期刊文献+

大型磨机齿轮罩结构优化与风载分析

Structural optimization and wind load analysis of large mill gear cover
原文传递
导出
摘要 为解决大型磨机齿轮罩振颤造成的安全隐患,通过调整齿轮罩的支撑结构,改进齿轮罩罩体结构的刚度,并对改进前后齿轮罩模态进行有限元分析。结果表明,改进后的齿轮罩刚度得到了有效提高。针对特大型磨机露天使用工况,对优化后的齿轮罩进行了风载有限元分析,在烈风条件下,齿轮罩的强度和刚度满足室外露天使用要求。 In order to solve the safety hazards caused by the vibration of the large mill gear cover,the support structure of the gear cover was adjusted,and the stiffness of the gear cover structure was improved.Then,the finite element analysis of the modal of the gear cover before and after optimization was carried out.The results showed that the stiffness of the optimized gear cover had been effectively enhanced.Aiming at the open-air working condition of the extra-large mill,the wind load finite element analysis of the optimized gear cover was carried out.Under strong wind conditions,the strength and stiffness of the gear cover met the requirements of outdoor open-air use.
作者 周洁 赵魏 王春红 刘洋 ZHOU Jie;ZHAO Wei;WANG Chunhong;LIU Yang(Luoyang Mining Machinery Engineering Design Institute Co.,Ltd.,Luoyang 471039,Henan,China;State Key Laboratory of Intelligent Mining Heavy Equipment,Luoyang 471039,Henan,China)
出处 《矿山机械》 2023年第8期44-50,共7页 Mining & Processing Equipment
关键词 大型磨机 齿轮罩 模态 风载 刚度 large mill gear cover modal wind load stiffness
  • 相关文献

参考文献4

二级参考文献27

  • 1S.M.Han,H.Benaroya,T.Wei.Dynamics of transversely vibrating beams using four engineering therories[J].Journal of Sound and Vibration,1999,225(5):935-988.
  • 2P.Ruge,C.Birk.A comparison of infinite Timoshenko and Euler-Bernoulli beam models on Winkler foundation in the frequency-and time-domain[J].Journal of Sound and Vibration,2007,304(6):932-947.
  • 3L.Fr(y)ba.Dynamics of railway bridges[M].London:Thomas Telford,1996.
  • 4H.Takemiya.Simulation of track-ground vibrations due to a high-speed train:the case of X-2000 at Ledsgard[J].Journal of Sound and Vibration,2003,261(3):503-526.
  • 5L.Fr(y)ba.Vibration of solids and structures under moving loads[M].London:Thomas Telford,1999.
  • 6R.W.Clough,J.Penzien.Dynamics of structures[M].Berkeley:Computers Structures,2003.
  • 7同济大学.GB50135-2006《高耸钢结构设计规范》[s].北京:中国计划出版社,2007:29.
  • 8宋佼佼,梁清香,王孝东.风载对某传输塔影响的研究[J].太原科技大学学报,2009,30(1):77-80. 被引量:3
  • 9袁俊,吴敏哲,孟昭博,宋林.基于双层Euler-Bernoulli梁理论的浮置板轨道隔振研究[J].西安建筑科技大学学报(自然科学版),2009,41(5):683-688. 被引量:6
  • 10李建华,马力,宋发宝.雷达天线座车车架风载响应分析[J].工程与试验,2010,50(3):28-30. 被引量:3

共引文献19

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部