位置度评价

huangyhg

位置度评价
为什么三座标在评价位置度时会有很大的误差?
凡事感激,超越平庸!
你说得太笼统，cmm在评价位置度时应该是很有优势的。你应该检查一下程序、评价的过程及基准的选择等。如果有可能，阐述的具体点。
谢谢you的支持!
因测量机的电脑不能上网,我无法把它贴上来,若复制效果不太理想,我不晓得还有什么办法把它展示出来,以请大家帮我解决此问题.
我有发邮件把程序及图纸给海克斯康,目前还没有回复!
不客气！
你可以用抓图的方法把程序和图形抓下来，或者复制也可以，也可以把程序转换成文本文件（导到word中）再贴上来，我们的测量机电脑都没有上网。
用抓图是否只能是当前窗口的程序?
我们公司目前这台电脑没有装office及其它任何软件.
我再去试试!
谢谢you!
you:你好!
我把程序复制过来了,请你看看哪里有问题!
在评价位置度的时候,误差有大得惊人!
以下为一个简单的零件程序:
零件名：20041105
修订号：
序号：
统计计数：1
启动 =建坐标系/开始,回调:, list= 是
建坐标系/终止
模式/手动
飞行/开,3
加载测头/qs20041104
测尖/t1a90b0, 柱测尖 ijk=0, 1, 0, 角度=180
工作平面/y 负
格式/文本,选项,标题,符号,标准差;公差,测定值,偏差,超差,最大最小值,偏差角度,标称值
平面a =特征/平面，直角,triangle
理论值/293.9632,482.9428,-594.7802,-0.0490568,0.9987958,-0.000666
实际值/293.9626,482.9409,-594.7794,-0.0490516,0.9987961,-0.0006001
测定/平面,5
触测/基本,常规,314.4298,483.9532,-581.4429,-0.0490568,0.9987958,-0.000666,314.4295,483.9499,-581.442,使用理论值 = 是
触测/基本,常规,314.428,483.9346,-618.6041,-0.0490568,0.9987958,-0.000666,314.427,483.9346,-618.6032,使用理论值 = 是
触测/基本,常规,268.0624,481.6526,-618.6032,-0.0490568,0.9987958,-0.000666,268.0616,481.6517,-618.6029,使用理论值 = 是
触测/基本,常规,276.1706,482.0796,-581.6895,-0.0490568,0.9987958,-0.000666,276.1702,482.0779,-581.6887,使用理论值 = 是
触测/基本,常规,296.725,483.0942,-573.5614,-0.0490568,0.9987958,-0.000666,296.7247,483.0903,-573.5603,使用理论值 = 是
终止测量/
圆d =特征/圆，直角,内,最小二乘方
理论值/292.6705,480.0668,-604.3038,0,1,0,8.8164
实际值/292.6705,480.0668,-604.3038,0,1,0,8.8164
测定/圆,4,工作平面
触测/基本,常规,294.366,480.065,-600.2405,-0.3850778,0,-0.9228841,294.366,480.065,-600.2405,使用理论值 = 是
触测/基本,常规,294.3657,480.0667,-608.365,-0.3851932,0,0.9228359,294.3657,480.0667,-608.365,使用理论值 = 是
触测/基本,常规,297.0379,480.0676,-604.9651,-0.9887306,0,0.1497057,297.0379,480.0676,-604.9651,使用理论值 = 是
触测/基本,常规,288.3083,480.0677,-604.9653,0.9886978,0,0.149922,288.3083,480.0677,-604.9653,使用理论值 = 是
终止测量/
测尖/t1a0b0, 柱测尖 ijk=0, 0, 1, 角度=0
工作平面/z 正
平面1 =特征/平面，直角,triangle
理论值/300.333,456.7767,-577.9188,-0.016977,0.001101,0.9998553
实际值/300.333,456.7767,-577.9188,-0.016977,0.001101,0.9998553
测定/平面,4
触测/基本,常规,300.8763,439.215,-577.8896,-0.016977,0.001101,0.9998553,300.8763,439.215,-577.8896,使用理论值 = 是
触测/基本,常规,300.8731,451.4664,-577.9044,-0.016977,0.001101,0.9998553,300.8731,451.4664,-577.9044,使用理论值 = 是
触测/基本,常规,299.7913,465.0463,-577.9383,-0.016977,0.001101,0.9998553,299.7913,465.0463,-577.9383,使用理论值 = 是
触测/基本,常规,299.7912,471.379,-577.9429,-0.016977,0.001101,0.9998553,299.7912,471.379,-577.9429,使用理论值 = 是
终止测量/
平面2 =特征/平面，直角,triangle
理论值/287.3031,454.7205,-577.8839,0.0045007,0.0018651,0.9999881
实际值/287.3031,454.7205,-577.8839,0.0045007,0.0018651,0.9999881
测定/平面,4
触测/基本,常规,287.8123,471.9598,-577.9181,0.0045007,0.0018651,0.9999881,287.8123,471.9598,-577.9181,使用理论值 = 是
触测/基本,常规,286.6688,459.5459,-577.8906,0.0045007,0.0018651,0.9999881,286.6688,459.5459,-577.8906,使用理论值 = 是
触测/基本,常规,286.6671,448.4386,-577.8687,0.0045007,0.0018651,0.9999881,286.6671,448.4386,-577.8687,使用理论值 = 是
触测/基本,常规,288.0642,438.9379,-577.858,0.0045007,0.0018651,0.9999881,288.0642,438.9379,-577.858,使用理论值 = 是
终止测量/
平面e =特征/平面，直角,triangle
理论值/293.818,455.7486,-577.9013,-0.0062385,0.0014831,0.9999794
实际值/293.818,455.7486,-577.9013,-0.0062385,0.0014831,0.9999794
构造/平面,中间,平面1,平面2
a2 =建坐标系/开始,回调:启动, list= 是
建坐标系/找平,z 正,平面e
建坐标系/旋转,y 负,至,平面a,关于,x 正
建坐标系/平移,x 轴,圆d
建坐标系/平移,y 轴,圆d
建坐标系/平移,z 轴,圆d
建坐标系/终止
原点 =特征/点，直角
理论值/-0.1375,-2.7995,0,-0.0490508,-0.9987963,0
实际值/-0.1375,-2.7995,0.0002,-0.0490508,-0.9987963,0.0000659
构造/点,射影,圆d,平面a
a3 =建坐标系/开始,回调:a2, list= 是
建坐标系/平移,x 轴,原点
建坐标系/平移,y 轴,原点
建坐标系/平移,z 轴,原点
建坐标系/终止
注释/运算符,否,以下为精建坐标系！
模式/dcc
测尖/t1a90b0, 柱测尖 ijk=0, -1, -0.0004, 角度=0.3574
工作平面/y 负
移动/点,常规,37.9506,-58.4959,-199.3451
移动/点,常规,36.9172,-58.5555,-35.3787
移动/点,常规,26.5544,-58.556,-35.4434
移动/点,常规,23.5944,-10.2873,-17.0725
平面aa =特征/平面，直角,triangle
理论值/-0.4895,0.02,-6.6437,-0.0488566,-0.9988057,-0.0003455
实际值/-0.4908,0.0206,-6.644,-0.0488691,-0.9988052,-0.0002348
测定/平面,5
触测/基本,常规,25.3709,-1.2521,11.4319,-0.0488566,-0.9988057,-0.0003455,25.3699,-1.2496,11.431,使用理论值 = 是
触测/基本,常规,25.5383,-1.2496,-14.8354,-0.0488566,-0.9988057,-0.0003455,25.5372,-1.2506,-14.8365,使用理论值 = 是
触测/基本,常规,-0.1489,0.0105,-26.4757,-0.0488566,-0.9988057,-0.0003455,-0.1509,0.0093,-26.4747,使用理论值 = 是
触测/基本,常规,-25.5043,1.2456,-15.7191,-0.0488566,-0.9988057,-0.0003455,-25.5056,1.2454,-15.7194,使用理论值 = 是
触测/基本,常规,-27.7037,1.3455,12.3799,-0.0488566,-0.9988057,-0.0003455,-27.7045,1.3485,12.3794,使用理论值 = 是
终止测量/
移动/点,常规,-27.7503,-44.2474,12.3637
移动/点,常规,-5.9908,-44.2458,12.4994
移动/点,常规,0.6261,-38.2385,-0.1074
移动/点,常规,0.6256,2.9491,-0.0939
圆dd =特征/圆，直角,内,最小二乘方
理论值/0.1442,2.9469,0.0022,0,-1,0,8.7951
实际值/0.1496,2.9478,0.0023,0,-1,0,8.7964
测定/圆,4,工作平面
触测/基本,常规,0.7388,2.9461,4.3386,-0.1358542,0,-0.9907288,0.7356,2.9472,4.3395,使用理论值 = 是
触测/基本,常规,0.7943,2.9479,-4.3405,-0.148052,0,0.9889796,0.7906,2.9496,-4.342,使用理论值 = 是
触测/基本,常规,3.9148,2.9467,2.2955,-0.8543752,0,-0.5196566,3.9207,2.9472,2.2975,使用理论值 = 是
触测/基本,常规,-3.6495,2.9469,2.2484,0.8604805,0,-0.5094833,-3.6485,2.9472,2.2436,使用理论值 = 是
终止测量/
移动/点,常规,-0.1106,2.9469,1.7581
移动/点,常规,-0.1111,-104.0692,1.7203
移动/点,常规,1.8904,-103.941,-317.5414
测尖/t1a0b0, 柱测尖 ijk=0.0062, 0.0004, -1, 角度=179.9996
工作平面/z 正
移动/点,常规,1.1767,-231.472,-190.6499
移动/点,常规,1.1754,0.3625,-190.5672
移动/点,常规,0.3247,11.9901,-52.7595
移动/点,常规,0.1988,11.9815,-32.7942
移动/点,常规,-4.8041,11.9821,-32.8262
平面3 =特征/平面，直角,triangle
理论值/-5.8203,27.8096,-27.287,0.9895586,-0.0001993,-0.1441307
实际值/-5.3868,27.8099,-28.2571,0.5604719,0.0009164,0.8281729
测定/平面,4
触测/基本,常规,-5.8207,11.9802,-27.2671,0.9895586,-0.0001993,-0.1441307,-5.3912,11.98,-28.2368,使用理论值 = 是
移动/圆弧
触测/基本,常规,-5.8198,24.7694,-27.2822,0.9895586,-0.0001993,-0.1441307,-5.3912,24.77,-28.2516,使用理论值 = 是
移动/圆弧
触测/基本,常规,-5.8204,31.5183,-27.2905,0.9895586,-0.0001993,-0.1441307,-5.385,31.5186,-28.2605,使用理论值 = 是
移动/圆弧
触测/基本,常规,-5.8203,42.9705,-27.3081,0.9895586,-0.0001993,-0.1441307,-5.3798,42.9711,-28.2793,使用理论值 = 是
终止测量/
移动/点,常规,9.5043,42.9796,-44.2974
平面4 =特征/平面，直角,triangle
理论值/8.7257,26.0181,-26.3236,-0.0052879,-0.0008156,-0.9999857
实际值/8.7242,26.0167,-26.3268,-0.0048245,-0.0009205,-0.9999879
测定/平面,4
触测/基本,常规,9.4034,42.9723,-26.3414,-0.0052879,-0.0008156,-0.9999857,9.4022,42.971,-26.3461,使用理论值 = 是
触测/基本,常规,9.4019,32.8923,-26.3324,-0.0052879,-0.0008156,-0.9999857,9.4002,32.8908,-26.3358,使用理论值 = 是
移动/点,常规,6.4634,32.8952,-34.4604
移动/点,常规,6.4642,17.7295,-34.4656
触测/基本,常规,8.0496,17.7295,-26.3127,-0.0052879,-0.0008156,-0.9999857,8.0483,17.7279,-26.3152,使用理论值 = 是
触测/基本,常规,8.0478,10.4784,-26.3079,-0.0052879,-0.0008156,-0.9999857,8.0462,10.477,-26.3099,使用理论值 = 是
终止测量/
移动/点,常规,8.0674,10.4817,-31.0517
移动/点,常规,1.0241,10.4833,-31.0947
移动/点,常规,2.0021,10.5504,-188.6357
平面ee =特征/平面，直角,triangle
理论值/1.4527,26.9139,-26.8053,0.652165,-0.0006724,-0.7580767
实际值/1.6687,26.9133,-27.2919,0.9553689,-0.000007,-0.2954153
构造/平面,中间,平面3,平面4
a4 =建坐标系/开始,回调:a3, list= 是
建坐标系/找平,z 正,平面ee
建坐标系/旋转,y 负,至,平面aa,关于,x 正
建坐标系/平移,x 轴,圆dd
建坐标系/平移,y 轴,圆dd
建坐标系/平移,z 轴,圆dd
建坐标系/终止
原点2 =特征/点，直角
理论值/-0.109,-2.9547,0,-0.0368674,-0.9993202,0
实际值/-0.0434,-2.9562,0,-0.0146835,-0.9998922,0
构造/点,射影,圆dd,平面aa
a5 =建坐标系/开始,回调:a4, list= 是
建坐标系/平移,x 轴,原点2
建坐标系/平移,y 轴,原点2
建坐标系/平移,z 轴,原点2
建坐标系/终止
测尖/t1a90b0, 柱测尖 ijk=-0.0008, -0.9995, -0.0319, 角度=-40.349
工作平面/y 负
移动/点,常规,-203.826,-86.8702,-243.8982
移动/点,常规,-9.083,-94.3495,-14.7611
移动/点,常规,0.6514,-45.4225,-1.7807
移动/点,常规,0.6894,2.1554,-0.2619
柱体d =特征/柱体，直角,内,最小二乘方
理论值/0.1278,3.1658,-0.0105,0.0446722,0.9989764,0.0071129,8.5,2.3728
实际值/0.0523,3.1661,-0.0066,0.0093598,0.999912,0.0094021,8.778,2.1875
测定/柱体,8
触测/基本,常规,-2.1005,2.2709,-3.8233,0.4973333,-0.0284136,0.8670942,-2.097,2.2577,-3.8371,使用理论值 = 是
触测/基本,常规,3.4861,2.043,2.7532,-0.7747078,0.039137,-0.6311071,3.4604,2.0721,2.722,使用理论值 = 是
触测/基本,常规,3.5249,2.1873,-2.7362,-0.7836282,0.0306244,0.6204749,3.5142,2.2193,-2.7207,使用理论值 = 是
触测/基本,常规,-3.1548,2.104,2.9432,0.7366708,-0.0281316,-0.6756662,-3.1784,2.0745,2.976,使用理论值 = 是
移动/点,常规,1.4004,2.1789,-0.9731
移动/点,常规,1.4005,4.2053,-0.909
触测/基本,常规,3.6076,4.2173,-2.7472,-0.7800961,0.0304348,0.624919,3.5417,4.2523,-2.6697,使用理论值 = 是
触测/基本,常规,-3.0831,4.1334,2.9385,0.7408138,-0.0283493,-0.6711119,-3.1324,4.1044,3.0114,使用理论值 = 是
触测/基本,常规,-3.2809,4.2851,-2.7386,0.7831289,-0.0394388,0.6206075,-3.3211,4.2601,-2.7936,使用理论值 = 是
触测/基本,常规,2.3131,4.0572,3.8467,-0.4856306,0.0279375,-0.8737176,2.3067,4.0728,3.7739,使用理论值 = 是
终止测量/
移动/点,常规,-0.6903,4.1786,0.0088
移动/点,常规,-0.7318,-48.5051,-1.6726
移动/点,常规,-0.5344,-1.4534,-0.3065
圆12.0 =特征/圆，直角,内,最小二乘方
理论值/-0.1933,-0.506,0.165,0.0009735,-0.9999995,0.0000011,12.3279
实际值/-0.0466,-0.5057,0.1316,0,-1,0,12.3399
测定/圆,4,工作平面
触测/基本,常规,3.8127,-0.6343,4.8321,-0.6513058,-0.0006349,-0.7588151,3.8493,-0.6366,4.9076,使用理论值 = 是
触测/基本,常规,-4.1519,-0.3859,-4.54,0.6437866,0.0006276,0.7652048,-4.1367,-0.3827,-4.4777,使用理论值 = 是
触测/基本,常规,4.2228,-0.3937,-4.1558,-0.7147889,-0.000695,0.6993399,4.3004,-0.3911,-4.2567,使用理论值 = 是
触测/基本,常规,-5.1731,-0.6105,3.8216,0.8060404,0.000784,-0.59186,-5.0671,-0.6121,3.7304,使用理论值 = 是
终止测量/
移动/点,常规,1.0724,-0.4616,-1.3899
移动/点,常规,1.0542,-21.1173,-2.0475
移动/点,常规,-27.1958,-20.0324,-35.2954
移动/点,常规,-33.84,1.1238,-42.4657
移动/点,常规,-58.0037,1.1229,-41.9581
移动/点,常规,-57.0585,1.063,3.1323
移动/点,常规,-37.7674,1.3524,2.7276
移动/点,常规,-49.9187,-0.012,32.9817
移动/点,常规,-13.1952,-0.7194,47.702
移动/点,常规,-8.6402,-0.2072,36.3636
柱体f =特征/柱体，直角,外,最小二乘方
理论值/0.0262,2.0986,0.0099,0.0206159,0.9997803,0.0037854,67.0395,4.4405
实际值/0.015,1.9815,0.0061,0.0176915,0.9998426,-0.0013312,67.034,4.5011
测定/柱体,10
触测/基本,常规,-7.3449,-0.0939,32.7073,-0.2185613,0.0008121,0.9758229,-7.3462,-0.0956,32.7174,使用理论值 = 是
移动/点,常规,-9.6957,-0.3252,38.99
移动/点,常规,-38.7349,0.2346,27.3469
移动/圆弧
触测/基本,常规,-31.533,0.8882,11.4033,-0.940234,0.0181005,0.3400475,-31.5323,0.8921,11.4024,使用理论值 = 是
移动/点,常规,-35.9298,0.5493,20.3628
移动/点,常规,-54.5718,0.9081,12.8865
移动/点,常规,-42.5396,2.2599,-17.0707
移动/点,常规,-33.5533,1.2192,-13.5054
移动/圆弧
触测/基本,常规,-31.0911,1.1371,-12.5168,-0.9273814,0.0205373,-0.3735532,-31.0925,1.1429,-12.5198,使用理论值 = 是
移动/点,常规,-42.8229,1.397,-17.2217
移动/点,常规,-24.0935,2.8095,-48.6705
移动/点,常规,2.4868,1.3321,-38.058
移动/圆弧
触测/基本,常规,1.0216,1.1743,-33.4926,0.0303355,0.0031589,-0.9995348,1.0213,1.1767,-33.4927,使用理论值 = 是
移动/点,常规,5.2456,1.646,-44.9269
移动/点,常规,23.7537,1.2894,-37.503
移动/圆弧
触测/基本,常规,19.3992,-0.0742,-27.3276,0.5790398,-0.0088533,-0.8152512,19.3961,-0.0741,-27.3203,使用理论值 = 是
移动/点,常规,25.5927,0.5289,-42.1307
移动/点,常规,25.5974,5.4507,-41.9057
移动/点,常规,20.649,3.309,-29.6607
移动/圆弧
触测/基本,常规,19.4574,3.2656,-27.3195,0.5787647,-0.0088469,-0.8154466,19.4566,3.2661,-27.3167,使用理论值 = 是
移动/点,常规,24.5175,3.7411,-39.2931
移动/点,常规,5.3945,4.0962,-46.6612
移动/圆弧
触测/基本,常规,0.494,3.5447,-33.502,0.0131389,0.0035149,-0.9999075,0.4936,3.5484,-33.5056,使用理论值 = 是
移动/点,常规,4.0391,3.9446,-43.2846
移动/点,常规,-21.2281,4.4005,-52.7375
移动/点,常规,-35.3936,2.8091,-17.467
移动/圆弧
触测/基本,常规,-29.8596,4.1179,-15.092,-0.8924468,0.0201091,-0.4507043,-29.8699,4.1236,-15.0987,使用理论值 = 是
移动/点,常规,-42.8407,4.4015,-20.3891
移动/点,常规,-53.3424,3.2213,5.7589
移动/点,常规,-32.8119,4.3708,14.0551
移动/圆弧
触测/基本,常规,-30.2672,4.2886,14.2916,-0.9046396,0.0170417,0.4258366,-30.2779,4.2939,14.2949,使用理论值 = 是
移动/点,常规,-37.2401,4.4532,12.2805
移动/点,常规,-42.3572,3.8787,25.0225
移动/点,常规,-21.2776,3.4728,33.4703
移动/圆弧
触测/基本,常规,-18.7428,4.6013,27.7552,-0.5613432,0.0084419,0.8275401,-18.735,4.601,27.7425,使用理论值 = 是
终止测量/
移动/点,常规,-26.4189,3.8253,46.3138
移动/点,常规,-379.5971,10.6628,-95.228
测尖/t1a90b-90, 柱测尖 ijk=0.7621, 0.02, -0.6471, 角度=91.4234
工作平面/x 负
移动/点,常规,-335.8734,-111.5225,-210.0509
移动/点,常规,-335.7515,2.3318,-204.8655
移动/点,常规,-30.5422,-3.6001,-82.5641
移动/点,常规,-30.4901,44.7719,-80.3633
移动/点,常规,24.3706,43.7001,-58.3729
移动/点,常规,6.5659,41.6999,-14.0412
移动/点,常规,5.3271,43.267,-10.8728
柱体c =特征/柱体，直角,内,最小二乘方
理论值/4.0606,35.5484,-8.4015,-0.3728649,0.0035,0.927879,35.053,7.6626
实际值/3.2516,35.5759,-8.6985,-0.2754876,0.0000701,0.9613046,35.0886,9.8665
测定/柱体,8
触测/基本,常规,5.3087,53.0652,-10.4667,-0.0218433,-0.9997489,-0.0050065,5.3697,53.0407,-10.446,使用理论值 = 是
触测/基本,常规,20.5162,41.2188,-4.8638,-0.8782642,-0.3239682,-0.3517053,19.7585,40.9004,-5.2719,使用理论值 = 是
移动/点,常规,5.5428,41.1517,-10.8815
触测/基本,常规,5.5015,18.0026,-11.8854,-0.000706,0.9999915,-0.0040557,5.5743,18.0779,-11.8689,使用理论值 = 是
移动/点,常规,5.533,31.8696,-11.304
触测/基本,常规,-10.6643,31.9468,-17.7846,0.9084898,0.2047707,0.364301,-11.9017,31.6612,-18.1726,使用理论值 = 是
移动/点,常规,0.4954,31.9622,-13.3235
移动/点,常规,-1.8009,31.7059,-7.605
触测/基本,常规,-2.1337,18.9998,-8.2605,0.3030378,0.9456189,0.1182077,-2.1592,18.8256,-8.2424,使用理论值 = 是
移动/点,常规,-1.7985,33.6713,-7.5174
触测/基本,常规,-13.2528,33.7593,-12.0965,0.9231187,0.1026332,0.3705648,-13.846,33.6956,-12.2235,使用理论值 = 是
移动/点,常规,-0.7887,33.6506,-7.1127
触测/基本,常规,-1.026,52.6197,-6.3808,0.208875,-0.9740101,0.0876097,-1.0372,52.7606,-6.3589,使用理论值 = 是
移动/点,常规,-0.779,42.474,-6.7104
触测/基本,常规,17.7164,42.5512,0.7185,-0.8513916,-0.3988829,-0.3406241,17.3716,42.3629,0.4793,使用理论值 = 是
终止测量/
移动/点,常规,1.5243,42.4348,-5.7877
移动/点,常规,8.3347,43.1991,-22.7452
移动/点,常规,-8.9077,43.5313,-29.6544
移动/点,常规,-8.9079,43.5312,-29.6545
平面b =特征/平面，直角,triangle
理论值/-5.4561,38.0349,-16.4473,0.3761072,0.0049255,-0.9265631
实际值/-5.724,38.0253,-15.5917,0.3074968,0.0080314,-0.9515152
测定/平面,5
触测/基本,常规,-13.0433,43.0964,-19.4701,0.3761072,0.0049255,-0.9265631,-13.5586,43.0844,-18.0045,使用理论值 = 是
触测/基本,常规,-13.2849,24.8947,-19.7036,0.3761072,0.0049255,-0.9265631,-13.7553,24.8816,-18.3478,使用理论值 = 是
移动/点,常规,10.1897,28.8773,-23.7774
移动/点,常规,10.1762,16.3265,-24.3491
触测/基本,常规,5.2804,15.8257,-12.2066,0.3761072,0.0049255,-0.9265631,5.35,15.8197,-12.1823,使用理论值 = 是
移动/点,常规,14.2173,16.7833,-34.4109
移动/点,常规,14.2556,52.8839,-32.7639
移动/点,常规,8.8589,57.0833,-19.0942
触测/基本,常规,5.853,56.7925,-11.7566,0.3761072,0.0049255,-0.9265631,5.9062,56.7883,-11.6917,使用理论值 = 是
移动/点,常规,10.3995,57.2531,-22.9305
触测/基本,常规,-12.086,49.5651,-19.0996,0.3761072,0.0049255,-0.9265631,-12.5622,49.5525,-17.7323,使用理论值 = 是
终止测量/
移动/点,常规,10.06,52.0222,-74.1141
移动/点,常规,-238.7613,56.8456,-173.828
测尖/t1a90b90, 柱测尖 ijk=-0.9998, 0, 0.021, 角度=-90.0807
工作平面/x 正
移动/点,常规,-281.2646,52.0577,-68.6448
移动/点,常规,-34.8857,47.2938,30.0963
移动/点,常规,-28.0937,43.2792,12.9528
平面b对边 =特征/平面，直角,triangle
理论值/-12.8582,36.9737,9.4855,-0.3736048,-0.0000192,0.927588
实际值/-13.1979,36.9777,10.1289,-0.303937,-0.0025016,0.9526889
测定/平面,5
触测/基本,常规,-24.7995,43.5912,4.6481,-0.3736048,-0.0000192,0.927588,-25.5054,43.5971,6.2013,使用理论值 = 是
触测/基本,常规,-25.1189,24.3705,4.5649,-0.3736048,-0.0000192,0.927588,-25.8129,24.3744,6.0868,使用理论值 = 是
移动/点,常规,-34.0129,23.4363,26.7661
移动/点,常规,-11.1955,17.133,33.2264
移动/点,常规,0.0198,17.3996,27.2076
触测/基本,常规,4.3414,17.8492,16.4035,-0.3736048,-0.0000192,0.927588,4.5331,17.8523,15.7268,使用理论值 = 是
移动/点,常规,-5.2092,16.8116,40.225
移动/点,常规,-5.1738,48.0094,41.6417
移动/点,常规,2.5281,51.7173,22.6033
触测/基本,常规,4.8748,51.9463,16.6368,-0.3736048,-0.0000192,0.927588,5.0515,51.9502,15.9987,使用理论值 = 是
移动/点,常规,-3.2923,51.0618,37.0934
移动/点,常规,-27.9179,52.0302,16.3254
移动/点,常规,-26.6589,46.8236,12.931
触测/基本,常规,-23.5886,47.1112,5.1743,-0.3736048,-0.0000192,0.927588,-24.2556,47.1144,6.6307,使用理论值 = 是
终止测量/
移动/点,常规,-50.936,44.1007,73.3769
移动/点,常规,-296.0193,48.8374,-24.8495
测尖/t1a0b0, 柱测尖 ijk=-0.6474, 0.0248, -0.7617, 角度=178.8514
工作平面/z 正
移动/点,常规,-144.1441,50.1576,-61.9982
移动/点,常规,-58.9672,48.343,-24.3179
移动/点,常规,-58.9784,37.2396,-24.8238
移动/点,常规,-21.876,36.5252,-9.9553
移动/点,常规,-21.8713,41.0094,-9.7509
柱体槽1 =特征/柱体，直角,内,最小二乘方
理论值/-20.5584,41.0217,-8.546,0.9252284,-0.020836,0.378838,10.036,3.4668
实际值/-21.2287,40.9491,-6.8952,0.9509124,-0.0132949,0.3091744,10.0503,3.9523
测定/柱体,6
触测/基本,常规,-20.2602,41.1463,-13.843,-0.3792013,-0.0176279,0.9251463,-21.0494,41.135,-12.114,使用理论值 = 是
触测/基本,常规,-21.8732,46.0519,-9.6018,-0.0553495,-0.9952213,0.0804421,-21.7917,45.1717,-9.977,使用理论值 = 是
触测/基本,常规,-23.9905,41.5356,-4.5562,0.3753466,-0.0954861,-0.921953,-24.6305,41.7767,-2.7886,使用理论值 = 是
移动/点,常规,-21.7447,41.6682,-10.0358
移动/点,常规,-18.5788,41.607,-8.7643
触测/基本,常规,-17.1191,41.8969,-12.4731,-0.3761361,-0.1812715,0.9086596,-17.7981,41.5352,-11.0297,使用理论值 = 是
触测/基本,常规,-18.7864,45.9937,-8.1353,-0.0412531,-0.9980959,0.0458566,-18.698,45.3865,-8.4969,使用理论值 = 是
触测/基本,常规,-20.7645,42.3061,-3.3963,0.3605025,-0.2629995,-0.894913,-21.2516,42.8223,-2.003,使用理论值 = 是
终止测量/
移动/点,常规,-19.1594,42.2004,-7.2884
移动/点,常规,-21.9544,42.2542,-8.4077
移动/点,常规,-21.9849,15.0068,-9.6468
柱体槽2 =特征/柱体，直角,内,最小二乘方
理论值/-20.1857,17.0433,-8.2078,0.928582,-0.0091613,0.3710143,10.0538,4.4295
实际值/-20.7555,16.9872,-6.637,0.9529321,-0.0112493,0.3029749,10.0448,4.8857
测定/柱体,6
触测/基本,常规,-20.6151,14.6234,-13.1108,-0.320233,0.4855007,0.813474,-21.1868,15.6538,-11.8471,使用理论值 = 是
触测/基本,常规,-22.3009,12.0359,-9.0069,0.0116612,0.9999219,-0.0044952,-22.1606,12.5177,-9.4405,使用理论值 = 是
触测/基本,常规,-23.7705,14.1221,-5.2518,0.3058199,0.5852628,-0.7509605,-24.0875,13.126,-4.3634,使用理论值 = 是
移动/点,常规,-22.4308,14.8382,-8.5407
移动/点,常规,-18.3373,14.7591,-6.8992
触测/基本,常规,-16.5628,14.3876,-11.3713,-0.3115152,0.5241463,0.7926089,-17.0101,15.288,-10.4173,使用理论值 = 是
触测/基本,常规,-18.2504,12.0003,-7.258,0.0206027,0.9994262,-0.0268863,-18.1331,12.2491,-7.6205,使用理论值 = 是
移动/圆弧
触测/基本,常规,-19.7371,14.3407,-3.449,0.3183546,0.5334827,-0.7836112,-20.0404,13.523,-2.5707,使用理论值 = 是
终止测量/
移动/点,常规,-18.2774,15.0157,-7.0373
移动/点,常规,-243.2164,19.3778,-97.1693
平面bb =特征/平面，直角,triangle
理论值/-9.1572,37.5043,-3.4809,-0.3748575,-0.0024723,0.9270792
实际值/-9.4609,37.5015,-2.7314,-0.3057186,-0.0052665,0.9521074
构造/平面,中间,平面b,平面b对边
柱体b-b =特征/柱体，直角,外
理论值/-2.7719,37.1057,-15.3626,0.4456367,0.8757741,0.1855468,7.9541,1
实际值/-4.9631,37.1928,-15.3528,0.5318407,0.8277408,0.1788592,7.9541,1
构造/柱体,射影,平面b,平面b对边
尺寸 位置b1= 柱体 的位置度柱体b-b 使用轴=平均 参考长度=0.0000 标准差=0.0000 单位=毫米 ,$
图示=关 文本=关 乘数=10.00 输出=两者 垂直于中心线的偏差=关 显示=直径
轴 正公差 负公差 补偿 测定 偏差 超差 偏差角度 标称值
x -2.6946 0.0692 -2.7637
y 37.3202 0.2138 37.1064
z -15.7929 -0.4303 -15.3626
特征直径 0.5000 0.5000 1.0000 7.9541 -18.8459 18.3459 26.8000 <--------
基准 1 直径 0.1000 0.1000 67.0340 柱体 柱体f 位于 rfs 67.1300
基准 2 直径 平面 平面aa 位于 rfs
位置真值 0.5000 1.0000 0.9709 0.0000 72.0759 mmc -----#---
终止尺寸 位置b1
尺寸 距离b-b1= 3d 距离平面 平面b 至 平面 平面bb, 无半径 单位=毫米 ,$
图示=关 文本=关 乘数=10.00 输出=两者
轴 正公差 负公差 测定 偏差 超差 最大值 最小值 标称值
m 0.2500 0.2500 13.3896 -0.0104 0.0000 13.4892 13.3182 13.4000 ----#----
尺寸 距离b-b2= 3d 距离平面 平面b对边 至 平面 平面bb, 无半径 单位=毫米 ,$
图示=关 文本=关 乘数=10.00 输出=两者
轴 正公差 负公差 测定 偏差 超差 最大值 最小值 标称值
m 0.2500 0.2500 13.3896 -0.0104 0.0000 13.4642 13.3203 13.4000 ----#----
尺寸 位置b-fa= 平面 的位置度平面bb 标准差=0.0000 单位=毫米 ,$
图示=关 文本=关 乘数=10.00 输出=两者 垂直于中心线的偏差=关 显示=直径
轴 正公差 负公差 补偿 测定 偏差 超差 偏差角度 标称值
y 37.6195 0.1132 37.5063
z -2.5468 0.9340 -3.4808
基准 1 直径 0.1000 0.1000 67.0340 柱体 柱体f 位于 rfs 67.1300
基准 2 直径 平面 平面aa 位于 rfs
位置真值 0.5000 0.0000 1.8817 1.3817 90.0000 rfs -------->
尺寸 距离26.8= 3d 距离平面 平面b 至 平面 平面b对边, 无半径 单位=毫米 ,$
图示=关 文本=关 乘数=10.00 输出=两者
轴 正公差 负公差 测定 偏差 超差 最大值 最小值 标称值
m 0.5000 0.5000 26.7779 -0.0221 0.0000 26.9298 26.6442 26.8000 ----#----
尺寸 偏离度12.0= 跳动圆 圆12.0 至 圆 圆dd 标准差=0.2503 单位=毫米 ,$
图示=关 文本=关 乘数=10.00 输出=两者
轴 正公差 负公差 测定 偏差 超差 最大值 最小值 标称值
m 0.0500 0.0000 0.5166 0.5166 0.4666 0.2542 -0.2623 0.0000 -------->
尺寸 位置c-afe= 柱体 的位置度柱体c 使用轴=平均 参考长度=0.0000 标准差=0.0523 单位=毫米 ,$
图示=关 文本=关 乘数=10.00 输出=两者 垂直于中心线的偏差=关 显示=直径
轴 正公差 负公差 补偿 测定 偏差 超差 偏差角度 标称值
x 3.9986 -0.0699 4.0685
y 35.4966 -0.0510 35.5475
z -8.6956 -0.2941 -8.4015
特征直径 0.0200 0.0200 0.0286 35.0886 0.0086 0.0000 35.0800 ------#--
基准 1 直径 平面 平面aa 位于 rfs
基准 2 直径 0.1000 0.1000 0.1946 67.0354 柱体 柱体f 位于 mmc 67.1300
基准 3 直径 平面 平面ee 位于 rfs
位置真值 0.1000 0.0286 0.6132 0.4845 -143.8990 mmc -------->
终止尺寸 位置c-afe
尺寸 位置d-af= 柱体 的位置度柱体d 使用轴=平均 参考长度=0.0000 标准差=0.0066 单位=毫米 ,$
图示=关 文本=关 乘数=10.00 输出=两者 垂直于中心线的偏差=关 显示=直径
轴 正公差 负公差 补偿 测定 偏差 超差 偏差角度 标称值
x 0.1267 -0.0018 0.1285
y 3.1640 -0.0018 3.1658
特征直径 0.0000 0.0000 0.0000 8.7780 0.2780 0.2780 8.5000 -------->
基准 1 直径 平面 平面aa 位于 rfs
基准 2 直径 0.1000 0.1000 0.1946 67.0354 柱体 柱体f 位于 mmc 67.1300
位置真值 0.1000 0.0000 0.0051 0.0000 -135.2155 mmc #--------
终止尺寸 位置d-af
尺寸 位置槽-ade= 柱体 的位置度柱体槽2 使用轴=平均 参考长度=0.0000 标准差=0.0013 单位=毫米 ,$
图示=关 文本=关 乘数=10.00 输出=两者 垂直于中心线的偏差=关 显示=直径
轴 正公差 负公差 补偿 测定 偏差 超差 偏差角度 标称值
y 17.4435 0.3957 17.0478
z -6.6312 1.5764 -8.2076
特征直径 0.1000 0.1000 0.1448 10.0448 0.0448 0.0000 10.0000 ------#--
基准 1 直径 平面 平面aa 位于 rfs
基准 2 直径 0.0000 0.0000 0.0000 8.7771 柱体 柱体d 位于 mmc 8.5000
基准 3 直径 平面 平面ee 位于 rfs
位置真值 0.1000 0.1448 3.2506 3.0058 90.0000 mmc -------->
haiyan：
1. 建议你不要使用中文界面，因为没有任何一款软件是用中文编写的，对于较为复杂的工件尤其是有cad模型的测量，尽量不要使用中文界面，减少系统的负荷提高运算速度。
2. 在评价位置度的时候，选择基准的顺序非常重要，它决定了系统运算的依据，通常第一基准应该是一个平面，而且这个平面应当经过精加工；第二、三基准确定角向（第二基准确定原点）。特别要注意，检测的基准必须和加工的基准必须是一致的，或者至少应当有明确的关系。这些在老外的图纸上就做得不错：不论基准符号是a、b、c、d或者c、b、a、d也好，需要评价位置度的特征处，通常都是按照上述顺序要求的。
3. 你可以在location中用a和r通过计算来验证一下位置度运算的结果。
lzzwqyan:
首先感谢你的支持与帮助!
1.我们公司是一外资企业,所有的图纸全部是由老外绘制给我们的,有好也有弊,很多无关紧要没有意义的尺寸全部都有标出来.在基准选择上也是根据图纸的要求,通常他们要求的形位公差评价会同时有几个基准,或是复合位置度.
2."在location中用a和r通过计算来验证一下位置度运算的结果"我不要做,能具体告诉我如何验证吗?
3.如果中文界面确实存在这种问题,我以后就用英文界面了.
可问题是如果所有的软件都存在这种问题,必须用它原来的语言程序运行的话,那它的译文版又有什么意义呢!
4.对于测量圆,孔的直径,测量机应该是很有优势的.
只是不明白在评价特征时会有这样大的弱点,特别是同轴度.
我们公司的那些大头头们就是因为相信三坐标测量机的形位评价功能才下决心发大价钱买回来,要是他们知道这个弱势,真不知他们会作何感想!
更正上述第二点,是我不知道做,我打错字了.
haiyan：对不起，前两天很忙，没时间上来。我看了一下你的程序，因为没有图形，很不好理解，不过，我觉得程序中还是有不能理解之处。
在评价位置度时，标称值应该是你主坐标下的理论值，而测定值是零件的实测值，而位置度其实就是理论值与实测值的比较然后再减去公差。你检查一下标称值是否有误。