• Title/Summary/Keyword: 개량형

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Structure analysis of metal gaskets in tightened flanges (플랜지 체결 시 금속 개스킷의 구조해석)

  • IN, S.R.;Yoon, B.J.
    • Journal of the Korean Vacuum Society
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    • v.15 no.5
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    • pp.475-484
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    • 2006
  • The deformation, the stress distribution, and the contact pressure of gaskets used in sealing flanges of CF (Con-Flat) or IPD (Improved) type were calculated to investigate the possibility of analyzing and estimatimg the sealing performance under a given tightening condition for a specific flange system.

개량형 중수로 비상노심냉각계통의 단순화 및 피동화 방안

  • 한기남;한상구
    • Nuclear Engineering and Technology
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    • v.27 no.3
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    • pp.439-446
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    • 1995
  • 원자력 발전소 안전성 향상을 위한 노력으로 현재 안전계통의 단순화및 피동화에 대한 연구가 활발히 지속적으로 수행되고 있다. 개량형 중수로에서는 특수 안전계통의 하나인 비상노심냉각계통의 피동화 및 단순화 방안을 다각적으로 검토한 결과, 비상노심냉각계통의 압력이 열수송계통(Heat Transport System) 압력보다 일정 크기 이상일 때만 파열되는 일방향파열판(One-way Rupture Disc)을 개발하여, 계통에 도입함으로써 전기적인 신호와 힘에 의해 작동되는 밸브 갯수를 크게 줄일 수 있게 되었고 이로 인해 계통의 피동성이 향상되었으며, 계통구성 측면이나 운전 측면에서도 단순화를 이루었다. 또한 물보다 비중이 작고 가스주입 차단 기능이 뛰어난 볼(Floating Ball)을 고압용 비상노심냉각 물탱크 내부에 설치하여 종래의 차단밸브 기능을 수행하게 함으로써 전동식 차단밸브를 제거할 수 있게 되었다.

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The Selection of the Improved Void Slab Applying the Impedance Method to the Floor-Impact Sound (바닥충격음 임피던스법에 의한 개량형 보이드 슬라브의 선정)

  • Kim, U-Taek;O, Jae-Eung
    • Journal of the Korean Society for Precision Engineering
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    • v.18 no.12
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    • pp.159-166
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    • 2001
  • Recently, high story apartments are common to solve a housing problem especially in major cities. Apartments are considered as clean, sanitary and convenient to live. However, There are some problems because residents share walls, floors and ceilings with other people. Thus, the residents are often disturbed by neighbours since sound travels the building elements. Especially, impact noise through the floors causes the many complains. And so, it has been drawn attention to isolate by the impact sound. The purpose of this study is to analyze the characteristics of vibration response of 12-type void slabs in the improved void slab by impedance method, and is to find the best improveds void slab on the 12-type void slabs.

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A Study on the Estimation of Setting Time for High Strength Concrete Using Durometer (개량형 Durometer를 이용한 고강도 콘크리트의 응결시간 추정 가능성 분석)

  • Sin, Se-Jun;Han, Soo-Hwan;Hyun, Seung-Yong;Kim, Jong;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.11a
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    • pp.87-88
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    • 2020
  • The purpose of this study is to explore the possibility of estimating optimum surface finish time of the fresh concrete placed at the job site by applying a surface hardness test meter(Durometer). Tests are carried out by measuring and comparing the Penetration resistance test and hardness test by Durometer. Penetration resistance tester and improved Durometer are similar, but the higher the temperature, the higher the setting time, and the higher the correlation was shown. When the hardness value of the improved Durometer is about 50 HD, it is found that the initial and 80 HD represent the end. It is expected that this will be useful in determining the finish time of the surface at the actual site.

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A Study on the Estimation of Setting Time for Concrete Using Durometer (개량형 Durometer를 이용한 콘크리트의 응결시간 추정 가능성 분석)

  • Sin, Se-Jun;Han, Soo-Hwan;Hyun, Seung-Yong;Kim, Jong;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.11a
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    • pp.169-170
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    • 2020
  • The purpose of this study is to explore the possibility of estimating optimum surface finish time of the fresh concrete placed at the job site by applying a surface hardness test meter(Durometer). Tests are carried out by measuring and comparing the Penetration resistance test and hardness test by Durometer. Penetration resistance tester and improved Durometer are similar, but the higher the temperature, the higher the setting time, and the higher the correlation was shown. When the hardness value of the improved Durometer is about 50 HD, it is found that the initial and 80 HD represent the end. It is expected that this will be useful in determining the finish time of the surface at the actual site.

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