玻璃钢/复合材料 ›› 2017, Vol. 0 ›› Issue (10): 29-33.

• 应用研究 • 上一篇    下一篇

南昌大桥桥墩抗浮运管段撞击复合材料防撞系统结构设计

邓国良1,邢永辉2,华 鹏3,祝 露3,方海3*,韩娟3   

  1. 1.南昌市政公用投资控股有限责任公司,南昌330038;
    2.中铁隧道勘测设计院有限公司,天津300133;
    3.南京工业大学土木工程学院,南京211816
  • 收稿日期:2017-04-17 出版日期:2017-10-20 发布日期:2017-10-20
  • 通讯作者: 方海(1981-),男,博士,副教授,主要从事复合材料结构方面的研究,fanghainjut@163.com。
  • 作者简介:邓国良(1978-),男,高级工程师,主要从事道路与桥梁方面的研究。
  • 基金资助:
    国家自然科学基金面上项目(51578285);江苏省自然科学基金面上项目(BK20161545);江苏省六大人才高峰项目(2003JZ-006)

THE STRUCTURAL DESIGN OF NANCHANG BRIDGE PIER ANTI-FLOATING PIPE SECTIONIMPACT COMPOSITES ANTI-COLLISION SYSTEM

DENG Guo-liang1, XING Yong-hui2, HUA Peng3, ZHU Lu3   

  1. 1.Nanchang Municipal Public Investment Holding Co., Ltd., Nanchang 330038, China;
    2.China Railway Tunnel Survey & Design Institute Co., Ltd., Tianjin 300133, China;
    3.College of Civil Engineering, Nanjing Tech University, Nanjing 211816, China
  • Received:2017-04-17 Online:2017-10-20 Published:2017-10-20

摘要: 针对南昌红谷隧道管段浮运近桥处桥墩,途经南昌大桥的17#、18#桥墩在受到浮运管段撞击时,计算桥墩最危险截面处产生的内力。依据《公路钢筋混凝土及预应力混凝土桥涵设计规范》,计算出桥墩能够抵抗的最大水平撞击力。应用有限元软件ANSYS/LS-DYNA考虑撞击角度、设防水位的影响,建模分析浮运管段撞击桥墩时产生的撞击力,根据模拟结果评估桥墩的抗船撞能力。根据大桥所处水域特点及桥墩的抗船撞能力,设计了柔性复合材料防撞设施,数值模拟结果表明安装复合材料防撞系统后,桥墩受到的水平撞击力明显减少,从而有效保护桥墩结构的安全使用和免于浮运管段发生碰撞损伤。   

关键词: 管段-桥碰撞, 复合材料, 桥墩抗力, 防撞系统, 数值模拟

Abstract: In this paper, the Nanchang Honggu tunnel section of the pipe floating near the bridge pier, through the Nanchang Bridge 17#, 18# pier in the impact by the floating pipe, calculate the internal force generated at the most dangerous cross section of the pier. According to the "Code for Design of Highway Reinforced Concrete and Prestressed Concrete-Bridges and Culverts" to calculate the pier can withstand the maximum level of impact force. Using the finite element software ANSYS/LS-DYNA, considering the influence of impact angle and the water level, the impact force of the floating pipe hit the pier was analyzed and the anti-collision ability of the pier was evaluated according to the simulation results. Based on the characteristics of the waters of the bridge and the anti-collision ability of the pier, the flexible composite anti-collision facilities are designed. The numerical simulation results show that the horizontal impact force of the pier is obviously reduced after installation the composite anti-collision system, effectively protect the safe use of the pier structure and avoids collision damage from the floating pipe section.

Key words: pipe-bridge collision, composite, pier resistance, anti-collision system, numerical simulation

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