中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 1997, Vol. 16 ›› Issue (4): 103-108.

• • 上一篇    下一篇

弯曲河段大型桥墩(台)防撞成因分析及对策

刘德邦   

  1. 重庆交通学院西南水运工程科学研究所, 400042
  • 收稿日期:1997-01-16 修回日期:1997-04-08 出版日期:1997-08-23 发布日期:2016-11-14
  • 作者简介:刘德邦,男,1937年生,副教授

Genetic Analysis and Countermeasure on the Collision Avoidance of Bridge Pier (Abutment) in Curved River Reach

Liu Debang   

  1. Southwest Research Institute of Water Transport Engineering
  • Received:1997-01-16 Revised:1997-04-08 Online:1997-08-23 Published:2016-11-14

摘要: 以黄石长江公路大桥为例,根据物理模型试验资料,试从弯曲河段河性理论入手,阐述过桥船队碰撞已建桥墩(台)的原因并探讨防撞对策.

关键词: 弯曲河流, 桥梁墩台, 防止碰撞, 成因分析, 对策

Abstract: In this paper, using the Huangshi Changjiang Highway Bridge as an analyzing example, according to the experimental data of physical model, with the help of river facies theory in curved river reach, the causes on the fleet through the bridge colliding bridge pier (abutment) are expounded, and the countermeasures on the collision avoidance are probed.

Key words: curved river, bridge pier (abutment), collision avoidance, genetic analysis, countermeasure