期刊文献+

桥孔布设原则及桥孔长度计算方法研究 被引量:3

A Study on Lay Principle and Length Calculation Method of Bridge Opening
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摘要 介绍了不同时期、不同规范中桥孔布设原则和桥孔长度计算公式的历史沿革,并对不同类型河段桥孔布设原则进行完善,对桥孔长度计算公式进行论证。结果表明:现行《公路工程水文勘测设计规范》有关桥孔的设计方法具有一定的可操作性;明确了桥孔最小净长度的概念以及桥孔长度的影响因素与计算方法;建议增加有关桥梁与环境、桥位选择、桥长控制、山区纵向桥对水流影响、高架桥设置条件等研究内容。 The historical evolution of bridge opening layout principle and calculation formula for diffe-rent periods and different standards are introduced.At the same time,the bridge opening layout principle is improved and the bridge opening calculation formulas are demonstrated.The conclusions are: "Hydrological Specifications for Survey and Design of Highway Engineering" about bridge opening design method is maneuverability;the conception of the minimum net length of bridge opening and the influencing factors and calculation methods of the length of bridge opening are definited.Last,it is suggested that the specifications should increase the contents of bridge and environment,bridge location selection,control of bridge length,mountain longitudinal bridge influence to flow and setting condition of viaduct.
出处 《公路》 北大核心 2012年第4期12-15,共4页 Highway
关键词 布设原则 桥孔长度 历史沿革 桥梁环境 最小净长度 lay principle bridge opening length historical evolution bridge environment minimum net length
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  • 2史斌.公路水毁防治对策[J].北方交通,2006(4):42-46. 被引量:2
  • 3凌建明,朱文强,李若灵.浅议水毁防治措施选择[J].黑龙江交通科技,2007,30(1):6-8. 被引量:4
  • 4李海瑞.桥梁水毁的预防与治理[J].公路,2007,52(7):209-211. 被引量:8
  • 5LeBeau K, Wadia-Fascetti S. Fault Tree Analysis of Schoharie Creek Bridge Collapse [J ]. Journal of Performance of Constructed Facilities, 2007, 21 (4) .. 320 -326.
  • 6Johnson P A. Fault Tree Analysis of Bridge Failure Due to Scour and Channel Instability [ J ]. Journal of Infrastructure Systems, 1999,5(1) ,35 - 41.
  • 7Johnson PA, Whittington RM. Vulnerability-Based Risk Assessment {or Stream Instability at Bridges[-J]. Journal of Hydraulic Engineering, 2011,137(10) : 1248 - 1256. ).
  • 8李贞栋.谈变迁性河段上调治构造物的水毁[J].公路,1983(4):24-27.
  • 9Perret S,Khayat K H,Gagnon E. Repair of 130-Year Old Masonry Bridge using High-Performance Cement Grout [J]. Journal of Bridge Engineering, 2002,1 (7):31 -38. ).
  • 10吕宏韬,蔡秀斌,宋华.浅析公路桥梁水毁[J].黑龙江交通科技,2009,32(10):108-108. 被引量:1

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