• Title/Summary/Keyword: pressurizing support

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Development of Trenchless Tunneling Method Using Pressurizing Support and Its Field Application (가압식 지보를 이용한 비개착 터널공법 개발 및 현장적용 사례)

  • Kim, Dae-Young;Lee, Hong-Sung;Sim, Bo-Kyoung
    • Journal of the Korean Geotechnical Society
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    • v.28 no.7
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    • pp.17-30
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    • 2012
  • A new trenchless tunneling method using pressurizing support has been developed. As it overcomes shortcomings of conventional methods, it is applied to the field. The main concept of the new method is the pressurization system which, by means of pressurization bag between outer flange of steel ribs and excavated perimeter, applies the pressure corresponding to the magnitude of the relaxed earth pressure caused by excavation to the ground to prevent ground displacement. The stability of the support members and effect of displacement control of the new method were verified through several ways such as numerical tests and various model tests. The new method was applied to the construction of a 10.7 m wide, 7.9 m high and 85 m long road tunnel that passes under Yeongdong Expressway. By applying the new method, the tunnel construction was successfully completed in 13.5 months. It decreases the construction period to 35% compared to that of conventional methods, and ground displacement was almost negligible.

Development of pressurizing support tunneling method and case study of its field application (가압지보 터널공법 개발 및 현장적용 사례 분석)

  • Kim, Dea-Young;Lee, Hong-Sung;Lee, Se-Jin;Lee, Hee-Kwang;Sim, Bo-Kyoung
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.14 no.4
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    • pp.397-419
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    • 2012
  • The pressurizing support tunneling method has been developed that overcomes shortcomings of conventional trenchless methods and applied to the field. The main concept of the new method is the pressurization system which, by means of pressurization bag between outer flange of steel ribs and excavated perimeter, applies higher pressure than the pressure relaxed by excavation to the ground to prevent ground displacement. The stability of the support members and effect of displacement control of the new method were verified through 3D numerical analyses. The new method was applied to the construction of a 10.7 m wide, 7.9 m high and 85 m long ramp tunnel that passes under ${\bigcirc}{\bigcirc}$ Expressway. By applying the new method, the tunnel construction was successfully completed in 13.5 months which decreases construction time to 35% compared to conventional methods, and ground displacement was almost negligible.

Preparation of poly(vinyl alcohol)-coated Composite Nanofiltration Membranes on Various Support Membranes (다양한 지지체 분리막 위에 poly(vinyl alcohol)이 코팅된 나노복합막의 제조)

  • Lee Kew-Ho;Kim In-Chul
    • Membrane Journal
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    • v.15 no.1
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    • pp.34-43
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    • 2005
  • The poly(vinyl alcohol) (PVA)-based thin film composite nanofiltration (NF) membranes were prepared by coating polysulfone ultrafiltration membranes, sulfonated polyethersulfone and polyamide NF membranes with aqueous PVA solution by a pressurizing method. The PVA was cross-linked with aqueous glutaraldehyde solution. The NF membranes coated with a very low concentration of PVA on all the support membranes was successfully prepared. With increasing the hydrophilicity of the support membranes, the water flux increased. Especially, ζ-potential of negatively charged polyamide NF membrane was reduced by coating the membrane with PVA. A fouling experiment was carried out with positively charged surfactant, humic acid, complex of humic acid and calcium ion and bovine serum albumin. A non-coated polyamide NF membrane was significantly fouled by various foulants. The fouling process when using humic acid and protein occurred at the isoelectric point. There was severe fouling when using humic acid and adding bivalent cations. By coating the polyamide NF membrane with aqueous PVA solution, fouling was reduced. The polyamide NF membrane coated with PVA was resistant to the acidic and basic solution.

Influence of the Fire on Emergency Evacuation Support System (대공간용 비상피난지원 시스템에 화재가 미치는 영향 분석)

  • Kim, JiTae;Sung, Kun Hyuk;Park, Won Hee;Lee, Duck Hee;Woo, Jun You;Ro, Kyoung-Chul
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.5
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    • pp.626-631
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    • 2018
  • An emergency evacuation support system is used to maintain evacuation routes by pressurizing a space inside screens. In cases of fire, it is important to understand the thermal distributions in the tunnel for preventing system failure. In this study, we numerically investigated the effect of fire on an emergency evacuation support system in a large fabric store with some fire scenarios with different combustibles. The critical temperature for system failures was assumed to be $200^{\circ}C$. As a result, the highest temperature was predicted in the ceiling part due to the effect of a ceiling jet, and the fire safety of the screen was secured at distances of 20 to 30 m according to the heat release rate. To prevent the inflow of smoke into the system, it is necessary to maintain more than 5 Pa if positive pressure inside the smoke screen. The results of this study could be useful for designing an emergency evacuation support system.

Numerical analysis on effect of hole size on Emergency Evacuation Support System (수치해석을 통한 비상피난지원 시스템의 급기구 크기에 따른 유동분석)

  • Kim, Ji Tae;Park, Won Hee;Lee, Duck Hee;Ro, Kyoung-Chul
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.21 no.4
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    • pp.324-329
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    • 2020
  • The emergency evacuation support system provides a safe means of evacuation by preventing the inflow of smoke through the formation of a smoke shield curtain in fire situations and pressurizing fresh air to the inside of the smoke shield curtain. In this study, numerical analysis was performed to examine the effects of the hole size on the flow inside the smoke curtain. As the air supply size decreased, the flow rate through the air supply was formed relatively uniformly from the inlet to the outlet length of the emergency support system. In addition, the size of the air supply hole was more than 20 mm, the flow rate was very low near the outlet, so the air supply hole size should be smaller than 20 mm. In addition, the minor loss of the air supply hole was calculated to be K = 1.5 from the numerical results. Therefore, the proper design of an emergency evacuation support system is possible using the flow characteristics according to the size and minor loss of the air supply hole.

Tests on the Serial Implosion of Multiple Cylinders Subjected to External Hydrostatic Pressure (외부 정수압을 받는 복수 원통의 연쇄 내파에 관한 실험연구)

  • Teguh, Muttaqie;Park, Sang-Hyun;Sohn, Jung Min;Cho, Sang-Rai;Nho, In Sik;Lee, Phill-Seung;Cho, Yoon Sik
    • Journal of the Society of Naval Architects of Korea
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    • v.57 no.4
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    • pp.213-220
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    • 2020
  • In the present paper, implosion responses of two adjacent cylindrical tubes under external hydrostatic pressure were experimentally investigated. The cylinder models were fabricated of aluminium alloy 6061-T6 commercial tubes. In the experiment, a pair of two-cylinders were placed inside of a support frame in a medium-size pressure chamber, whose design pressure was 6.0MPa. The distance between the two-cylinders was 30 millimeter measured from outer shell at the mid-length. The implosion tests were performed with water and compressed nitrogen gas as the pressurizing media. The ambient static pressure of the chamber and local dynamic pressure near the two-imploded models were measured simultaneously. It was found that the energy released during an implosion from the first, weaker cylinder triggered the instability of the second, stronger cylinders. In other words, the resulting shock wave of the first implosive impact from the weaker cylinder could cause the premature failure of the neighboring stronger cylinders. The non-contact implosion phenomena from the two-cylindrical tube were clearly observed.