• Title/Summary/Keyword: pre-flexed member strength

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Strength Method Using Pre-flexed Members for the Corner of Underground Box Structures under Additional Surface Load (추가 상재하중을 받는 지중박스구조물의 우각부에 대한 프리플렉스 부재를 이용한 보강공법)

  • Chung, Jee Seung;Lee, Jin Hyuk;Kim, Ki Am
    • Journal of the Korean Society of Safety
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    • v.31 no.5
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    • pp.102-108
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    • 2016
  • This paper presents a new strength method of underground box structures under additional surface load. An L-bracing using pre-flexed steel member threads called the "Pre-flex strength method" is used to improve capacity of the RC box structure under earth pressure due to additional surface load. The pre-flexed steel member is fixed the top and bottom of the structure after chemical anchor was installed by drilling hole on the box structure. The structural performance was evaluated analytically. 3 types of underground RC box structure were used; $2.0m{\times}2.0m$, $3.0m{\times}3.0m$ and $4.0m{\times}4.0m$. For the performance evaluation, structure analysis were performed on moment and shear resisting structures with and without pre-flex strength method. Numerical results confirmed that the proposed strength member system installed on underground RC box structures enhanced the strength capacity. The feasible region of the proposed pre-flex strength method in accordance with the earth pressure due to additional surface depth was evaluated.

A Case Study on Earthquake Resistant Reinforcement Method for the Corner of Existing Underground R.C Box Structures using Pre-flexed Member System (프리플렉스 부재를 이용한 기존 철근콘크리트 지중박스구조물 우각부에 대한 내진보강공법 사례연구)

  • Chung, Jee-Seung;Kim, Jin-Gu;Lee, Jin-Hyuk
    • Journal of the Korean Society of Safety
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    • v.31 no.3
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    • pp.68-74
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    • 2016
  • This paper presents a new strengthening method of underground box structures against seismic loads for anti-seismic capacity improvement. A threaded steel member with pressure devices(so called 'Pre-flexed member system') is used to improve seismic capacity of the RC box structure. The pre-flexed member system is fixed the corner of opening after chemical anchor was installed by drilling hole on the box structure. The structural performance was evaluated analytically. Two bracing types of strengthening methods were used; conventional bracing method and I-bracing pressure system. For the performance evaluation, seismic analyses were performed on moment and shear resisting structures with and without strength member system. Numerical results confirmed that the proposed pre-flexed member system can enhance the seismic capacity of the underground RC box structures.