• Title/Summary/Keyword: Duct leakage test

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A Performance Evaluation of Zone Smoke Control Systems for Railway Underground Transit Passage by Smoke Control TAB (제연 TAB를 통한 철도 지하환승통로의 거실제연설비 성능평가)

  • Seol, Seok-Kyun;Kim, Joon-Hwan;Park, Min-Seok;Oh, Seung-Min;Ahn, Yong-Chul;Choi, Jun-Ho
    • Fire Science and Engineering
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    • v.31 no.1
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    • pp.1-9
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    • 2017
  • This study conducted Testing, Adjusting, and Balancing (TAB), which is a type of field performance evaluation experiment of a zone smoke-control system, at a railway underground transit passage installed with a zone smoke- control system to find problems and improvements for ensuring performance. TAB for the smoke control system was classified into several procedures, such as design data review, duct leakage test, field measurement of the airflow rate, velocity of the fan and duct, and a smoke test. Through the duct leakage test, the system leakage ratio was examined to prove the duct sealing. The iImprovement of the smoke control airflow problems due to the lack of fan static pressure loss was the secured performance. The performance of the smoke control fan was secured by improvements of the smoke control airflow rate problems caused by the loss of static pressure in the intake duct. The smoke test in the smoke control zone confirmed that the damper operating schedule subject was influenced by natural wind or train wind.

Investigation of Performent Standards for the Fire Damper (방화Damper의 성능기준 고찰)

  • Jo, Jung-Dal
    • Fire Protection Technology
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    • s.12
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    • pp.10-17
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    • 1992
  • Dampers which being installad in air duct are Valume damper, fire damper, leakage rated damper, but among them fire damper and leakage rated damper are used for preventing the spread of flame, hot gas and smoke through the duct. this report is aimed to intorduce the test example of the multiple fire damper which was conducted F.I.L.K, simuetaneously to investigate the performent standards and Structure of the fire damper which settled in several countries.

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Screw-Propelled Robot for Detecting Grease Pipe (그리스 충전 덕트 내 탐상을 위한 스크류 추진 로봇)

  • Kim, HoJoong;Kim, Dongseon;Kim, Jinhyun
    • The Journal of Korea Robotics Society
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    • v.17 no.2
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    • pp.178-182
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    • 2022
  • Post-tension duct in nuclear reactor containment building is filled with grease to prevent steel strand from corroding. If grease leaks by break of duct, steel strand will corrode and cause problem in building safety. Therefore, grease leak should be checked preventatively. But currently used method is inefficient, since it has to remove grease and strand to check. And other methods for checking post-tension dust are not well-researched. In this paper, we develop screw-propelled robot that can move in grease and detect grease duct directly. Also, we make the test environment that is similar to real post-tension duct of containment building and test robot in that environment to verify that our robot is feasible in the post-tension duct. The robot can move forward and backward in grease duct by twin screw mechanism and has mount for sensors to detect grease leakage and strand corrosion.

The Structural Integrity Test for a PSC Containment with Unbonded Tendons and Numerical Analysis I (비부착텐던 PSC 격납건물에 대한 구조건전성시험 및 수치해석 I)

  • Noh, Sanghoon;Jung, Raeyoung;Kim, Sung-Taek;Lim, Sang-Jun
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.28 no.5
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    • pp.523-533
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    • 2015
  • A reactor containment acts as a final barrier to prevent leakage of radioactive material due to the possible reactor accidents into external environment. Because of the functional importance of the containment building, the SIT(Structural Integrity Test) for containments shall be performed to evaluate the structural acceptability and demonstrate the quality of construction. An initial numerical analysis was performed to simulate the results obtained from the SIT for a prestressed concrete(PSC) structure. But the analysis results by the initial model expected smaller displacements than the measured ones by 30% at some locations. Accordingly, the research and development to improve the initial model to corelate the measured results of the SIT more properly have been performed. In this paper, the effects of the loss of concrete due to duct for tendons and the contact of duct and tendons in un-bonded tendon system are mainly evaluated based on the preliminary analysis results. In addition, the importances of the proper definition of mesh connectivity among structural elements of concrete, liner plates, rebars and tendons are discussed.