期刊文献+

南京龙池立交桥曲线箱梁的设计与施工 被引量:1

Design and Construction for Curved Box Girders of Longchi Overpass in Naning
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摘要 就南京龙池立交桥预应力曲线箱梁设计中的关键技术──钢管混凝土的独柱偏心影响、箱梁横隔板的作用及预应力筋的配置进行了计算分析;并介绍了箱梁混凝土的浇注工艺及预应力施工的方法。 Technical cruxes, such as eccentric influence of steel pipe-confining concrete single column,function of diaphragms and arrangement of prestressing tendons in curved box girders, in design of Longchi Prestressed Concrete Overpass in Naming are calculated and analysed. Concreting technology for the box girders and construction method for the prestressing system are dealt with as well.
作者 李连法
出处 《桥梁建设》 EI CSCD 北大核心 1996年第1期20-22,共3页 Bridge Construction
关键词 立交桥 曲线箱梁 设计 公路桥 工程施工 Longchi overpass in Naming, curved box girder, design, construction
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  • 1周恩海.铁路轻型桥墩横向刚度加固设计与研究[J].铁道建筑,2006,46(5):5-8. 被引量:5
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  • 7Shun-ichi Nakamura, Yoshiyuki Momiyama, Tetsuya Hosaka, et al. New technologies of steel concrete composite bridges [ J ] . Journal of Constructional Steel Research, 2002, 58: 99- 130.
  • 8Shanmugam N E, Lakshmi B, State of the art report on steel-concrete composite columns [ J ]. Journal of Constructional Steel Research, 2001, 57:1041 - 1080.
  • 9Toshiyuki Kitada, Masahide Matsumura, Yukitoshi Otoguro. Seimic retrofitting techniques using an energy absorption segment for steel bridge piers [ J]. Engineering Structures, 2003, 25: 621- 635.
  • 10Usami T, Ge H B, Saizuka K. Behavior of partially concrete-filled steel bridge piers under cyclic and dynamic loading[J]. J. Construct. Steel Res. , 1997, 41(2/3): 121 - 136.

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