• Title/Summary/Keyword: 철판

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Buckling of Power-Plant Containment Liner Plate Structure during Lifting (원전 격납철판 구조물의 양중시 좌굴 특성)

  • Yang, Seong-Yeong;Lee, Jong-Sup;Lee, Sang-Bong
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2011.04a
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    • pp.336-339
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    • 2011
  • 본 논문에서는 유한요소 프로그램 (ANSYS)을 이용하여 돔격납철판 (dome containment liner plate)의 양중시 좌굴특성의 연구를 수행하였다. 원전 격납철판의 양중시, 양중 와이어(wire)의 구조적인 배치특성상 격납철판에 압축력이 유발되고, 이러한 압축력은 격납철판의 좌굴을 일으킬 수 있다. 다양한 양중인자 (lifting factors)를 고려한 격납철판 유한요소모델을 수립하고, 이러한 양중인자들의 좌굴특성에 미치는 영향을 고찰하였다. 양중 와이어의 체결위치의 높이가 낮을 수록 좌굴강도가 증가하며, 라이너 플레이트 두께에 비례하여 좌굴강도가 증가하였다.

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영상처리에 의한 압연철판 최적절단의 최적화

  • 이상열;정성호;황병곤
    • Proceedings of the Korea Society for Industrial Systems Conference
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    • 1998.03a
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    • pp.89-92
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    • 1998
  • 압연철판의 생산라인에 있는 카메라에 입력되는 영상정보를 Image Frame Grabber를 이용하지 않고 Video Overlay Board를 사용하여 라인에 입력되는 압연철판을 분석하여 외곽선을 가로지른 선분의 길이가 기준에 준할 때 정확한 절단정보를 발생시킴으로 기존에 사용해온 작업자의 대략적인 지식을 이용한 절단에서 발생되는 압연 철판의 손실을 최소화시키며 불량률을 줄인다. 그리고 발생되는 정보를 DB화시킴으로 생산품의 정확한 재고량을 관리하는 시스템을 개발한다.

Adhesion between Rubber Compound and Copper-Film-Coated Steel Plate Prepared by Vacuum Sputtering and Substitution Plating Methods (진공증착법과 치환도금법으로 제조한 구리박막 피복철판과 배합고무의 접착)

  • Moon, Kyung-Ho;Han, Min-Hyun;Seo, Gon
    • Journal of Adhesion and Interface
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    • v.4 no.3
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    • pp.1-8
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    • 2003
  • Adhesion between rubber compound and copper-film-coated steel plate (abbreviated hereafter as copper film plate) with different thicknesses of copper film was investigated. Two different methods were employed for the preparation of the copper film plates: a substitution plating of preelectroplated zinc with copper ion and a vacuum sputtering of copper on steel plate. Adhesion strength of the copper film plates with rubber compounds was largely dependent upon the thickness of copper film, regardless of their preparation methods. The copper film plates with thinner thickness than 75 nm showed high adhesion comparable to brass, while those with thicker copper film showed poor adhesion due to excessive growth of copper sulfide at adhesion interface.

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Evaluation of Steel Corrosion and Flexural Strength Coated with Cementitious Repair Material (시멘트계 보수재료로 코팅된 강재의 부식 및 휨강성 평가)

  • Yoon, Yong-Sik;Kim, Tae-Sang;Kim, Ho-Ryong;Kwon, Seung-Jun
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.4 no.3
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    • pp.243-249
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    • 2016
  • The present work is for an evaluation of resistance to corrosion in steel coated with cementitious repair material, so that 3 cases of steel plate(Normal, Welding, Welding & coating case) are subjected to ICM(Impressed Current Method) for acceleration of corrosion for 7days. Tested and estimated corrosion ratio through Faraday's Law are compared, and the related flexural strength are evaluated. In Normal and Welding cases, similar level of corrosion ratio(70%) is evaluated, however only 17% level of corrosion ratio is evaluated in the Welding & coating case, which indicates that cementitious repair material is effective to anti-corrosion due to a block of chloride penetration. The flexural test results are consistent with those in accelerated corrosion test, which shows a significant flexural strength in Welding & coating case by 3.4times greater than the others. The cementitious material repair coating is evaluated to be effective to anti-corrosion in welding of steel plate.

Minimum Thickness of Temporary Steel Plate to Prevent Pile Driver Overturning (항타기 전도예방을 위한 임시 철판의 두께에 관한 연구)

  • Bang, Daepyung;Park, Jongyil;Kee, Junghun
    • Journal of the Korean GEO-environmental Society
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    • v.21 no.11
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    • pp.5-10
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    • 2020
  • Although pile driver overturning accidents at construction site are not frequent, most leads to serious disasters. The main cause of accidents is uneven settlement of the ground. To prevent this, related guidelines such as KOSHA-C-101-2014, KOSH-A-GUIDE-71-2012, Occupational Safety and Health Standards, and NCS stipulate the installation of steel plates over ground. However, since the required steel plate thickness considering the self-weight of pile drivers and the underlying ground condition is not quantitatively presented, it is randomly applied in the field. In this study, the required minimum steel plate thickness was analyzed based on a numerical analysis (Plaxis 2D). Settlements and soil failure were calculated according to the different type of soils (sand, clay), load distribution and steel plate thickness (10mm, 20mm, 30mm, 40mm). Under all conditions, 10mm steel plate causes soil collapse. From thickness 20mm, the ground uneven subsidence is within 2° of the allowable leader angle.

Efficient Character Segmentation Technique in the Natuaral Images Containing Character Sequences (문자열을 포함하는 자연 영상에서의 효과적인 문자 추출 기법)

  • Kim, Jong-Ho;Park, Sang-Hyun;Kang, Eui-Sung
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2011.10a
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    • pp.907-910
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    • 2011
  • This paper proposes a character segmentation algorithm of steel plate images composed of adaptive binarization by the SCW (Sliding Concentric Windows) technique, the object labelling by CCA (Connected Component Analysis), and 2D projection method. The SCW technique carries out the grayscale-to-binary image conversion in consideration of local characteristics of images. The character decision algorithm followed by the labelling technique by CCA (Connected Component Analysis) determines the character area effectively reducing the noise effect. The 2D projection with horizontal and vertical directions produces a tight bounding box for a character based on the cross points. Experimental results indicate that the proposed algorithm segments the characters in steel plate images effectively. The proposed algorithm can be applied to the devices with limited resources due to its excellent performance and low complexity.

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Experimental evaluation of fire protection measures for the segment joint of an immersed tunnel (침매터널 세그먼트조인트의 내화 대책에 대한 실험적 평가)

  • Choi, Soon-Wook;Chang, Soo-Ho;Kim, Heung-Youl;Jo, Bong-Hyun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.13 no.3
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    • pp.177-197
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    • 2011
  • In this study, a series of fire experiments under $HC_{inc}$ and ISO834 (duration of 4 hour) fire scenarios were carried out for three different types of fire protection measures for the segment joint to evaluate their applicabilities to an immersed tunnel. The experimental results revealed that an expansion joint installed to allow relative movements between concrete element ends in an segment joint is the most vulnerable to a severe fire. For the fire protection measure where the originally designed steel plates at an expansion joint arc replaced by fire-resistant boards, the experiments showed that they cannot achieve good fireproofing performance under both $HC_{inc}$ fire scenario and ISO834 (4 hour) fire scenarios since the installation of fire-resistant boards results in the reduction of the sprayed fire insulation thickness. On the other hand, the application of modified bent steel plates replacing the original steel plates was proved to be very successful in fireproofing of the expansion joint due to more sprayed materials filled in bent steel plate than in the original design concept as well as higher adhesion between the steel plate and the sprayed fire insulation layer.

특허기술평가결과 활용사례-(주)송원

  • Korea Invention Promotion Association
    • 발명특허
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    • v.31 no.7 s.361
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    • pp.66-68
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    • 2006
  • 건축을 하는데 있어 무엇보다 중요한 것은 정확한 설계, 시공 및 뛰어난 기술력이며, 각 부분 부분마다의 정확성과 뛰어난 기술이 어우러져 튼튼하고 아름다운 집이 탕생하게 되는 것이다. 이런 조건은 충족시키는 첫 번째 요소라 할 수 있는 국내 건축용 외장재 시장은 약 1조원대의 시장을 형성하고 있으며, 전체 건축비의 약 10%정도를 차지한다. 건축용 외장재 시장은 석재, 유리, 알루미늄, 아연도금철판의 기본 소재에 다양한 가공을 통하여 제품을 생산하고 있으며, 가공 및 시공의 편의성으로 인해 금속계 패널이 점진적으로 시장을 주도하고 있다. 금속계 패널은 크게 복합판넬과 sheet 패널시장으로 양분되며, sheet패널시장이 약 20%정도의 시장을 차지하고 있다. 해외의 경우, 유럽과 일본은 알루미늄계열의 패널과 미국은 철판계열의 패널이 시장을 주도하고 있다.

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