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高铁预应力混凝土简支箱梁钢筋骨架部品装配化设计研究

Research on Assembly Design of Components for Rebar Skeleton in Prestressed Concrete Simple Supported Box Girder of High Speed Railway
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摘要 结合“标准化、工厂化、自动化、智能化”理念,为有效解决广州—湛江高速铁路茂名梁场预应力混凝土简支箱梁钢筋骨架智能建造难题,开展钢筋骨架部品装配化设计研究。首先确定了钢筋骨架创新设计的基本原则,从精细化设计、适应性设计、部品化设计、装配式组装设计四个层面开展具体研究,提出了一种满足钢筋骨架智能建造的设计方案。然后从钢筋疲劳应力幅和钢筋网吊装两个维度进行有限元计算和分析,验证单个网片采用电阻焊接、整体骨架采用装配组装方案的可行性。该设计应用理念可推广至路桥隧智能建造应用中。 Combination with the idea of standardization,industrialization,automation and intelligence,in order to effectively solve the problem for intelligent construction of rebar skeleton in Guangzhou-Zhanjiang High Speed Railway simple supported box girders about Maoming Girder Yard,it is necessary to carry out research on assembly design of components for rebar skeleton.Firstly,the basic principles of innovative design for steel reinforcement skeleton were determined,and specific research was conducted from four levels,such as refined design,adaptive design,component design,and assembly design.A design scheme that meets the intelligent construction of steel reinforcement skeleton was proposed.Then,finite element calculations and analysis were conducted from two dimensions,namely the fatigue stress amplitude of the steel bars and the lifting of the steel mesh,verifying the feasibility of using resistance welding for a single mesh and assembly for the overall skeleton.This design application concept can be extended to intelligent construction applications for roads,bridges,and tunnels.
作者 张少朋 张上 牛远志 苏伟 李艳 张浩 ZHANG Shaopeng;ZHANG Shang;NIU Yuanzhi;SU Wei;LI Yan;ZHANG Hao(China Railway Design Corporation,Tianjin 300142,China;School of Civil Engineering,Guangzhou University,Guangzhou 510006,China)
出处 《铁道建筑》 北大核心 2023年第12期97-101,共5页 Railway Engineering
关键词 高速铁路桥梁 预应力混凝土 简支梁 箱形梁 智能建造 钢筋骨架 部品 疲劳应力 high speed railway bridge prestressed concrete simply supported girder box girder intelligent construction rebar skeleton component fatigue stress
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  • 1何华武.快速发展的中国高速铁路[J].中国铁路,2006(7):23-31. 被引量:25
  • 2侯振波,史耀武,李晓延,田志凌,何长红.超细晶粒钢筋焊接接头的疲劳强度[J].钢铁研究学报,2007,19(2):43-46. 被引量:7
  • 3周村甫.钢筋混凝土结构极限状态设计法[M].北京:电力工业出版社,1982.
  • 4SCHIESSL P. Zeit-und dauerschwingfestigkeit von geschweissten bewehrungsgitteru [ C]//IABSE Colloquium Lausanne, 1952.
  • 5BS 4449 Steel for the concrete-weldable reinforcing steel- bar, coil and decoiled product-sepcifieation[ S]. 2005.
  • 6Eurocode 2 Design of concrete structures-part 1 : general rules and rules for buildings[ S]. 2004.
  • 7DIN 1045-1 Tragwerke aus beton, stahlbeton und spannbeton-teil 1 : bemessung und konstruktion [ S ]. 2008.
  • 8DIN 1045-1 Tragwerke aus beton, stahlbeton und spannbeton-teil 1 : bemessung und konstruktion [ S ]. 2001.
  • 9BS 5400 Steel, concrete and composite bridges part 10. code of practice of fatigue[ S ]. 1980.
  • 10MARTIN H, SCHIEBL P. Zeitschwingfestigkeit yon geschweiBten betonstahlmatten [ J ]. BFT, H. 12, 1981 ; H. 1,1982.

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