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焦炭塔结构的固有频率和振型研究
引用本文:王正,王磊,张西义,吕胜杰,任迅.焦炭塔结构的固有频率和振型研究[J].化工设备与管道,2006,43(3):30-33.
作者姓名:王正  王磊  张西义  吕胜杰  任迅
作者单位:1. 大连理工大学动力工程系,大连,116023
2. 石家庄炼油化工股份有限公司,石家庄,050053
摘    要:在传统的直立塔设备固有频率和振型的计算中,将塔设备简化为悬臂梁计算模型,但实际塔的薄壁圆筒结构与梁模型不符,为此对焦炭塔建立有限元分析模型进行模态分析,得到焦炭塔的固有频率和振型,计算分析表明,由于焦碳塔特殊的结构特点使得焦炭塔的振动特性与传统大型直立设备简化为悬臂梁计算模型所得振动特性相比有所不同,因此焦炭塔结构计算中在计及高阶振型与固有频率时,不宜简化为悬臂梁计算模型。

关 键 词:焦炭塔  固有频率  振型
文章编号:1009-3281(2006)03-0030-04
收稿时间:2005-06-29
修稿时间:2005年6月29日

Research of natural frequency and vibration model of coke drum structure
Wang Zheng,Wang Lei,Zhang Xiyi,Lv Shengjie,Ren Xun.Research of natural frequency and vibration model of coke drum structure[J].Process Equipment & Piping,2006,43(3):30-33.
Authors:Wang Zheng  Wang Lei  Zhang Xiyi  Lv Shengjie  Ren Xun
Affiliation:1. Department of Dynamics, Dalian University of Science and Technology, Dalian 116023 ; 2. Shijiazhuang Refinery and Chemical Stock Co. , Ltd, Shijiazhuang 050053
Abstract:In traditional calculation of natural frequency and vibration model of vertical columns,the column was simplified as a cantilever beam.But,the thin wall structure of the column is inconsistent with this beam model.Thus,a finite element analysis model was built for coke drum to carry out the modal analysis so as to obtain its natural frequency and vibration model. It was shown from the result of the analysis that because of the specific structure of coke drum,compared with the vibration properties of general large columns simplified as cantilever beam model,its vibration properties are different.Therefore,it is not appropriate to simplify coke drum as cantilever beam model when high order models and frequencies are concerned in vibration calculation.
Keywords:coke drum  natural frequency  vibration model
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