|
|
发表于 2010-6-20 13:04:30
|
显示全部楼层
来自： 中国台湾
本帖最后由 yit02yit02 于 2010-6-21 10:09 编辑 ; y% V, l1 G. X& _/ Q
; e' q( g: M7 v8 ^* k5 P
周董說:這個屌!
% n2 U0 x& E. \- u1 d' c( w& t這題目真屌!8 O3 }5 S1 R: \2 ~
你的困擾也是我經常碰到的
+ S6 _- Q) j1 k一般模座常用類似的斜坡/ v# w% V# o+ `7 F7 r
今天是星期天閒著也是閒著) x9 b$ c- k9 L& V: N# P
繼續研究囉!
" [5 Q" q1 _+ {+ c5 j: u# }3 z有點小心得!
/ b5 }# G% l- e' `: [1.就是用斜坡上方邊線做2D外型(G41摩耗)銑削; r- w- w a7 N7 z# j
2.用路徑轉換~
: d+ g4 a# z ?0 q! n1 E; i刀具面~
4 x0 C9 t" E' A" v, ?/ i5 w S兩點間~
" v$ z' I& S3 E, d; A步進175次~
+ S; j5 @/ y9 o8 g4 Y(斜坡是5度)從Z0 / Y0 ～ 到 ～ Z-0.2 / Y-0.017
! q) D# ~6 K/ P4 x, J) A+ N結果呢！
3 l& s0 f+ {* h* \7 b爽！! G* e7 R a g4 Q3 m( n; b
被版主上了一課！4 R* ]0 v7 d7 P; H% g4 N8 x
謝囉！
" a# a6 |% J- w C2 `% U好爽呀！
/ V2 `: T/ n9 p3 i7 J%2 \" e- ]. o' M. @+ W. K
O0000
3 k Y* R3 `, W(PROGRAM NAME - AP-F )* L- _4 a5 I8 o7 ^1 d- v
(DATE=DD-MM-YY - 21-06-10 TIME=HH:MM - 10:05 )/ Y7 w n1 T+ d: s" P+ D. c$ ~
G21 G0 G17 G40 G49 G80 G90
* V( Q! ], ]; B: Q. S" r1 `( T12 D12 H12 DIA.-10. )
, t P$ D* V* n) K) }3 A9 O' j" F0 CT12
+ o/ E! }. E2 O9 w" W/ ?, sM63 h% {! E; c; [6 e8 r! r1 z
G0 G90 G54 X152. Y121.257 B0.
! S# o) e. Z+ q5 H# q& dS8000 M3
5 b" }4 m; U$ ?; H3 VG43 H12 Z50.
! T+ x4 `: w2 D, x+ u* h, }M10
7 P$ r; F) D. t9 q7 m1 sM8% z: d. x0 o5 Q- W
Z2.
- x6 `* ~1 N5 S2 ~8 KG1 Z0. F3000.' h9 G$ i% w3 b" t4 R* ]& H
G41 D12 X154.121 Y123.3796 t3 ?; Z7 ^. ~( n; p* s$ E
G3 X155. Y125.5 R3.% a: k# O4 W& ~$ ?" p
G1 Y140.
, P) ] p4 \3 k+ l" h# | TG3 X150. Y145. R5.8 f% |8 t/ R! @% c( S* `8 u
G1 X-150.8 E @% ^' c: Q2 _' g$ g! R
G3 X-155. Y140. R5.
& _4 d; I0 u0 z x" z4 aG1 Y125.5
/ Y E1 p# ^7 u5 S$ J: M( B5 KG3 X-154.121 Y123.379 R3., _+ N: w: J2 U' f" b. r% f( v* z4 r7 {
G1 G40 X-152. Y121.2575 p) h5 e/ K9 |* l. d
G0 Z50.# P1 j! M5 p, ^% Q
X152. Y121.24 Z49.8$ c1 n7 |+ @5 w/ S a n! N
Z1.8
1 _1 [) k7 e: f. eG1 Z-.2
( c, F$ h3 T% {4 IG41 D12 X154.121 Y123.362& p* h8 y7 _, k) e
G3 X155. Y125.483 R3.% e: [: [6 m: G$ E" \% k
G1 Y139.983
' ^* i0 [* ]+ t& k) n# c- W0 `G3 X150. Y144.983 R5.6 m$ B. y8 Z g# h6 p& Z0 h
G1 X-150.
, n5 |( k& G9 N; \G3 X-155. Y139.983 R5.& Z# o6 H! e: s+ M( V8 g+ Q
G1 Y125.483
! Z, L+ G* v0 R7 l* mG3 X-154.121 Y123.362 R3.
4 ?: V! C: h. fG1 G40 X-152. Y121.24
* a7 N2 Y! n1 ]7 o" KG0 Z49.8
: C. ^: a' O) @& K3 q$ ^2 hX152. Y121.223 Z49.6; k) i1 M/ P, N( U& j
Z1.6( U' p n i8 h2 g
G1 Z-.4
# M6 A e5 a R6 R' KG41 D12 X154.121 Y123.345, I/ f% m& M o7 u. L
G3 X155. Y125.466 R3.
0 B& w. R/ H& C9 h+ f5 |G1 Y139.966 b1 H% p% \2 |' ?! R6 {& m
G3 X150. Y144.966 R5.: g) b* s2 B/ ?: x
G1 X-150., k2 _- H6 W2 b9 X: w! U
G3 X-155. Y139.966 R5.0 V. w. S1 x1 o, K% w
G1 Y125.466) S/ L* D3 X- H2 J6 P; z
G3 X-154.121 Y123.345 R3.9 u) {& N% ` z1 ]1 d
G1 G40 X-152. Y121.223& n5 T# M: J j) ^( v* U
G0 Z49.6
* ]( E9 i1 X$ ~. y AX152. Y121.206 Z49.4' e$ P" c7 K' m* u
Z1.4; \5 Q; z2 i g' X7 C) u3 J; O
G1 Z-.6* o& ^0 b( W' ]
G41 D12 X154.121 Y123.328
4 H- |7 x9 p4 C, eG3 X155. Y125.449 R3.
* k( N) c% x& BG1 Y139.949 \& \; W: l* V8 l4 ^, @: p5 w- A
G3 X150. Y144.949 R5.
* j: t1 U( u/ X" b( R9 mG1 X-150., H- v o& ?6 G5 b
G3 X-155. Y139.949 R5.. r! o1 o/ R! e2 y! e2 [# |, x+ @
G1 Y125.449
5 c* ?4 g6 Q% s. VG3 X-154.121 Y123.328 R3.
. W9 l& h2 y0 Z2 M! ?G1 G40 X-152. Y121.206
/ d$ ~3 O5 G3 }+ k$ xG0 Z49.4
: @) a1 Y# S3 ?9 JX152. Y121.189 Z49.2
0 B8 }: @: |7 S% B# MZ1.2# w$ U6 c& U. X# F# @( J6 r1 C5 j! n
G1 Z-.86 x0 y$ T n1 G2 j: m0 l
G41 D12 X154.121 Y123.311
- z. s' k, `6 \. {1 kG3 X155. Y125.432 R3.5 ]$ j5 l9 i# H! M
G1 Y139.9329 l6 s% }& ~* ~
G3 X150. Y144.932 R5./ a5 G5 q s9 p& P( H
G1 X-150.+ O1 W/ @, c2 ?* k( o3 `" w6 g
G3 X-155. Y139.932 R5. |6 ?! x4 }5 x7 x5 U" X+ _
G1 Y125.432
: J4 p* X7 x6 G6 H( O* h9 nG3 X-154.121 Y123.311 R3.+ l) }# ^# h) V* x' ?/ K
G1 G40 X-152. Y121.189
! Q" t4 K( X0 w5 M2 v% u: y) C! U' s..
4 o8 e) \9 F: }' z0 g..; ?5 w- _) ^- f6 a0 i& t( d' a, ~2 g
..8 h( X2 s% p4 a( ]: `
..: r" X4 k( m( F: R
X152. Y118.282 Z15.
$ z$ H- L$ V6 u- A0 w+ q$ HZ-33.) K- Z: b2 Y4 g" D. }$ r r; U5 w
G1 Z-35.2 h: ]* B8 V" _/ e
G41 D12 X154.121 Y120.404) H/ |6 Y" n5 `0 ~) ~. U
G3 X155. Y122.525 R3.
3 V7 U, G! V' c; IG1 Y137.025
% u$ ~% N% z1 K, @# b8 ~- m; O E/ R7 }G3 X150. Y142.025 R5.1 F1 x3 H, L4 D d
G1 X-150.
8 a( b5 }9 P5 n- m c8 R/ sG3 X-155. Y137.025 R5. h& i- D" S% u2 I
G1 Y122.5253 B/ [9 N+ {& R- q8 g. ^% W( Y
G3 X-154.121 Y120.404 R3.3 j. z' x8 Y0 J! E! _
G1 G40 X-152. Y118.282
5 q( j/ \. |+ ?' {5 |G0 Z15.4 T- j1 ~2 C% s; m* y: _
M5* x# e) S6 z7 N. @* y# q1 T
M11( x- B9 I6 t# @7 ]7 _7 d
G91 G30 Z0. M9
8 L; t K% N: [8 o2 }G91 G30 X0. Y0.
9 C4 t3 P& m$ f7 ]# Q, ~; M2 AM30
* q+ m; L7 r7 ]" k; @# o/ p& s% |
|
楼主
别说你,认识MC 18年也没见过MC的法向矢量和刀具矢量3D空间补偿的程式
