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大跨度上翻式拱形钢闸门振动特性及抗振优化
引用本文:刘鹏,高振海,严根华,吕飞鸣.大跨度上翻式拱形钢闸门振动特性及抗振优化[J].水利水电科技进展,2011,31(3):74-79.
作者姓名:刘鹏  高振海  严根华  吕飞鸣
作者单位:1. 广州市水务规划勘测设计研究院,广东广州,510640
2. 南京水利科学研究院,江苏南京,210029
3. 中国水电顾问集团华东勘测设计研究院,浙江杭州,310014
摘    要:针对大跨度上翻式拱形钢闸门的水力结构特点,研制了闸门水弹性振动模型,通过水动力荷载特性、结构动力特性和流激振动特性等系统试验研究,反演了闸门结构的共振现象,取得不同工况下作用于门体的水流脉动压力荷载和闸门振动加速度、动位移及动应力等动力响应参数的数字特征和谱特征。针对存在问题,对闸门结构的底缘体型进行了修改,取得了良好的抗振优化效果。

关 键 词:大跨度上翻式拱形闸门  水动力荷载  动力特性  流激振动  抗振优化
修稿时间:2011/6/30 0:00:00

Vibration characters and anti-vibration optimization of long-span-flip arch steel gates
LIU Peng,GAO Zhen-hai,YAN Geng-hua,L Fei-ming.Vibration characters and anti-vibration optimization of long-span-flip arch steel gates[J].Advances in Science and Technology of Water Resources,2011,31(3):74-79.
Authors:LIU Peng  GAO Zhen-hai  YAN Geng-hua  L Fei-ming
Affiliation:LIU Peng,GAO Zhen-hai,YAN Geng-hua,L(U) Fei-ming
Abstract:Based on the hydraulic characters of long-span-flip arch steel gates,a hydro-elastic vibration model was developed.The resonance phenomenon of the gate structure was inversed by studying the hydrodynamic loads,structural dynamic characters and flow-induced vibration system.The numerical and spectral characters of dynamic response parameters acting on gate structure under different working conditions such as flow fluctuating pressure load,gate vibration acceleration,dynamic displacement and stress were obtained.Against the existing problems,the bottom edge of the gate structure was modified,and good anti-vibration optimized effect was achieved.
Keywords:long-span-flip arch steel gate  hydrodynamic load  dynamic character  flow-induced vibration  anti-vibration optimization
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