• 제목/요약/키워드: Floor Plate

검색결과 247건 처리시간 0.021초

두부위치에 따른 안면골의 파노라마방사선사진상 (PANORAMIC RADIOGRAPH OF THE FACIAL BONES ACCORDING TO HEAD POSITION)

  • 최순철
    • 치과방사선
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    • 제19권1호
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    • pp.25-29
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    • 1989
  • The author has evaluated the panoramic image clarity of the midfacial anatomic structures in dry skull according to the skull position. The radiopaque markers were attached to the anatomic structures: infraorbial rim, upper and lower borders of zygomatic arch, pterygomaxillary fissure, lateral pterygoid plate, pyriform aperture of nasal cavity, lateral wall of maxilla, orbital floor, infraorbital foramen, and nasal floor. Position of the skull were divided into four groups. standard, 25mm forward, chin-down, chin-up position. The results were as follows: 1. The pyriform aperture of nasal cavity, lateral wall of the maxilla, orbital floor, infraorbital foramen and nasal floor did net cast any discernible image. 2. Nearly all images of midfacial structures were blurred in the chin-up position. 3. The forward position provided good visualization of the maxillary sinus. 4. The chin-down position provided good visualization of the zygomatic arch, pterygomaxillary fissue, and lateral pterygoid plate.

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연결체결부를 갖는 철도차량 바닥재의 구조특성 (Structural characteristics of railway vehicle floors with joints)

  • 신범식;최연선
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 추계학술대회 논문집
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    • pp.809-815
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    • 2007
  • The floor structure of railway vehicles consists of plywood, rubber, and wood keystone plate which affects on the comfort of passengers. Its structural characteristics has been investigated experimentally and numerically for samples of beam and plate structure, and the real floor structure in this paper. The material properties of etch part measured directly by experiments. The deformation and stress distribution of the sample beams for 6 different joints were sought experimentally and calculated using a commercial software. The numerical calculation shows that the effect of friction and clearance between joints is crucial. The DMU/EMU plates were also experimented and compared for different loading conditions. The structural characteristics of the whole floor structure were calculated numerically. The results show that the method of joint between plywoods is an important factor to decide the strength of the floor structure of railway vehicles.

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프레스에 의한 블랭킹 판재의 응력 해석 (Stress Analysis of Blanking Plate Applied by Press)

  • 조재웅;한문식
    • 한국기계가공학회지
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    • 제7권2호
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    • pp.66-71
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    • 2008
  • The data of the deformation and the stress according to time are studied at upper model of press and lower model of the blanking plate applied by press with the width, length and height of 0.4 m and 0.6 m respectively. The press is pushing downward on the plate fixed at the lower floor. These data are compared and investigated through this study. By using these results, there is the maximum deformation at 4 corners in the lower plate model of aluminium alloy fixed at lower floor. This deformation incase of elapsed time of 0.6 second becomes 4 times as much as in case of elapsed time of 0.2 second. The quantity of deformation at the lower plate model becomes more than at the upper press model to the extent of 10%. At the lower plate model of aluminium alloy, there is the maximum Von-Mises equivalent stress at 4 corners and both sides of middle area on the lower plate model of aluminium alloy. This stress in case of elapsed time of 0.6 second becomes 6 times as much as in case of elapsed time of 0.2 second. The Von-Mises equivalent stress of lower plate model becomes 2 times as much as that of upper press mode.

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Floating floor를 이용한 강구조물의 바닥충격음 저감에 관한 연구 (A Study of floor impact noise reduction in a steel structure by using the floating floor)

  • 김현실;김재승;강현주;김봉기;김상렬
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2003년도 추계학술대회논문집
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    • pp.751-755
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    • 2003
  • In this paper, floor impact noise reduction in a steel structure is studied. A mock-up is built by using 6t steel plate, and two identical cabins are made where 25t panel is used to construct wall and ceiling inside the steel structure. Various floating floor systems are tested for which normalized impact noise is measured according to ISO 140-7. In addition, floor SBN(Structure-borne Noise) and floor damping are measured to study the effect of floating floor. structure. It is shown that VL(Visco-elastic Layer) is more effective when hard plates are added above the VL.

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부분적으로 가열되는 평판열교환기의 열전달해석 (The Constriction Resistance in Partially Heated Channel Plate Heat Exchangers)

  • 강신형;배순훈
    • 대한설비공학회지:설비저널
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    • 제4권2호
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    • pp.115-118
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    • 1975
  • The constriction thermal resistance due to the floor supports in the Ondol floor heating system was investigated. The resistance has significant influence on the uniformity of floor surface temperature and heat flux through the floor. The heat flux decreased as much as $30\%$ for the geometry of the same channel and support areas.

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뜬바닥구조를 이용한 선실 바닥충격음 저감에 관한 연구 (A Study of Floor Impact Noise Reduction of Cabin Using Floating Floor)

  • 김현실;김봉기;차선일;김영수
    • 대한조선학회논문집
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    • 제41권5호
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    • pp.41-47
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    • 2004
  • In this paper, floor impact noise reduction in cruise ship cabin is studied. A mock-up is built by using 6t steel plate, and two identical cabins are made where 25t panel is used to construct wall and ceiling inside the steel structure. Various floating floor systems are tested for which normalized impact noise is measured according to ISO 140-7. In addition, floor SBN (Structure-borne Noise) and floor damping are measured to study the effect of floating floor structure. It is shown that VL(Visco-elastic Layer) is more effective when hard plates are added above the VL.

장애물을 걸어서 넘어갈때 측정한 발반력에 대한 생체역학적 해석 (A Biomechanical Analysis of Foot-Floor Reaction Forces Measured When Walking over an Obstacle)

  • 윤종일;손권;이민철
    • 대한기계학회논문집
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    • 제17권7호
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    • pp.1864-1873
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    • 1993
  • A biomechanical approach was carried out to analyze foot-floor reaction forces acting on five male subjects performing a walking task. The task analyzed was walking over an obstacle with the right bare foot. The foot-floor reaction data were measured from a force plate, and then processed using a software developed. The source program was coded in the C language for easier on-line data acquisition and graphic displays. High repeatability was found in the reaction data acquired from three trials by each subject. For obstacle height from 0 to 25 cm, the maximum in reaction force reached up to 1.048 BW in the vertical, 0.174 BW in the anterior-posterior, and 0.054 BW in the medio-lateral components, respectively. A quantity was defined by the difference between two vertical reaction values, and this quantity was found to be proportional to the obstacle height. It was also shown that the whole body motion could be predicted the measured foot-floor reaction data.

매입형(슬림플로어) 합성보의 휨성능 평가 -춤이 깊은 데크플레이트와 비대칭 H형강 철골보- (Flexural Capacity of the Encased(Slim Floor) Composite Beam with Deep Deck Plate)

  • 허병욱;배규웅;문태섭
    • 한국강구조학회 논문집
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    • 제16권2호통권69호
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    • pp.235-245
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    • 2004
  • 현재 합성 구조가 사용성 측면에서 경제적이고 작업성이 좋으며, 시공상의 편의성 등의 장점이 있다는 것은 일반화된 사실이지만, 자체의 춤이 깊기 때문에 철골조 건물에 적용하기에 여러 가지 비효율적 측면이 있다. 따라서 본 연구에서는 합성보의 전체 춤을 절감할 수 있도록 철골보의 춤내에 콘크리트를 삽입하여 일체화함으로써 철골조 고층건물에서 층고를 최소화 할 수 있는 이른바 "슬림플로어" 공법에 대한 연구를 수행하였다. 본 연구는 콘크리트에 매입된 비대칭 철골보를 가지는 부분 합성 슬림플로어 시스템의 휨거동에 관한 것이다. 총 8개의 실대형 실험체를 철골보 춤, 전단연결 유무, 슬래브 유효폭, 및 콘크리트 토핑두께 별로 제작하여 실험을 수행하였다. 실험결과, 별도의 전단연결재를 설치하지 않은 실험체는 자체가 가지고 있는 기계적 화학적 부착응력으로 인해 완전합성보에 비해서 $0.53{\sim}0.95$의 전단합성비를 나타내었다.

공동주택 리모델링 현장의 바닥충격음 저감대책 (Reduction Method for Floor Impact Noise on APT Remodeling)

  • 박철용;홍구표;이중원
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2009년도 춘계학술대회 논문집
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    • pp.524-525
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    • 2009
  • Heavy-weight impact noise(HN) is the most irritating noise in Korean apartment houses. It has been proclaimed standard floor system of 210mm thick slab with isolation material in the wall type structure. But this regulation is applied only new construction field and is not considered remodeling field. In general, the LN can be reduced by using isolation material but HN is known as relating with stiffness, strength & boundary condition of slab. Therefore it is difficulty in improving the HN on remodeling field. In this study, We conducted the reinforcement of concrete slab using C.F.S.(carbon fiber sheet), steel plate and steel beam after on-dol with isolation material on the remodeling field. As the test results, It appeared using C.F.S was no improved but using steel plate & steel beam were a little improved on HN.

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제진재가 삽입된 바닥 구조의 진동특성 (Vibration Characteristics of the Floor Structures inserted with Damping Materials)

  • 정영;유승엽;전진용;박준홍
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2005년도 추계학술대회논문집
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    • pp.377-380
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    • 2005
  • Damping materials encompass a broad range of materials, including, but not limits to, pressure sensitive adhesives, epoxies, rubbers, foams, thermoplastics, enamels and mastics. Their common characteristic is that their modulus is represented by a complex quantity, possessing both a stored and dissipative energy component. Loss factor of damping material analyzed more than 2 times than rubber to 1.5 $\sim$ 2.3, could know that Damping layer has excellent attenuation performance in side of vibration reduction. Measurements of vibration using accelerometers by adhesion of Damping layer, square Plate by Separation of Damping layer is less binding of Damping layer, analyzed low loss factor and Natural Frequency by free Vibration of Square Plate.

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