风力发电机组塔架的结构形式及其风载、地震作用综述
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
风力发电机组的塔架属于高耸结构,承受风荷载和地震作用,可采用钢筒、钢格构、钢筋混凝土筒和钢-混凝土组合筒等多种结构形式。本文简要分析了各种结构形式的优缺点及研究现状,认为随着风力发电机组越来越大型化,钢塔筒面临运输和施工吊装困难。而其它形式的塔架,如钢格构、钢筋混凝土筒和钢-混凝土组合筒塔架,具有易运输、易施工的优点,已获得一定应用,并可能进一步推广。目前,对钢塔筒的研究较多,而对其它形式的塔架研究较少;并且由于叶片数据缺乏,风力发电机组承受的风、地震作用的计算不很准确;此外,研究者分析的风力发电机组数量有限,所得结论不一定具有普遍性。
A wind turbine tower belongs to a high-rise structure,subjected to wind loads and the seismic action. Various structural forms,such as the steel tubular tower,the steel lattice tower,the reinforced-concrete tubular tower and the concrete-filled steel tubular tower,are possible to be adopted for the wind turbine tower.In this paper, advantage,disadvantage and the state-of-art of each structural form are briefly summarized and it is thought that.(1 ) the steel tubular tower becomes difficult to be transported and hoisted with wind turbines growing much larger, while other tower forms,like the steel lattice tower,the reinforced-concrete tubular tower and the concrete-filled steel tubular tower,which may be advantageous in transportation and erection,have been applied in a certain range and may be promoted in the future;(2 ) there are an amount of research on steel tubular wind turbine towers but not the case for other structural forms;(3) the computation of wind and earthquake actions on wind turbines is not precise,due to the lack of blade data;(4) only a limited number of wind turbines are analysed by researchers and the conclusions are not regarded as universal.
引文
[1]廖明夫.R.Gasch,J.Twele.风力发电技术[M].西北工业大学出版社,2009
    [2]宋博.钢-混凝土风力发电机组塔架设计及振动特性[J].山西建筑,2009,35(8):80-81 Song Bo.Reinforced-concrete wind turbine generator system tower design and vibration property[J].Shanxi architecture,2009, 35(8):80-81
    [3]祝磊,叶桢翔.风力发电机组的有限元分析及动力特性研究[J].特种结构,2012,29(5):31-34
    [4]李声艳.大型风力发电机组的动力学特性计算分析[D].天津工业大学,2007
    [5]张斌.风力机塔架结构的抗风抗震特性研究[D].沈阳工业大学,2008 Zhang Bin.Study on characteristics of wind turbine tower under seismic load and wind load[D].Shenyang University of Technology,2008
    [6]吴迪.大型风力机组支撑结构性能研究[D].华北电力大学, 2011 Wu Di.Research on the support structure of large-scale wind turbine[D].North China Electric Power University,2011
    [7]贺广零,周勇,李杰.风力发电高塔系统地震动力响应分析[J].工程力学,2009,26(7):72-77 He Guangling,Zhou Yong,Li Jie.Seismic analysis of wind turbine system[J].Engineering mechanics,2009,26(7):72-77
    [8]贺广零.风力发电高塔系统风致随机动力响应分析与抗风可靠度研究[D].同济大学,2009 He Guangling.Stochastic dynamic response and reliability analysis of wind turbine systems under wind loads[D].Tongji University,2009
    [9]贺广零.钢筋混凝土风力发电塔风致动力响应分析[J].风能, 2011:48-52
    [10]吴春艳,金鑫,何玉林,王磊,刘桦.风力发电机在地震-风力作用下的载荷计算[J].中国机械工程,2011,22(18):2236-2240 Wu Chunyan,Jin Xin,He Yulin,Wang Lei,Liu Hua.Load Calculation of Wind Turbine Subjected to Earthquake and Wind[J]. China mechanical engineering,2011,22(18):2236-2240
    [11]李俊.大型风电机组整机及关键部件仿真分析与优化设计研究[D].重庆大学,2011 Li Jun.Study on the simulation and optimization of the large wind turbine and its key components[D].Chongqing University,2011
    [12]祝磊,姚小芹,王元清,石永久.600kW风力发电机组地震反应谱分析[J].太阳能学报,2012,33(10)1672-1675 Zhu Lei,Yao Xiaoqin,Wang Yuanqing,Shi Yongjiu.Seismic response spectrum analysis of a 600kW wind turbine[J].Acta Energiae Solaris Sinica,2012,33(10):1672-1675
    [13]ZHU Lei,WANG Yuanqing,SHI Yongjiu.Seismic load analysis of wind turbines by response spectrum approach[C].The 2nd International Conference on Energy and Environment Technology (ICEET2010),Changsha,China,2010.12:1706-1709
    [14]章子华,刘国华,王振宇,吴志根.抗强风的索塔型风机可行性研究[J].东南大学学报,2009,39(2):179-185 Zhang Zihua,Liu Guohua,Wang Zhenyu,Wu Zhigen,Feasibility study of anti-strong-wind cable-tower structure[J].Journal of Southeast University,2009,39(2):179-185
    [15]李宗福.风力机塔架结构动力学问题探讨及分析程序的研制[D].哈尔滨工业大学,2007 Li Zongfu,Discussion of Wind Turbine Tower Dynamic Problems and Compose Analyzing Program[D].Harbin Institute of Technology,2007
    [16]余长海.基于钢塔架风力发电机组振动性能研究[D].北京交通大学,2011 Yu Changhai.Study on the Vibration Characteristic of Wind Turbine on the Steel Tower[D].Beijing Jiaotong University,2011
    [17]毕继红,任洪鹏,尹元彪.预应力钢筋混凝土风力发电塔架的地震响应分析[J].天津大学学报,2011,44(2):126-133 Bi Ji-hong,Ren Hong-peng,Yin Yuan-biao.Seismic Analysis of Pre-Stressed Reinforced Concrete Wind-Turbine Tower[J]Journal of Tianjin University,2011,44(2):126-133
    [18]刘香,王敏,李建.格构式钢管混凝土风力发电塔架的受力分析[J].武汉理工大学学报,2010,32(9):175-177 Liu Xiang,Wang Min,Li Jian.The Force Analysis of Concretefilled Steel Tube of Lattice Wind Tower Turbine[J].Journal of Wuhan University of Technology,2010,32(9):175-177
    [19]韩中周.钢管混凝土格构式三肢柱风力发电机塔架受力性能研究[D].内蒙古科技大学,2011 Han Zhongzhou.Steel pipe concretes trellis type three extremity column wind-driven generator tower stress performance research[D]. Inner Mongolia University of Science and Technology,2011
    [20]耿山山.钢管混凝土格构式四肢柱风力发电机塔架受力性能研究[D].内蒙古科技大学,2011 Geng Shanshan.Force performance study of wind power tower of steel tube concrete lattice frame limbs column[D].Inner Mongolia University of Science and Technology,2011
    [21]Bazeos N,Hatzigeorgiou G.D,Hondras I.D.Karamaneas H,Karabalis D.L.and Beskos D.E.Static,seismic and stability analyses of a prototype wind turbine steel tower[J].Engineering structures,2002,24(8 ):1015-1025
    [22]Lavassas I,Nikolaidis G,Zervas P,EfthimiouE,Doudoumis I. N and Baniotopoulos C.C.Analysis and design of the prototype of a steel 1-MW wind turbine tower[J].Engineering Structures,2003: 25(8):1097-1106
    [23]Ahlstrom A.Aeroelastic simulation of wind turbine dynamics[D]. Royal Institute of Technology,Sweden,2005
    [24]Witoher D.Seismic analysis of wind turbines in the time domain[J]. Wind Energy,2005:81-91
    [25]Reinhard Harle,Gideon P.A.G.Van Zijl.Structural stability of concrete wind turbines and solar chimney towers exposed to dynamic wind action[J].]ournal of Wind Engineering and Industrial Aerodynamics,2007:1079-1096
    [26]IEC61400-1.Wind turbines,part 1:design requirements[S]. International Electrotechnical Commission,2003
    [27]GL wind,Guideline for the certification of wind turbines[S]. Germanischer Lloyd windenergie Gmbh,2003
    [28]石原孟.风力发电设备支持物构造设计指针及解说[S].日本土木学会,2010 Ishihara Takeshi.Guidelines for design of wind turbine support structures and foundations[S].Japan Society of Civil Engineers,2010
    [29]Nestor A.Agbayani.the Lack of US structural design guidelines for wind farm towers:basic code compliance issues at the high-tech frontier[C].Structures Congress,ASCE,2010:2672-26

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心