• Title/Summary/Keyword: 파이프랙 모듈

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Stability Analysis of Pipe Rack Module for Underground Complex Plants Construction (복합플랜트 지하 건설을 위한 파이프랙 모듈 공법 안정 해석)

  • Kim, Sewon;Lee, Sangjun;Kim, YoungSeok
    • Journal of the Korean Geosynthetics Society
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    • v.20 no.4
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    • pp.113-124
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    • 2021
  • Underground environmental infrastructure and energy production facilities, which are recognized as avoidable facilities such as landfills, are emerging as an important social issue due to urbanization and economic growth. In order to safely construct a large-scale plant facility in the underground space, it is necessary to increase the utilization of the limited space layout and minimize unnecessary columns. In this study, the plant modularization method(Pipe Rack Module) was reviewed to solve the problems of work constraints, assembly and demolition, process system interconnection, and maintenance that occur when plant facilities are underground. In addition, plant module analysis was performed by applying various load conditions (earthquake load, device load, earth pressure load, etc.) to improve spatial layout usability and secure structure stability. Based on the analysis results under various boundary condition, the implications regarding the minimum installation interval and module arrangement (draft) of basic modules required for the construction of an underground combined plant were derived.

Analysis of support loads in large underground space for high-density arrangement of complex plant (복합플랜트 고집적 배치를 위한 지하대공간 지지하중 해석)

  • Kim, Sewon;Park, Jun Kyung;Lee, Sangjun;Kim, YoungSeok
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.23 no.2
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    • pp.77-92
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    • 2021
  • For the construction of a large underground space with a complex plant installed, it is necessary to analyze the stability considering the ground conditions and various load conditions. In this paper, finite element analysis was performed to analyze the support load that can be used in the design of a large underground space for high-density arrangement of complex plant. An analysis of underground continuous wall (D-wall) was performed considering the load and horizontal earth pressure in the large underground space. In addition, foundation ground analysis was carried out according to the load condition of the complex plant. In order to shorten the construction period, increase the space layout utilization, and secure the stability of the plant structure when installing the complex plant underground, the pipe rack module structure analysis was conducted. This study proposes a design and construction method for the optimal arrangement of underground complex plants using the analysis results.