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      KCI등재

      볼트 접합 DY전단연결재를 적용한 강합성 교량의 바닥판 교체공사 경제성 분석 = Economic Analysis of Panel-Replacement Work of Steel and Concrete Composite Bridge with Applied Bolt-Joint DY Connector

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      https://www.riss.kr/link?id=A108394622

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      다국어 초록 (Multilingual Abstract)

      Bridge is a physical infrastructure that is essential for the economic and social activities of people. It is also directly related to the safety and convenience of people; thus, its benefits should be considered from the perspective of the people. Am...

      Bridge is a physical infrastructure that is essential for the economic and social activities of people. It is also directly related to the safety and convenience of people; thus, its benefits should be considered from the perspective of the people. Among the bridge components, floor panel inevitably entails a replacement period during the entire life cycle of the bridge, and partial replacement due to damage is frequently performed. Bolt-joint shear connectors (DY bolts), which are employed to solve the problem of conventional welding shear connections that synthesize girder and floor panel, can reduce the construction period by minimizing the crushing work in the floor-panel-removal process and facilitating reconstruction of the shear connections during replacement work. An economic analysis of a steel and concrete composite bridge that uses DY bolts was performed from the perspective of road users (people) by calculating the cost to road users due to road blocking during the construction period and comparing it with the existing construction method.

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      국문 초록 (Abstract)

      교량 인프라는 국민의 경제와 사회적 활동에 반드시 필요한 물리적 기반시설이고, 국민의 안전과 편의성에 직결되는시설이므로 국민의 입장에서 편익을 고려해야 한다. 교량의 구성요소 중...

      교량 인프라는 국민의 경제와 사회적 활동에 반드시 필요한 물리적 기반시설이고, 국민의 안전과 편의성에 직결되는시설이므로 국민의 입장에서 편익을 고려해야 한다. 교량의 구성요소 중 바닥판은 교량 전체의 생애주기 동안 필연적으로 교체시기가 도래하고 파손 등으로 인한 부분 교체도 빈번하게 이루어지고 있다. 바닥판 교체공사 시 거더와 바닥판을 합성하는 기존 용접 전단연결재의 문제점을 해결하기 위한 볼트 접합 전단연결재(DY볼트)는 바닥판 철거 공정에서 파쇄를 최소화하고 교체공사를 위한 전단연결재 재시공이 용이하여 공사 기간을 기존 대비 단축할 수 있는 것으로 분석되었다. 공사기간 중 도로차단으로 인해 발생하는 도로이용자비용을 산출하여 기존 공법과 비교하는 방법으로 볼트 접합 전단연결재를 적용한 강합성 교량의 경제성을 도로이용자(국민) 입장에서 분석하였다.

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      참고문헌 (Reference) 논문관계도

      1 Ministry of Land, Infrastructure and Transport, "Transportation Facility Investment Evaluation Guidelines" 2017

      2 Ministry of Land, Infrastructure and Transport, "Traffic Monitoring System"

      3 Park, J. G, "The Life Cycle Cost Economic Review of Prefabrication Method from the Perspective Sustainablity" 34 (34): 56-66, 2022

      4 Ehlen, M. A, "The Economics of New-Technology Materials: A Case Study of FRP Bridge Decking" National Institute of Standards and Technology 1996

      5 Kim, J. S, "Strength of Bolt Type Shear Connector in Precast Deck Composite Bridges" Dankook University 2005

      6 Road Bridge Design Standards, "Road Bridge Design Standards Interpretation(LRFD)" Korean Bridge Design & Engineering Research Center 2015

      7 Ministry of Economy and Finance, "Preliminary Feasibility Study Guidelines" 2019

      8 Matthew, S, "Performance of Embedded Bolt Shear Connectors" 30 (30): 421-429, 2020

      9 "Eurocode 4, Design of Composite Steel and Concrete Structures-Part1-1: Genenral Rules and Rules for Buildings, EN1994-1"

      10 Korea Agency for Infrastructure Technology Advancement-Ministry of Land, Infrastructure and Transport, "Development of partial replacement and low-carbon material utilization technology for ICT-based bridge life extension (Final report)" 2019

      1 Ministry of Land, Infrastructure and Transport, "Transportation Facility Investment Evaluation Guidelines" 2017

      2 Ministry of Land, Infrastructure and Transport, "Traffic Monitoring System"

      3 Park, J. G, "The Life Cycle Cost Economic Review of Prefabrication Method from the Perspective Sustainablity" 34 (34): 56-66, 2022

      4 Ehlen, M. A, "The Economics of New-Technology Materials: A Case Study of FRP Bridge Decking" National Institute of Standards and Technology 1996

      5 Kim, J. S, "Strength of Bolt Type Shear Connector in Precast Deck Composite Bridges" Dankook University 2005

      6 Road Bridge Design Standards, "Road Bridge Design Standards Interpretation(LRFD)" Korean Bridge Design & Engineering Research Center 2015

      7 Ministry of Economy and Finance, "Preliminary Feasibility Study Guidelines" 2019

      8 Matthew, S, "Performance of Embedded Bolt Shear Connectors" 30 (30): 421-429, 2020

      9 "Eurocode 4, Design of Composite Steel and Concrete Structures-Part1-1: Genenral Rules and Rules for Buildings, EN1994-1"

      10 Korea Agency for Infrastructure Technology Advancement-Ministry of Land, Infrastructure and Transport, "Development of partial replacement and low-carbon material utilization technology for ICT-based bridge life extension (Final report)" 2019

      11 Korea Authority of Land and Infrastructures Safety, "Development of User Cost Calculation Program for Bridge Life Cycle Cost Analysis" 2004

      12 British Standards Institution, "Code of Practice for Design of Composite Bridges, BS5400-2 Steel, Concrete and Composite Brdiges" 2006

      13 Jung, D. S, "An Experimental Study on Demountable Bolted Shear Connectors for Easy Dismantlement and Re-construction of Concrete Slab of Steel-Concrete Composite Bridges" 12 (12): 1508-, 2022

      14 AASHTO, "AASHTO LRFD Bridge Design Specification, LRFD 8" 2017

      15 Ahn, Y. J, "A Study on the Economic Evaluation for Bridge Superstructures Using VE/LCC" Ajou University 2007

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