长江科学院院报 ›› 2013, Vol. 30 ›› Issue (10): 81-87.

• 水工结构与材料 • 上一篇    下一篇

水电站消力池导墙抗疲劳破坏问题研究

吴杰芳,张林让,蒋昱州   

  1. 长江科学院 水利部岩土力学与工程重点实验室 , 武汉 430010
  • 收稿日期:2012-10-24 修回日期:2013-10-16 出版日期:2013-10-15 发布日期:2013-10-16
  • 作者简介:吴杰芳(1939-),男,河南孟州人,教授级高级工程师,主要从事振动、流激振动与抗震研究,(电话)027-82829826(电子信箱)wjf1939@126.com。

Research on Fatigue Failure of Vibrating Baffle Wall in Stilling Basin and It’s Prevention

WU Jie-fang, ZHANG Lin-rang, JIANG Yu-zhou   

  1. WU Jie-fang, ZHANG Lin-rang, JIANG Yu-zhou
    (Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources,
    Yangtze River Scientific Research Institute, Wuhan 430010, China)
  • Received:2012-10-24 Revised:2013-10-16 Online:2013-10-15 Published:2013-10-16

摘要: 为研究水电站消力池导墙抗疲劳破坏问题,对某大型水利枢纽消力池导墙流激振动疲劳破坏问题进行了系统研究。通过枢纽整体水力学模型试验,测量与分析导墙两侧面的水流脉动压力,进行导墙的自振特性计算与水力共振校核;进行导墙静应力和流激振动响应计算与强度校核;对不满足强度要求的墙段,进行配筋计算与防裂验算,用2种方法对配筋后的导墙进行抗疲劳破坏计算研究,根据抗疲劳要求增加导墙的配筋量,使其满足安全要求。

关键词: 消力池导墙, 流激振动 , 模型试验, 强度校核, 配筋计算, 抗疲劳研究

Abstract: The fatigue failure of baffle wall induced by turbulent flow in the stilling basin of a large hydropower project was systematically researched. Through overall hydraulic model tests, the fluctuating pressure on two sides of the baffle wall were measured and analyzed, the self-vibration characteristics were calculated and the hydraulic resonance was examined. The static and dynamic stresses of the baffle wall were calculated, and the strength of the wall was checked. For segments which don’t meet the strength requirements, reinforcement and crack control arrangements for the wall were calculated. The fatigue failure resistance of the reinforced concrete baffle wall were calculated with two methods, one is based on reference [4], and the other is based on reference [5]. The amount of reinforced concrete bars can be increased to meet safety requirements.

Key words: baffle wall in stilling basin, flow-induced vibration, hydraulic model test, strength check, reinforcement calculation, anti-fatigue research

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