생물 부착율 저조로 유입수 및 유출수 수질농도에 큰 차이가 없었으나, 운영시간의 경과와 함께 메디아의 미생물 충진율이 높아짐에 따라 처리효율이 최대 SS 69.6%, Chl-a 89.3%, TP 89%까지 도달하는 것으로 나타났다. 생태융합 접촉산화수로는 부지 집약적인 컴팩트한 수처리 시설로서 현재 널리 이용되고 있는 인공습지를 대체할 수 있는 경제적인 시설로 판단된다.

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Evaluation of Energy Dependency for Air Kerma Area Product by RQR Beam Quality and Indirect Calibration (RQR 선질에 따른 공기커마 면적선량계의 에너지 의존성 평가와 간접 교정)

  • Kim, Jung-Su;Kim, Sung-Hwan;Kim, Mi-Jeong;Lee, Seung-Youl;Lee, Tae-Hee;Seoung, Youl-Hun
    • Journal of the Korean Society of Radiology
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    • v.12 no.6
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    • pp.769-776
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    • 2018
  • According IEC 60601-1 ed3.1 and IEC 60601-2-45 regulation, diagnostic X-ray equipment should be display to measured and calculated air kerma area product. On the clinical X ray equipment, air kerma area product dosimeter would like to have an evidence for dosimeter accuracy and energy dependency. This study was performed to indirect calibration and energy dependency test for attached type air kerma area product (KAP) dosimeter by RQR standards beam quality. On the RQR5 beam quality, attached KAP dosimeter error showed -7.5%, respectably. On the RQR9 beam quality, attached KAP dosimeter error showed -10.4%, respectably. All RQR beam quality, average absolute error was $8.30%{\pm}2.85%$, respectably. On this study, attached KAP dosimeter was satisfied to IEC 60580 and AAPM TG 190. This calibration method of KAP dosimeter will help to performance maintain for clinical KAP dosimeter.

An Histopathological Investigation on the Resistant Tong-Il Cultivar by Inoculating Rice Blast Fungus, Pyricularia oryzae Cav. (수도(水稻) 도열병(稻熱病)에 저항성(抵抗性)인 통일품종(統一品種)에 대한 침입생리(侵入生理)에 관(關)한 연구(硏究))

  • Chung, Bong-Koo;Kim, Kwang-Suk
    • The Korean Journal of Mycology
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    • v.5 no.1
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    • pp.13-19
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    • 1977
  • In order to investigate histopathologically the nature of varietal resistance and infection process of the rice bast fungus, Pyricularia oryzae. this experiment was undertaken by using the resistant cultivar Tongil and susceptible cultivars Norin No.6 and Jinheung in 1973 to 1974. 1) It was found that appressorium of the fungus forms not only at 4 hours after incubation under the favorable conditions but also peak of appressorial formation is at 48 hours treatment. Physical stimulus known to be a definite factor for appressorial formation. The optimum temperature range for appressorial infection was at $24^{\circ}C$ to $28^{\circ}C$, and pH was between 4.8 to 8.0 with 6.8 as the optimum. 2) Although percent of appressorial formation on the leaves of resistant Tongil and susceptiible Norin No.6 were only slightly different, there was a remarkable difference between resistant and susceptible cultivars with regard to percent of hyphal infection and index for hyphal extension. Index of hyphal extension was 1.6-2.7 in Tonyil. while in susceptible cultivar was 3.4-6.6. The rate of discoloration of infected cells, a indication of hypersensitivity, was greater in the resistant than in susceptible cultvar. 3) Therefore, it could be concluded that resistance of Tongil cultivar may be attributable to a higher degree of mechanical barriers as well as a higher level of antifungal substance accumulation.

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Design Considerations and Pull-Out Behavior of Mechanical Anchor of Reinforcement (철근 기계적 정착장치의 설계 고려사항과 인발특성)

  • 천성철;김대영
    • Journal of the Korea Concrete Institute
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    • v.13 no.6
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    • pp.593-601
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    • 2001
  • In RC structure, sufficient anchorage of reinforcement is necessary for the member to produce the full strength. Generally, conventional standard hook is used for the reinforcement's anchorage. However, the use of standard hook results in steel congestion, making fabrication and construction difficult. Mechanical anchor offers a potential solution to these problems and may also ease fabrication, construction and concrete placement. In this paper, the required characteristics and the design considerations of mechanical anchor were studied. Also, the mechanical anchor was designed according to the requirements. To investigate the pull-out behavior and properness of mechanical anchorage, pull-out tests were performed. The parameters of tests were embedment length, diameter of reinforcement, concrete compressive strength, and spacing of reinforcements. The strengths of mechanical anchor were consistent with the predictions by CCD method. The slip between mechanical anchor and concrete could be controlled under 0.2mm. Therefore, the mechanical anchor with adequate embedment could be used for reinforcement's anchorage. However, it was observed that the strength of mechanical anchors with short spacing of reinforcements was greatly reduced. To apply the mechanical anchor in practice (e.g. anchorage of the beams reinforcements in beam-column joint), other effects that affect the mechanical anchor mechanism, such as confinement effect of adjacent member from frame action or effects of shear reinforcement, should be considered.

감마나이프 방사선치료에서 소프트웨어와 하드웨어 시간설정차이에 의한 처방선량에 주는 영향

  • 서원섭;임영진;신동오
    • Proceedings of the Korean Society of Medical Physics Conference
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    • 2003.09a
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    • pp.60-60
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    • 2003
  • 목적 : 감마나이프 치료계획용 소프트웨어인 감마플렌에서 처방선량을 계산하는 단위와 실제 시간을 설정하는 하드웨어인 조정판의 시간설정 단위의 차이에 의한 실제 처방선량에 끼치는 영향을 계산하였다. 대상 및 방법 : 감마나이프는 주어진 4 개의 헬멧을 가지고 최소 한번 또는 최대 20 번 이상의 방사선 조합으로 한번에 많은 방사선을 목표물에 조사한다. 감마나이프 방사선 수술을 위한 치료계획용 소프트웨어인 감마플렌 5.32에서는 처방선량에 대한 치료시간을 최대 지점 또는 지정하는 지점에 규격화하여 소숫점 두 자리 즉 0.6 초까지 계산한다. 그러나 실제 치료를 위한 조정판의 시간설정은 모델 B 에서는 소숫점 한자리까지 가능하게 되어있다. 그러므로 모델 B를 사용하는 기관의 치료계획 컴퓨터인 감마플렌에서는 소숫점 한자리로 만들기 위해 반올림과 내림을 하게 되며 이것을 프린트하여 사용하게 된다. 실제 임상에서 멀티삿에 대한 반올림과 내림에 대한 효과를 선량으로 환산하여 처방선량에 끼치는 영향을 연구하였다. 치료 계획에 서 처방선량을 입력한 후 계산된 각 조사에 대한 소숫점 두자리 시간을 화면에 표시한 후 스냅tit으로 스크린 캡쳐하여 프린트하였으며, 소숫점 한자리로 된 최종 치료계획을 프린트하여 서로 비교 계산하였다. 결과 : 20 여명의 환자에 대한 치료 결과에 대한 분석은 조사의 수나 처방선량에 관계하지 않고 우연히 올림이 많으냐 내림이 많으냐에 의존하였다. 최대지점에 대하여 분석한 결과는 -0.48부터 +0.47로 -2%부터 +1.9%의 정도로 영향을 끼쳤다. 결론 : 반올림과 내림의 결과는 처방선량을 줄일 수도 있고 늘일 수도 있었다. 그러나 이 연구는 최대선량 지점에 대해 비교를 하였으나 실제로는 각 조사의 위치가 서로 다르므로 영향은 이보다 훨씬 적을 것으로 생각되어 소숫점 한자리로 치료하여도 무방할 것으로 보인다.mm, AP 방향에서는 2.1$\pm$0.82 mm이었다. 그리고 복부의 later의 방향에서는 7.0$\pm$2.1 mm, AP 방향에서는 6.5$\pm$2.2 mm 이었다. 또한 표적 위치측정을 위해서 환자의 피부에 임의의 가상표적을 부착하고 CT 촬영한 영상결과, 프레임으로 가상표 적에 대한 위치를 정확히 파악할 수 있었다. 결론 : 제작된 프레임을 적용하여 방사선투과율 측정실험, 환자 외부자세에 대한 오차 측정실험, 가상표적 위치측정 실험 등을 수행하였다. 환자 외부자세에 대한 오차 측정실험 경우, 더 많은 Volunteer를 적용하여 보다 정확한 오차 측정실험이 수행되어야 할 것이며 정확한 표적 위치 측정실험을 위해서 내부 마커를 삽입한 환자를 적용한 임상실험이 수행되어야 할 것이다. 또한 위치결정에서 획득한 좌표값의 정확성을 알아보기 위해서 팬톰을 이용한 방사선조사 실험이 추후에 실행되어져야 할 것이다. 그리고 제작된 프레임에 Rotating X선 시스템과 내부 장기의 움직임을 계량화하고 PTV에서의 최적 여유폭을 설정함으로써 정위 방사선수술 및 3 차원 업체 방사선치료에 대한 병소 위치측정과 환자의 자세에 대한 setup 오차측정 결정에 도움이 될 수 있을 것이라고 사료된다. 상대적으로 우수한 것으로 나타났으며, 혼합충전재는 암모니아의 경우 코코넛과 펄라이트의 비율이 7:3인 혼합 재료 3번과 소나무수피와 펄라이트의 비율이 7:3인 혼합 재료 6번에서 다른 혼합 재료에 비하여 우수한 것으로 나타났다. 4. 코코넛과 소나무수피의 경우 암모니아 가스에 대한 흡착 능력은 거의 비슷한 것으로 사료되며, 코코넛의 경우 전량을 수입에 의존하고 있다는 점에서 국내 조달이 용이하며, 구입 비용도 적게 소요되는 소나무수피를 사용하는 것이 경제적이라고 사료된다. 5. 마지막으로

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Subsurface Geological Structure Using Shallow Seismic Reflection Survey (반사법 탄성파 탐사를 이용한 천부 지질 구조)

  • Kim Gyu-Han;Kong Young-Sae;Oh Jinyong;Lee Jung-Mo
    • Geophysics and Geophysical Exploration
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    • v.2 no.1
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    • pp.8-16
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    • 1999
  • In terms of high resolution, seismic reflection survey is by far the most significant geophysical method applied to define subsurface structure. In shallow seismic reflection survey, it is, however, difficult to obtain high resolution image due to both the wave attenuation in the unconsolidated layer and the existence of source-generated surface waves Therefore, when collecting data, it is imperative to select proper equipments and choose optimum field data acquisition parameters for acquiring high S/N data. In this survey, a small size hammer was used as a low energy source and 40-Hz vertical geophones were used as receivers. Trigger signal was obtained from the hammer starter attached in the aluminum plate and thus it was possible to control the source onset time for the vertical stack. During the field work, a modified standard CMP technique was introduced to achieve the many-fold CMP data effectively. Data processing was conducted by the 'Seismic Unix' which is mounted on PC with a Linux operating system. The main distinctions were the emphasis and detail placed on near-surface velocity analysis and the extra care exercised in muting.

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Effects of Corrugated GFRP Shear Connector Width and Pitch on In-plane Shear Behavior of Insulated Concrete Sandwich Wall Panels (CSWP) (파형 GFRP 전단연결재의 폭 및 너비에 따른 중단열 벽체의 면내전단거동)

  • Jang, Seok-Joon;Oh, Tae-Sik;You, Young-Chan;Kim, Ho-Royng;Yun, Hyun-Do
    • Journal of the Korea Concrete Institute
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    • v.26 no.4
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    • pp.421-428
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    • 2014
  • This paper describes the experimental results of insulated concrete sandwich wall panels (CSWP) with corrugated glass fiber-reinforced polymer (GFRP) shear connectors under in-plane shear loading. Corrugated GFRP shear connectors were used to improve the thermal property of insulated CSWP and to achieve composite action between the interior and exterior concrete wall panels. Test specimens were consist of three concrete panels with two insulation layers between concrete panels and middle concrete panels was loaded in the direction of gravity. To evaluate the effects of insulation types (extruded polystyrene, XPSS and expanded polystyrene, EPS), shear connector pitch (300 and 400 mm) and width (10 and 15 mm) on in-plane shear behavior of insulted CSWP, failure mode and shear flow-average relative slip relationship of specimens were investigated. Test results indicate that the bond stress between concrete panel and insulation is considerable initially. Especially in case of insulated CSWP without shear connector, initial stiffness of CSWP with XPSS is superior to that of CSWP with EPS. The shear connector's contribution to in-plane shear performance of insulated CSWP depends on the type of insulation.

Development of the Fixed Slab Analogy Device for the Measurement of Stress Intensity Factor (응력확대계수 측정용 고정 슬랩상사 장치의 개발)

  • 정진석;최선호;황재석
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.16 no.11
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    • pp.1999-2010
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    • 1992
  • The fixed slab analogy device which can measure stress intensity factors(S.I.F) experimentally by slab analogy theory is developed in this paper. The margin of errors resulted from the new testing apparatus are between 0.02% and 8.25%. Therefore, it is assured that this one can be effectively used for the more accurate measurement of S.I.F.( $k_{I}$, $k_{I I}$) than conventional apparatus. The pitch of master grating used in this experiment is 0.1mm It is known that the ratio of the distance from crack tip to the crack length on obtaining the accurate stress intensity factor is between 0.4 and 0.7. The optimum curvature radius of slab is about 125mm. The thickness of slab(plate) used in the fixed slab analogy device is 0.05mm(P.V.C. ; E = 64 MN/ $m^{2}$, .nu.=0.38), which is proved to be suitable for the test. The optimum material for the frame(slab`s external boundary) is a alloy tool steel(SKS 5) plate and its thickness is 1mm. In this research, the rigid cracks are directly bonded to the slab surface by cyanoacrylate adhesive for the easiness of slab making and conformity to the practical crack figure. The material of rigid crack is thin steel plate. It is expected that the developed method can be used effectively for the analysis of $k_{I}$ and $k_{I I}$ of arbitrary shaped or distributed cracks.cks.

Design development of chalk store boxes and blackboard with notice board frames (승하강 개폐식 칠판.게시판 프레임 및 분필통 디자인개발 연구)

  • 도화용
    • Archives of design research
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    • v.14 no.1
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    • pp.53-62
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    • 2001
  • Thanks to advanced development of industrial technology, various kinds of the rapidly changing instruments are affecting our life deeply. So, just a few years are enough to regard yesterday's products as old ones due to the newly invented industrial products. Likewise, the blackboards that we face with in our actual life have been developed as completely new ones of new conception for new equipment and environmental harmony, which is completely different from the typical ones. Height-Control and Open-Shut blackboard with notice board can be adjusted to a lecturer's height, the central pan of main blackboard being controlled up and down. During writing on the board, lecturers can fix the board to their convenient position, and after writing, they can fix the height of the board to the students, convenient position. Therefore, students do not have to move their bodies left and right, or up and down, because of the lecture tables or people in front of them. The newly developed blackboard removed such an inconvenience and is suitable for today's new educational environment. In the both sides of the blackboard, general notice boards are attached to the surface, while the supplementary blackboards are fixed to inside so that they can be drawn when necessary. Considering new environments of the blackboards equipped with these diverse functions, we would like to offer the design procedure about the blackboard frames and chalk store boxes and its results.

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