副井井筒装备梁加工图_第1页
副井井筒装备梁加工图_第2页
副井井筒装备梁加工图_第3页
副井井筒装备梁加工图_第4页
副井井筒装备梁加工图_第5页
已阅读5页，还剩15页未读， 继续免费阅读

下载本文档

版权说明：本文档由用户提供并上传，收益归属内容提供方，若内容存在侵权，请进行举报或认领

文档简介

1、副井井筒装备梁加工图2012.4.7 标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数6101403720002000124037200020003西10445444943东104459449442560143811226061403720002000224037200020003西10445444943东104463449442560143811226021403720002000324037200020003西10445444943东10445444944256014381122标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数5981403720002000

2、424037200020003西10445444943东104454449442560143811225941403720002000524037200020003西10445444943东104454449442560143811225901403720002000624037200020003西10445444943东10445444944256014381122注：1#、2#梁和梯子大梁确定A为东，B为西；平衡锤梁确定A为北，B为南； 标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数5861403720002000724037200020003西10445444943东1

3、04454449442560143811225821403720002000824037200020003西10445444943东104454449442560143811225781403720002000924037200020003西10449064943东10445444944256014381122标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数57414600236023001024600230023003西10449054943东1044856494445902458214257014600236023001124600230023003西10449054943

4、东1044856494445902458214256814037200020001224037200020003西10448444943东10445444944256014381122注：1#、2#梁和梯子大梁确定A为东，B为西；平衡锤梁确定A为北，B为南； 标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数56414037200020001324037200020003西10445444943东1044544494425601438112256014037230020001424037200020003西10445444943东1044544494425601438112255

5、614037220022001524037224022603西10445444943东10449064944256014381122 标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数55214037225022001624037220022003西10448064943东104414404944256014381122548140372300230011724037200021003西10448004943东1044706494425601438140054414600235022501824600230023003西10446064943东104485649444590143

6、82142注：1#、2#梁和梯子大梁确定A为东，B为西；平衡锤梁确定A为北，B为南； 标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数54014600240023981924600220023003西10449364943东1044544494445902300214253614037240023882024037240024003西10449064943东1044908494425602300112253414037213021002124037241023953西10449084943东104410084944256014381122 标高梁号设计尺寸（mm）下料尺寸A（m

7、m）下料尺寸B（mm）层数53014037230023502224037215022003西104410004943东10441000494425601675112252614037235021002324037225023003西104411004943东1044906494425601600112252214037238022902424037228022503西10449064943东104410064944256015001122注：1#、2#梁和梯子大梁确定A为东，B为西；平衡锤梁确定A为北，B为南；标高梁号设计尺寸（mm）下料尺寸（mm）差值（mm）层数51814037230023

8、102524037220023003西10448064943东104490849442560 1438112251414600230023002624600230023003西10449444943东1044794494445902300230051014600230023002724600230023003西10448444943东10448444944459023002300标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数50614037210024002824037210022003西10449064943东10449064944256014381122504140372

9、10021002924037215021503西10448444943东1044844494425602038112250014037200020003024037200020003西10445444943东10445444944256014381122注：1#、2#梁和梯子大梁确定A为东，B为西；平衡锤梁确定A为北，B为南； 标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数49614037220021003124037225024503西10449064943东1044906494425601500122549214037230022503224037250021003西10

10、449064943东1044906494425601540121148814037215022003324037225022503西10446444943东10446444944256018001500标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数48414600230023003424600230023003西10448444943东1044844494445902300230048014600230023003524600230023003西10448444943东104484449444590230023004761403722002300362403722002300

11、3西104410064943东104410064944256014381122注：1#、2#梁和梯子大梁确定A为东，B为西；平衡锤梁确定A为北，B为南； 标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数47414037210021003724037210021003西10447064943东104470649442560 1438112247014037220021503824037220023003西10448444943东1044844494425601438112246614037230020503924037215023003西10448944943东104489449

12、44256014381122标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数46214037230023004024037240023003西104410064943东10441006494425601438112245814037210021004124037210021003西10445064943东1044506494425601438112245414600230023004224600230023003西104410064943东104410064944459023002300注：1#、2#梁和梯子大梁确定A为东，B为西；平衡锤梁确定A为北，B为南；标高梁号设计尺寸（

13、mm）下料尺寸A（mm）下料尺寸B（mm）层数45014600230023004324600230023003西104410064943东10441006494445902300230044614037250023004424037235024003西10449444943东1044484494425601500150044414037230019004524037235020003西104410444943东104410444944256014381122标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数44014037230022004624037220021003西1044

14、10064943东10441006494425601438112243614037210022004724037200021003西104410064943东10441006494425601438112243214037210020504824037200020003西10448444943东10448444944256014381122注：1#、2#梁和梯子大梁确定A为东，B为西；平衡锤梁确定A为北，B为南； 标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数42814037215021504924037220021503西10448444943东10449444944256

15、01500150042414600230023005024600230023003西10448444943东1044844494445902200160042014600230023005124600230023003西10449064943东10449064944459023002300标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数41614037215021505224037215020503西10449064943东1044906494425601438112241414037205021505324037205020003西10448444943东1044844494

16、425601438112241014037200023505424037215022003西10448944943东10448944944256014381122注：1#、2#梁和梯子大梁确定A为东，B为西；平衡锤梁确定A为北，B为南； 标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数40614037200023005524037210023003西10448064943东1044806494425601438112240214037205022505624037215022503西10448064943东104480649442560143811223981403721502

17、0005724037215021503西10448444943东10448444944256014381122标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数39414600230023005824600230023003西104410064943东10441006494445902300230039014600236023005924600230023003西10448444943东1044844494445902300230038614037205022006024037195023003西10448444943东10448444944256014381122注：1#、2#

18、梁和梯子大梁确定A为东，B为西；平衡锤梁确定A为北，B为南； 标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数38414037220022006124037210022003西10449064943东1044906494425601438112238014037210022006224037200022003西10449064943东1044906494425601438112237614037200020006324037210022003西10448944943东10448944944256014381122标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数3

19、7214037210020006424037210022003西10449064943东1044906494425601438112236814037220021006524037220021003西10448564943东1044906494425601438112236414600230023006624600230023003西10448564943东10448564944459023002300注：1#、2#梁和梯子大梁确定A为东，B为西；平衡锤梁确定A为北，B为南；标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数3601460023002300672460023002

20、3003西10448564943东1044856494445902300230035614037230020006824037215022003西10448944943东1044894494425601438112235414037220021506924037230021803西10448444943东10448444944256014381122标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数35014037215022507024037230023003西10448444943东10448444944256014381122346140372150200071240372

21、30021003西10448944943东1044894494425601438112234214037215021507224037230023003西10448064943东10448064944256014381122注：1#、2#梁和梯子大梁确定A为东，B为西；平衡锤梁确定A为北，B为南； 标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数33814037230024007324037225022503西10448064943东1044806494425601438112233414600230023007424600230023003西10448944943东10448

22、94494445902300230033014600230023007524600230023003西10448944943东10448944944459023002300标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数32614037220021507624037210020503西10448444943东1044844494425601438112232414037220022507724037205022003西10448444943东1044844494425601600140032014037215022507824037230022003西10449064943东1

23、0448464944256015001500注：1#、2#梁和梯子大梁确定A为东，B为西；平衡锤梁确定A为北，B为南； 标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数31614037215022507924037230023003西10449064943东1044846494425601450145031214037230022008024037235022003西10448944943东1044894494425601438112230814037230020008124037240021003西10448944943东10448944944256020381122标高梁号

24、设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数30414600230023008224600230023003西10448944943东1044894494445902300230030014600230023008324600230023003西10448444943东1044894494445902300230029614037220023008424037225020503西10449064943东10449064944256014381122注：1#、2#梁和梯子大梁确定A为东，B为西；平衡锤梁确定A为北，B为南；标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层

25、数29414037225021508524037225020503西10449064943东1044906494425601500150029014037235021008624037230020503西10448944943东1044944494425601438112228614037240020508724037230021503西10448944943东10448944944256013801620标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数28214037210022008824037225019503西10449064943东104490649442560143

26、8112227814037225020508924037230019003西10449064943东1044906494425601400140027414600230023009024600230023003西10448944943东10448944944459023002300注：1#、2#梁和梯子大梁确定A为东，B为西；平衡锤梁确定A为北，B为南； 标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数27014600230023009124600230023003西10448944943东1044894494445902300230026614037209020909224037205020503西10445444943东1044544494425601438112226414037235023009324037240022503西10449444943东10449444944256017201280标高梁号设计尺寸（mm）下料尺寸A（mm）下料尺寸B（mm）层数26014037245024509424037250023003西10449064943东10449064944256015001500256

人人文库> 全部分类> 教育资料 > 课件下载

温馨提示

  • 1. 本站所有资源如无特殊说明，都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等，如果需要附件，请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸，网页内容里面会有图纸预览，若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间，仅对用户上传内容的表现方式做保护处理，对用户上传分享的文档内容本身不做任何修改或编辑，并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容，请与我们联系，我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

最新文档

评论

0/150

提交评论