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银川滨河黄河大桥连续组合箱梁桥设计 被引量:8

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摘要 为满足黄河水文及西北寒冷地区工期要求,银川滨河黄河大桥水中引桥采用80m连续组合箱梁桥,东西侧跨径布置分别为5×80m、6×80m。组合箱梁采用等高单箱单室截面形式。组合梁施工采用钢梁与混凝土桥面板分步进行,钢梁采用少支架节段拼装或无临时墩顶推施工,预制板分步间断施工。重点介绍了负弯矩区桥面板开裂、腹板稳定等关键技术问题设计思路与方法,以及参照欧洲规范相关规定进行的验算。
出处 《公路》 北大核心 2018年第3期107-111,共5页 Highway
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  • 1余志武,郭风琪.部分预应力钢-混凝土连续组合梁负弯矩区裂缝宽度试验研究[J].建筑结构学报,2004,25(4):55-59. 被引量:54
  • 2[1]Miguel Gómez Navarro,Jean-Paul Lebet,Concrete Cracking in Composite Bridges:Test,Models and Design Proposals,Structural Engineering International,2001 (3).
  • 3[7]郭凤琪.预应力钢-混凝土连续组合梁负弯矩区抗裂度及裂缝宽度研究[D].长沙:中南大学,2002.
  • 4[8]R.P.Johnson,L.C.P.Yam and J.C.Chapman.The Inelastic Behavior of Continuous Composite Beam of Steel and Concrete,Proc.of ICE,part 2,1972.
  • 5[13]Eurocode 4:Design of Composite Steel and Concrete Structures,Part 2:Bridges,Eurocode Committee for Standardization,1997.
  • 6Gerhard Hanswille. Composite Bridges Recently Built in Germany[A]. Composite Bridges[C]. Proceedings of the 3^rd International Meeting, Madrid: 2001. 97 - 109.
  • 7Miguel Martin Pardina. As Nogais and Navia Bridges[A]. Composite Bridges[C]. Proceedings of the 3^rd International Meeting, Madrid: 2001, 555- 561.
  • 8Gero A Marzahn, Markus Hamme, Wolfgang Prehn, et al. A State-of-the-Art Composite[J]. Structural Engineering International, 2007, ( 1 ) : 35 - 39.
  • 9Jean-Marc Ducret,Jean-Paul Lebet. Behaviour of Composite Bridges During Construction[J]. Structural Engineering International, 1999, (3):212-218.
  • 10Miguel Gomez Navarro, Jean-Paul Lebet. Concrete Cracking in Composite Bridge: Tests, Models and Design Proposals[J].Structural Engineering International,2001,(3) :184-190.

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