结合某水电站地面明钢管实际工程,采用有限单元法研究了管内脉动压力作用下明钢管斜直段后段采用垫层管形式对钢管振动的影响。结果表明:采用垫层管形式可分散明钢管低频段的各阶自振频率,并使铅直向与上下游方向上具有较高有效模态质量的自振频率得到提高。垫层管形式对低频脉动下明钢管斜直段具有明显的减振效果,但不利于高频脉动下的钢管抗振;在低频脉动压力作用下通过减小垫层管垫层包角到一定值可以进一步提高减振效果。
Abstract
The steel penstock encircled by cushion layer can be used at the end of the inclined straight segment in aboveground exposed steel penstock. The effect of this measure on the vibration response of penstock under fluctuating pressures was analyzed with the finite element method for a hydropower station. The results show that the natural vibration frequencies of the exposed steel penstock become scattered in low frequency region, and the natural vibration frequencies with high effective mode mass in the vertical and horizontal direction are raised. The measure is beneficial to the vibration reduction of the exposed steel penstock under fluctuating pressures with low frequencies but disadvantageous to the structural vibration control under fluctuating pressures with high frequencies; the vibration reduction effect under fluctuating pressures with low frequencies can be further improved by optimizing the covering range of cushion layer.
关键词
明钢管 /
垫层管 /
自振频率 /
有效模态质量 /
脉动压力 /
减振
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Key words
exposed steel penstock /
steel penstock encircled by cushion layer /
natural vibration frequency /
effective mode mass /
fluctuating pressure /
vibration reduction
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参考文献
[1] 刘启钊,胡 明. 水电站[M]. 第四版. 北京:中国水利水电出版社,2010.
[2] 胡 蕾. 地面式明钢管结构对活断层位移和地震作用的适应性研究[D]. 武汉大学,2015.
[3] 余家钰. 明压力钢管的运行振动[J]. 水电站设计,1995(02):55-62.
YU Jia-yu. Working vibration of surface penstock [J]. Design of hydroelectric power station, 1995(02): 55-62.
[4] 胡 蕾,石长征,伍鹤皋,等. 小滑动支承对跨活断层明钢管受力的影响[J]. 华中科技大学学报(自然科学版),2017,45(11):51-56.
HU Lei, SHI Chang-zheng, WU He-gao, et al. Effect of load transferring in poor sliding-condition supports on bearing of fault-crossing exposed steel penstocks [J]. Journal of Huazhong University of Science and Technology(Nature Science Edition), 2017, 45(11): 51-56.
[5] NB/T 35056-2015. 水电站压力钢管设计规范[S]. 北京:中国电力出版社,2016.
[6] 胡 蕾,伍鹤皋,苏 凯. 全埋式钢衬钢筋混凝土管道与坝内垫层管比较分析[J]. 武汉大学学报(工学版),2012,45(01):54-58.
HU Lei, WU He-gao, SU Kai. Comparative analysis of steel lined reinforced concrete penstock all embedded in dam and dam-embedded steel penstock encircled by cushion layer [J]. Engineering Journal of Wuhan University, 2012, 45(01): 54-58.
[7] 梁 峰,包日东,金 莹,等. 外激励作用下输流管道伴随内共振的非线性振动分析[J]. 振动与冲击,2014,33(22):146-151.
LIANG Feng, BAO Ri-dong, JIN Ying, et al. Nonlinear vibration of a fluid-conveying pipe under external excitation accompanied with internal resonance [J]. Journal of vibration and shock, 2014, 33(22): 146-151.
[8] Clough R W,Penzien J. Dynamics of Structures [M]. New York:McGraw-Hill, 1975:1-13.
[9] 邱吉宝,张正平,黄 波,等. 基础激励结构动力学问题求解新方法[C]// 中国振动工程学会. 2007全国结构动力学学术研讨会论文集,2007:46-60.
[10] 顾天恩,徐思豪,江国和,等. 基于柴油机机座结构的有限元模态分析方法[J]. 舰船科学技术,2017,39(03):83-87.
GU Tian-en, XU Si-hao, JIANG Guo-he, et al. FEM modal analysis method based on basement structure of machinery [J]. Ship science and technology, 2017, 39(03): 83-87.
[11] 刘 园,石长征,伍鹤皋,等. 水电站地面明钢管地震响应有限元分析[J]. 水电能源科学,2014,32(07):86-89+82.
LIU Yuan, SHI Chang-zheng, WU He-gao, et al. Finite element analysis of seismic response of exposed steel penstock in hydropower station [J]. Water Resources and Power, 2014, 32(07): 86-89+82.
[12] 杜 超,伍鹤皋,石长征,等. 日照温差下明钢管变位特性分析[J]. 长江科学院院报,2017,34(11):126-131.
DU Chao, WU He-gao, SHI Chang-zheng, et al. Deformation characteristics of exposed penstock under the influence of non-uniform temperature caused by sunshine [J]. Journal of yangtze river scientific research institute, 2017, 34(11): 126-131.
[13] 王仁坤,张春生. 水工设计手册:第8卷 水电站建筑物[M]. 第二版. 北京:中国水利水电出版社,2013.
[14] 石长征,伍鹤皋,江 畅. 冲击式水轮机配水环管和厂房结构静动力承载性能研究[J]. 四川大学学报(工程科学版),2014,46(06):78-84.
SHI Chang-zheng, WU He-gao, JIANG Chang. Study on the static and dynamic bearing behaviors of pelton turbine distributor and hydropower house [J]. Journal of Sichuan University(Engineering Science Edition), 2014, 46(06): 78-84.
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