高水头抽水蓄能电站水脉动下的振动研究

Baisong Nie, Dechang Guo, Qifeng Zheng, Wen-ke Xu
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引用次数: 0

摘要

抽水蓄能电站水泵水轮机具有高水头、大容量、高机组转速、双向流动运行、工况变化频繁等特点,振动问题突出。某抽水蓄能电站的额定扬程为710m,地下厂房配置两种不同转速的水泵水轮机(额定转速分别为500r / min和600r / min)。额定扬程和600r/min的额定转速是国内抽水蓄能电站中最高的。为了研究高水头高速机组水压脉动作用下厂房结构的振动特性,采用有限元动力时程法研究了谐波负荷假设下厂房的振动响应。结果表明:压力脉动幅值越大,振动越大;在各种工况下,楼梯和涡轮底板的振动响应都比较大,是厂房结构的薄弱部分。在所有工况下,5#单元截面典型结构的振动响应均不超过各种规范规定的建筑结构允许振动标准。但在情形1和情形4下,5#单元截面若干部位的均方根振动加速度较大,超过了安全标准(1.0 m/s2),但不会造成结构破坏(< 10m /s2)。频率加权RMS加速度虽然没有超过极限,但由于振动频率高,可能出现明显的振动和噪声,应引起重视。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on Vibration under the Water Pulsation of the High Head Pumped Storage Power Plant
The pump turbine of the pumped storage power station has the characteristics of high head, large capacity, high unit speed, two-way flow operation and frequent condition change, which leads to the prominent vibration problem. The rated head of a pumped storage power station is 710m, and the underground powerhouse is equipped with two kinds of pump turbines with different speeds (the rated speeds are 500r / min and 600r / min respectively). The rated head and the rated speed of 600r/min are the highest in domestic pumped storage power stations. In order to study the vibration characteristics of the power house structure under the action of water pressure pulsation of high head and high speed unit, the finite element dynamic time history method was used to study the vibration response of the power house under the assumption of harmonic load. The results show that the larger the amplitude of pressure pulsation is, the larger the vibration is. Under each working condition, the vibration response of stairs and turbine floor is relatively large, which is the weak part of the powerhouse structure. Under all working conditions, the vibration responses of the typical structures of 5# unit section do not exceed the allowable vibration standards of building structures specified in various codes. However, under case 1 and 4, the root mean square vibration accelerations of several parts of 5# unit section are relatively large, which exceed the safety standard (1.0 m/s2), but will not cause structural damage (< 10 m/s2). Although the frequency weighting RMS acceleration does not exceed the limit, obvious vibration and noise may appear due to the high vibration frequency, which should be paid attention to.
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