• Title/Summary/Keyword: shell-type roller gate

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A Method on Estimation of Avoiding Open Range on Shell-type Roller Gate (쉘타입 로울러 게이트의 회피개도량 산정 방법)

  • Chung, Jee-Seung;Jung, Hae-Wook
    • Journal of the Korean Society of Safety
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    • v.32 no.2
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    • pp.85-91
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    • 2017
  • When the shell-type roller gate is partly open, at a certain height the large vibration is caused due to resonance and the vibration can cause damage to the gate. In this study, the review on amplitude of vibration and the possible resonance occurring at the time of opening or closing of gate is performed. Throughout the natural frequency analysis, the installation location of the measuring instrument was selected. On opening or closing of gate, the measurement of gate vibration is performed. The natural frequencies according to the opening range of the gate is analyzed. As a result of measurement and analysis, we proposed ranges in which vibration occurs largely and resonance is predicted as an avoiding open ranges, or the safe opening or closing of the shell-type roller gate. The application of this paper's avoiding open range estimation method of shell-type roller gate can be utilized as the basic data for the systematic and rational maintenance management of dams and submerged weirs in the future, and it is expected that this study can bring forth.

A Method on Safety Assessment of Shell-type Roller Gate (쉘타입 로울러게이트의 안전성평가 방법)

  • Chung, Jee-Seung;Jung, Hae-Wook;Lim, Hyung-Taek
    • Journal of the Korean Society of Safety
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    • v.30 no.4
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    • pp.92-98
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    • 2015
  • This paper was carried out to prove the relation between static loads acting on the sluice(hydrostatic) and dynamic loads (additional loads) arising from opening or closing of sluice, through measuring the operation of shell-type roller gate by using the method of measuring of the completely opening water gate, as measured from one excitation state, it was confirmed to be capable of measuring the natural frequency reliable measurement results. Throughout the test, we prove that it's a reasonable way to estimate the default margin of safety when calculated by dividing the sum of the hydrostatic stress to the maximum stress and additional stress. The application of this paper's safety estimation method can be utilized as the basic data for the systematic and rational maintenance management of dams and submerged weirs in the future, and it is expected that this study can bring forth.