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Key Technology and Numerical Simulation of Cast‑in‑Place Construction of Main Arch Ring of Reinforced Concrete Arch Bridge Based on Suspension Steel Arch Method
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(1.CCCC Guangzhou Waterway Bureau Co ., Ltd., Guangzhou , Guangdong 510290 , China ; 2.CCCC Dredging (Group ) Co., Ltd., Beijing 100120 , China ; 3.Highway Construction and Maintenance Center of Shaoyang County , Shaoyang , Hunan 422100 ,China ; 4.School of Civil Engineering , Changsha University of Science and Technology , Changsha , Hunan 410114 , China )

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U445.469

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    Abstract:

    Steel arch frame replaced such construction methods as floor bracket or segment cantilever assembly and it was applied to arch circle cast-in-place across deep water canyons in mountainous areas,which had certain advantages and was worth promoting and applying.By introducing the key construction technologies of Sanchahe Bridge,including steel arch frame cantilever fastener method assembly,arch water tank method precompression,and main arch ring layered pouring,the common problems in the construction process of crossing the deep water canyon were solved effectively.Based on Midas Civil overall modeling of finite elements,the key construction technologies adopted by the bridge were numerically simulated and analyzed,and the successful construction of the bridge was guided and monitored,aiming to provide a reference for similar engineering construction and force calculation and analysis.

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粟学平,夏争志,吕松刚,等.基于悬拼钢拱架法的钢筋混凝土拱桥主拱圈现浇施工关键技术及数值模拟[J]. Journal of China and Foreign Highway,2024,44(2):191-200,206.
SU Xueping, XIA Zhengzhi, LYU Songgang, et al. Key Technology and Numerical Simulation of Cast‑in‑Place Construction of Main Arch Ring of Reinforced Concrete Arch Bridge Based on Suspension Steel Arch Method[J]. Journal of China and Foreign Highway,2024,44(2):191-200,206.

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History
  • Received:December 28,2023
  • Revised:
  • Adopted:
  • Online: May 07,2024
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