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Evaluation of Tension of PSC Box Girder Bridges Using Risk Matrix

리스크 매트릭스를 활용한 PSC박스 거더교의 긴장재 평가

  • Kim, Hyungjo (R&D Division, Unicons Co. Ltd.) ;
  • Ji, Seunggu (Korea Infrastructure Safety Co) ;
  • Kim, Hunkyom (Seoul Metropolitan Government Facility Division) ;
  • Kim, Pilsoo (Seongnam City Hall Dept, of City Planning) ;
  • Kim, Hunkyom (Department of Civil Engineering, Dong-yang University) ;
  • Lee, Minjae (Department of Civil Engineering, Chungnam National University)
  • Received : 2018.05.30
  • Accepted : 2018.07.18
  • Published : 2018.09.30

Abstract

In particular, the investigation of tendons in PSC Box Girder Bridge should be done in a systematic way. It is important to identify preventative maintenance activities that should be carried out in order to analyze the risk factors by type of representative tensions and to reduce risks in the long term. However, in the current maintenance system, various methodologies for investigating and repairing tensions have been studied, but it is difficult to investigate precisely tensions. Therefore, to apply the risk assessment for screening of tensions to the domestic PSC Box Bridge, we presented a risk matrix evaluation index that is consistent with the state assessment and maintenance system.

PSC 박스교에서 긴장재에 대한 조사는 체계적인 방법에 의해서 수행되어야 한다. 대표 긴장재 유형별로 위험 요인을 분석하고 장기적으로 위험도를 낮출 수 있도록 유지관리 계획이 수행되어야 할 예방적 유지관리 활동을 도출하는 것이 중요하다. 하지만 현 유지관리체계에서는 긴장재의 조사 및 보수보강을 위한 다양한 방법론이 연구되어 지고 있으나, 현실적으로 긴장재를 전수조사하는 것에는 어려움이 있다. 따라서 긴장재 선별에 대한 리스크 평가를 국내 PSC 박스교에 적용하기 위해 상태평가 및 유지관리체계에 맞춘 리스크 매트릭스 평가 지표를 제시하였다.

Keywords

References

  1. Seoul Metropolitan Government Road Facilities Division (2015). "PSC box girder bridge maintenance plan establishment service."
  2. FHWA (2013). "Guidelines for Sampling, Assessing, and Restoring Defective Grout in Prestressed Concrete Bridge Post-Tensioning Ducts."
  3. FHWA (2013) "Recommendations for Assessing and Managing Long-Term Performance of Post-Tensioned Bridges having Tendons Installed with Grout Containing Elevated Levels of Chloride."
  4. CEREMA1 (2014). "RISK ANALYSIS OF VULNERABLE BRIDGES ON THE NATIONAL ROAD NETWORK IN FRANCE." Division for Transportation Infrastructure and Materials, Technical Centre for Bridge Engineering.
  5. Seoul Metropolitan City Safety Headquarters Road Facilities Division (2017). "PSC box girder bridge safety check manual."
  6. ISO (2009). ISO 31000 : Risk Management.
  7. He, Zhi (1995). "Risk management for overseas construction project." International Journal of Project Management, 13(4), pp. 231-237. https://doi.org/10.1016/0263-7863(95)00015-I
  8. He, Zhi (1995). "Risk management for overseas construction project." International Journal of Project Management, 13(4), pp. 231-237. https://doi.org/10.1016/0263-7863(95)00015-I
  9. Korea Occupational Safety and Health Agency (2010). "Guidance on how to analyze risks."
  10. ASBI T-9 Committee (2014). "Grouted Post-Tensioning -State of the Practice (ASBI Presentation)."
  11. Kim, S. K., Kim, J. S., and Kim, H. J. (2017). "Probabilistic Risk Analysis of PSC Box Bridge Tension Based on Risk Matrix." Journal of the Korean Society of Civil Engineers, pp. 383-384.