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도로상 부구조물(교통표지판 및 가로등 지주)의 설계여정

Odyssey for the Standard Design of Highway Minor Structures (Cantilever Columns for Signs, Luminaries, Traffic Signals)

  • 조태준 (대진대학교 건설시스템공학과) ;
  • 김명한 (국립목포대학교 건축공학과) ;
  • 지효선 (대원대학교 철도건설공학과)
  • Cho, Taejun (Department of Civil Engineering, Daejin University) ;
  • Kim, Myeong-Han (Department of Architectural Engineering, Mokpo National University) ;
  • Ji, Hyo-Seon (Department of Civil & Railroad Engineering, Daewon University College)
  • 투고 : 2015.08.31
  • 심사 : 2015.09.10
  • 발행 : 2015.09.30

초록

As a preparation of a design standard regarding road facilities, such as cantilever columns for traffic lights, street lights on highways is proposed. Currently these minor structures are designed based on guidelines which are mixed with multiple old foreign specifications without any criteria in terms of safety and economy, which could lead irregular safeties and the loss of national properties. In the considered two cases for effective projected area, it is found that following efficient way of design without critical analyses could make significant errors and miscalculations. Therefore, a fundamental research on the minor structures is urgently needed.

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참고문헌

  1. AASHTO(2013), "AASHTO-LTS-6" Structural Specifications for Highway Signs, Luminaries, and Traffic Signals.
  2. ANSI/NAAMM FP 1001-97, "Guide Specifications for Design Loads of Metal Flagpoles 1606.1.1."
  3. BD 94/07 (2007), "Design of Minor Structures," Design Manual for Roads and Bridges, Vol., 2.
  4. American National Standards Institute (1999) ,"Minimum Design Loads for Buildings and Other Structures," Standard No., 7-88.
  5. ACI Committee 318 (2002), "Building Code Requirements for Structural Concrete(ACI 318-02) and Commentary."
  6. Japanese Society of Illumination Facilities Engineering (2009), "JIL 1003."
  7. National Police Agency (2005), "Installation Manual of Traffic Sign Facilities." (in Korean).
  8. Park, J.M, Lee, S.Y, Ji, H.S and Song, B.J. (2014) "Optimal Fiber-Angle of Wind Turbine Tower Made of Composites under Wind Loads," Journal of the Korean Society for Advanced Composite Structures, 5(1), pp. 9-15. (in Korean). https://doi.org/10.11004/kosacs.2014.5.1.009