Structural Geometric Static Rigidity Modal Analysis of Double Column Machining Center

碩士 === 國立虎尾科技大學 === 自動化工程系碩士班 === 106 === It will have some deformation and affect the product sizes on machine center by the static force. This thesis uses CATIA to complete 3D modeling, assemble the design and analyze the data setting. Next step, using the existing Machine Center for the Static st...

Full description

Bibliographic Details
Main Authors: Yu-Hua Cheng, 鄭又華
Other Authors: 林博正
Format: Others
Language:zh-TW
Published: 2018
Online Access:http://ndltd.ncl.edu.tw/handle/p5w2ay
id ndltd-TW-106NYPI5146002
record_format oai_dc
spelling ndltd-TW-106NYPI51460022019-09-21T03:32:45Z http://ndltd.ncl.edu.tw/handle/p5w2ay Structural Geometric Static Rigidity Modal Analysis of Double Column Machining Center 龍門工具機結構之靜態剛性分析 Yu-Hua Cheng 鄭又華 碩士 國立虎尾科技大學 自動化工程系碩士班 106 It will have some deformation and affect the product sizes on machine center by the static force. This thesis uses CATIA to complete 3D modeling, assemble the design and analyze the data setting. Next step, using the existing Machine Center for the Static stiffness analysis, resulting in an increase in the static rigidity. This thesis utilizes the Functional Principle Method to calculate the Movement Calculation and Power Calculation of the head on the beam’s horizontal movement, vertical up-or-down movement. It turns out that we set the acceleration as 0.1g can meet this machine’s conditions. However, this paper utilizes 0.5g as the conditions of the acceleration. By reinforcing the head, the beam, and the all junctions of the structure. This paper found that the deformation reduced from 90µm to 59µm, and the rigidity increased about 25%. Next, this thesis reduced the deformation of beam by Counterweight. In the end, this thesis got the outcome that the final deformation reduced to about 33μm, and the static stiffness increased to about 63%. 林博正 2018 學位論文 ; thesis 59 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立虎尾科技大學 === 自動化工程系碩士班 === 106 === It will have some deformation and affect the product sizes on machine center by the static force. This thesis uses CATIA to complete 3D modeling, assemble the design and analyze the data setting. Next step, using the existing Machine Center for the Static stiffness analysis, resulting in an increase in the static rigidity. This thesis utilizes the Functional Principle Method to calculate the Movement Calculation and Power Calculation of the head on the beam’s horizontal movement, vertical up-or-down movement. It turns out that we set the acceleration as 0.1g can meet this machine’s conditions. However, this paper utilizes 0.5g as the conditions of the acceleration. By reinforcing the head, the beam, and the all junctions of the structure. This paper found that the deformation reduced from 90µm to 59µm, and the rigidity increased about 25%. Next, this thesis reduced the deformation of beam by Counterweight. In the end, this thesis got the outcome that the final deformation reduced to about 33μm, and the static stiffness increased to about 63%.
author2 林博正
author_facet 林博正
Yu-Hua Cheng
鄭又華
author Yu-Hua Cheng
鄭又華
spellingShingle Yu-Hua Cheng
鄭又華
Structural Geometric Static Rigidity Modal Analysis of Double Column Machining Center
author_sort Yu-Hua Cheng
title Structural Geometric Static Rigidity Modal Analysis of Double Column Machining Center
title_short Structural Geometric Static Rigidity Modal Analysis of Double Column Machining Center
title_full Structural Geometric Static Rigidity Modal Analysis of Double Column Machining Center
title_fullStr Structural Geometric Static Rigidity Modal Analysis of Double Column Machining Center
title_full_unstemmed Structural Geometric Static Rigidity Modal Analysis of Double Column Machining Center
title_sort structural geometric static rigidity modal analysis of double column machining center
publishDate 2018
url http://ndltd.ncl.edu.tw/handle/p5w2ay
work_keys_str_mv AT yuhuacheng structuralgeometricstaticrigiditymodalanalysisofdoublecolumnmachiningcenter
AT zhèngyòuhuá structuralgeometricstaticrigiditymodalanalysisofdoublecolumnmachiningcenter
AT yuhuacheng lóngméngōngjùjījiégòuzhījìngtàigāngxìngfēnxī
AT zhèngyòuhuá lóngméngōngjùjījiégòuzhījìngtàigāngxìngfēnxī
_version_ 1719253642223026176