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大型冷却塔结构抗风研究综述与展望

Review and Prospect of Wind Resistance Researches on Large Cooling Towers

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【作者】 柯世堂侯宪安姚友成赵林葛耀君

【Author】 Ke Shitang Hou Xian’an Yao Youcheng,etc. (1.Department of Civil Engineering,Nanjing University of Aeronautics and Astronautics,210016, China;2.Northwest Electric Power Design Institute of China Power Engineering Consulting Group, XiAn 710075,China;3.State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University,Shanghai 200092,China)

【机构】 南京航空航天大学土木工程系中国电力工程顾问集团西北电力设计院同济大学土木工程防灾国家重点实验室

【摘要】 大型冷却塔是典型的风敏感结构,其抗风安全性直接关系到国家电力系统运行的可靠性。本文介绍了国内外大型冷却塔的建设现状,综述了大型冷却塔风洞试验、表面风荷载、风振响应、等效静力风荷载和风致振动控制等几个方面的研究进展;在此基础上并结合国外主要冷却塔设计规范指出我国大型冷却塔抗风设计相关规范条款的不足,建议需要进一步研究的若干新问题。从而可为在建或拟建的火(核)电超大型冷却塔工程提供一定的理论基础和设计指导,同时为超大型冷却塔的风致振动控制设计与实现提供重要的参考。

【Abstract】 Large cooling towers are typical wind sensitive structures,and the wind resistance safety directly determines the reliability of national electric power system.The status quo of development for large cooling towers are introduced in the paper,and the researches advances of wind tunnel tests,surface wind loads,wind induced responses, equivalent static wind loads and vibration control are summarized;on this basis the shortages for the standards of designing large cooling towers in our country are pointed out according with foreign relative design specification,and the new problems on wind resistance researches are proposed.The conclusions may supply the theory basis and designing guide for large cooling towers in China,meanwhile provide the important references of the design of wind induced vibration control system.

【基金】 国家自然科学基金(51208254);江苏省自然科学基金(BK2012390);南京航空航天大学基本科研业务费(NN2012024、56YAH12010)联合资助
  • 【文献出处】 特种结构 ,Special Structures , 编辑部邮箱 ,2012年06期
  • 【分类号】TU347;TU352.2
  • 【被引频次】6
  • 【下载频次】325
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