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发表于 2011-10-29 20:58:53
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Meehanite Flake Graphite Types
& y% s! i6 ?2 O5 T
0 w$ C7 c- Y' G; c' m; D; s1 _) ^PROPERTY
& P* z; V0 ~( @4 w% {% `3 P TYPE
4 M+ ?! f& s7 r/ i3 hAQ
2 O4 ?/ C$ p. Y: U( X4 S0 ]: P TYPE0 M0 {/ m3 n( h: Y) V5 c' d
GM-60+ f8 D2 Z: m& E9 e7 I) O3 g
TYPE
9 ^: @& ?3 L' B3 V! x# m6 ?GA-50
g4 S C' s, u TYPE- ~7 f0 e, l' Y2 \& `% N
GC-40
' M- b& L$ _* B2 K$ `2 L TYPE
5 @& }& x6 O+ h5 zGE-30" {5 g+ q% V f$ a* d6 H
TYPE
, M. G- c& u* w% ^8 ^7 lGF-20
- z: ^/ ~4 K/ a 4 b4 M2 c6 b! O4 Y
Tensile Strength-psi$ w4 ]& m) g' L8 m& F; a
50/65,000! `$ R( e, H4 V( S
60,000$ T, H0 T5 P2 K2 y1 G- F$ _
50,000/ T/ C# W; x( @9 P" r
40,0009 H3 r9 r- y9 {1 Y; j8 H/ L
30,000
1 F! V Y& E8 Y' Y# L 20,0008 {+ n5 E6 s. L8 s6 D* F# ?% k1 e: }
5 ?4 k4 m3 e* [/ q; j: X+ WProportional Limit-psi6 i# V3 ~* t, C
.01% permanent set
9 O8 W6 q( n V 25,0008 K) m) z% l; i0 x
25,000
! u) {6 B& n2 Y5 B 22,000
+ m$ w | _3 ?1 k( c1 Q* L0 n 14,500
3 x2 p8 `) {$ X& Z 11,500
) o# p; k' x: k' m 9,5001 M6 s e5 `; S& X
2 ~6 Z% h$ {5 c3 ]1 EModulus of Elasticity-psi$ H9 i# i/ l/ P7 K
22,000,0006 w5 A; Q5 F4 l: {3 S" X: T% t
21,500,000
& R- i1 p+ V0 ?+ q9 a- j 20,000,000
+ I1 w4 S. [$ `8 D4 P! @' C3 R 16,500,0008 U# Q7 a" w* v& w/ {
13,000,0009 D# W+ g1 o* Y7 v- m
9,000,000; M6 t) i5 T7 @) F g, v
( u0 V' G9 y" i. H* L0 Y
Modulus of Rigidity-psi* O: M" X9 {& t7 i5 |& c
9,500,000
4 M5 f8 S `: k. Y9 M6 _1 G 9,500,000
( c% N% w# H- W7 h/ H; u8 g, r 8,750,000" T$ v# I: L# L6 q/ X
7,250,000* ^% G, j" Y( H
5,550,000( G8 E( y7 Y* X w% B
4,000,000# g0 z0 d1 R+ S0 ?) h! s
8 o7 b. y$ H4 c+ D9 g$ LPoisson's Ratio
; _* O( x- C: D7 {, y! H4 t 0.33
8 K' C- {+ |' `; d" W 0.33
0 D" }) {7 b+ x# G 0.32
0 ]5 b' g6 G* X* L- g2 u3 E 0.30
& `. F+ e7 b) N! f6 O 0.27
+ ~" Y1 R# r; L R5 q 0.24
+ J) p3 Z2 J/ ^/ ]- N, t
0 R9 r4 ]. Q1 z- m- r6 \2 _Modulus of Rupture-psi
+ j3 z9 v, D0 J* a: p) T 93,000' ]; X: h! k. e, v2 j- w
93,000
$ Z0 |: S |" T+ s' r7 q 90,000% r- f# S9 Q$ ^# d
80,000
0 V2 |3 L" m' c 61,000
& ]% @# [, j, e6 { 41,000. X% c5 y. e/ H+ D7 r, m
) V' q* i3 z9 rCompression Strength-psi( _# s) q( z/ `
200,000
- X5 B; v$ @0 r) Z" o' r( ]/ V 200,000+ O; j% F7 P# ^0 S) P5 f9 D! ]
180,000: Q! x- a; _* i& j+ P1 g% F7 \5 f
150,0001 }' j( a( m2 D) L
120,000
2 a1 U& D j0 x Y4 P: P6 b 90,000
9 I$ E' j" Y: W& E$ d/ ~
- d6 I. ?" {4 o- |* w2 ]' UFatigue Strength-psi
3 [3 n" ], @! |" O6 w) q8 ]! } 30,000
8 G- ^# Y- i7 {" `' ~ 25,000& z& m5 z. X: j+ g7 \2 i
22,000
2 `# c& S9 N5 C a! s 17,500& E; }7 i' m) x* r- O; T; {& _
13,500) \' d1 l4 W2 Z/ E" [4 ]
11,000
* |: c. L' P" A, _. a$ w
; G+ ^' s$ j( zShear Strength-psi
5 Z- n6 e3 g! @: p 2 D- y) d1 h" a* A9 H* Z- p. \
53,000
! H, T% Y9 k4 G& O 50,0009 H2 \, ~. I: q8 i7 }" P
40,000
3 t ~' R$ s' N' p 30,000
* b* Q1 R$ O0 }8 c7 W9 \ 21,5507 F% i7 Z8 W2 T+ O
* o2 B6 ~: R' M; s( e9 v( h2 r5 D
Single Impact-Izod7 c6 W+ c6 g) P& A5 l8 C1 h
(0.798"): m/ ]' K# X) @! B8 I
Dia. Unnotched Bar
" [3 [$ U1 I: e- ]% D/ D; I: q 30-40
# E( F1 N: n$ O# ~ 30-400 e2 D. s7 v1 m, k! `7 A
25-35+ x& Q" r0 [- Q2 H" I P
12-20
: w F. a0 W! ? P; o 6-12 c0 @5 n, V% J& T' d/ s: p( `
4-9
B8 M9 i4 e, Y% t ) G( G! Z% B8 e: r1 H
Brinell Hardness (Nominal)& ?$ @# F+ x; g6 P/ x
280-550
( p! y8 ^; Q- k4 T' v 230" L. y* |. n. z( _3 v( n, o
220$ C# s" n8 |0 r
190* K$ A& [! j; n7 E' ]. z
up to 160' p0 O7 s% ~# Q7 @$ m
150
/ W* V- D4 I9 C 4 d6 y5 g5 t/ ~; [/ g% B T! u& Y- Z
Machinability Rating (Dalcher): T$ p) b) D" X6 E: a3 e
52
) ^: Y) O8 f* v: k! y 50# Z p5 `* Q* N5 R+ T/ z
48$ Q k5 V5 @/ \2 Z
47+ x9 u$ f! T* w$ _0 a7 O, O
389 `( a6 @4 x* U- l) i) I
30! |% Z6 F: m: j, E3 z
' P* e9 D" s# g2 M" K8 q. O8 s
Thermal Conductivity
( e, p6 `5 M% n4 n5 x. h50-450 °F. BTU/Hr/Sq.2 w6 W* R/ {5 l! ?$ {! }
Ft./Inch Thickness/&°F
- ~2 V$ T4 ^+ z2 Q2 G : T9 N- G) J1 y+ Q A2 p6 H0 ?
355
! u5 F# n9 K2 V3 c* e1 S 350
/ n3 f' \2 G8 a7 y4 Z6 f& X( m 3250 s9 W3 w! x0 |7 X; U) ]
290+ g# F& N' M' F( ~3 m; g4 O$ v; O
---* ^& l% t: p3 y$ K2 F
a. V9 y* a0 ?- }& ]& m$ d `" ]Coefficient of Thermal( }) j0 N! |' M
Expansion Per °F. from
% H+ R6 Q4 w R& }' f/ l( \7 ^) Y100 deg to 1000 °F.. `' ~5 e t, p' Y9 d
.00000675, W- m, I3 ]1 g! n' q
.000007054 g2 J. ?. A1 R0 j1 H
.000006204 q, [5 W- j4 W' ~7 h: ?( Q
.00000660! Q, l2 G; o7 `; V1 @
.00000690* g" \ L2 T) J" f0 A
---
, ~3 \8 H' S& L4 U; }4 J j
" X4 n1 r/ w; d9 K! g) gSpecific Gravity" A9 b/ i. |' S# I2 Z
7.34
' ^: @# d7 l- h4 Z% Y 7.34
- Y9 J# r* n. ?1 x* b% y1 L& h 7.31( ]9 J" w% \, |: v" p
7.25/ z1 l! s1 ?* c) g5 U. u
7.06" Y, m& C4 F' i% n2 L3 S
6.80
3 O/ `* b& y/ Y. p2 e: w 0 i3 D9 {: t2 r# l; j8 z8 A
Solid Contraction
! J! h( f* C3 D5 b(Patternmaker's Shrinkage)
( K8 x5 H* w+ q# r+ W2 F* Z 5/32"-6/32"* D/ M. \3 j& t
per ft.
9 |& i% \( l% C$ H$ L(1.3-1.5%)
9 C1 Q; n0 Y6 p. H" ?: y+ @ 5/32"-6/32"
0 r, I1 w/ G& n' `* r, Bper ft.
1 F/ F/ E0 p- `& a0 {$ ~(1.3-1.5%)
# {6 o! d+ m% b8 \/ U! n 5/32"-6/32"
0 z7 X' w/ w6 m. Y7 g8 {: Qper ft.
4 Q \ z. ~, q4 W; I(1.3-1.5%)9 r$ K; K0 u' x
4/32"-5/32"1 P3 S6 x# @ R. D* r) y% r
per ft.
* A5 n) P' g9 P2 Z' ^! l(1.0-1.3%)
, t8 {. ?4 _& J. x) C8 U1 K2 y: t 1/10"-1/8"$ v; ~9 E1 w, ~
per ft.
: T% ]0 |" u! h" m5 _8 g! z(0.8-1.0%)
- y% ]: \+ m; _# q' u ) Y# m5 _4 ]: H6 U/ x# g
1/10"
: y9 m0 U" N8 X. x! M$ v" q(0.8%) |
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