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Quartz stone; ?' h9 X5 ]7 _1 W" Z# d0 K
- q4 B/ q( K [+ m/ x# g' S0 mSLAB SIZE：300x120cm & 240x160cm; K3 j- r6 x3 w3 x3 o V. f
) Q2 M0 i7 `- hTILE SIZE: 30x30cm,40x40cm, 60x60cm,80x80cm+ a! o0 h$ u; G4 R+ ] |; B5 ~
4 T2 x h2 R( d( S9 l& BTHICKNESS: 1.2cm,1.4cm,1.5cm,1.6cm,1.8cm,2.0cm,3.0cm
$ T4 h- r0 L3 c0 p2 u5 P: u- M$ @( o6 M7 O- O$ \( j
, Q$ B. m+ A, u o0 {1 }% y9 g+ k0 R* P% C! \9 H6 Q" Z. x! X5 J8 X
Water absorption
4 G$ T" x8 p- G' H& z) T% Z 0.01%
1 @3 ~: P7 W) N* |% H% _- I
( ?& o" P5 c# P z7 g0 F) E) E* mBulk density
0 ^! c2 r1 Y9 G3 z# ^# w$ j2 k 2.55g/cm3) x& O; \$ _) y- R7 b
4 c* v I! x& g9 P& ~ V% B& f
Moh's hardness
; a. T8 R$ S* s. P$ Q1 G 3-4 grade
3 ~1 E) }5 ~% F+ f" m$ F7 G3 P 0 b6 P7 F7 ]7 a; F, C
Bending strength
( ? o2 ~7 r- a5 y# i: p 31.9Mpa
* N# f+ \% E& h5 J. z( V8 S - p! m/ ?+ Z; ~1 l& v' A
Compression strength2 L; s( k1 u9 Y: `6 L
98.2Mpa" P. [% \9 ^5 W. A$ r9 m. z
! L. O4 y8 o* c; |4 y
Coefficient of friction5 T& g( o P# U N" v- o) [
0.61
; f+ [% A! \5 ~0 J
7 T& K! [" r1 \9 @. B4 NHeat up resistent
0 ^6 F1 ^3 O/ s$ h4 X7 M6 B* n x0 H No cracking,crazing and blistering: j! F/ g, j: ^ x7 c: ]
0 h) D% p8 P* `3 pHigh temp.resistance
+ O+ u+ [4 I; c2 I: {" p No cracking,crazing and blistering: B' _1 v; n0 r! x- t" N
7 _4 y8 K. }0 w+ r% ~' d) i
Forst resistance& C, l" n/ \ N0 Z& F4 ]* }& X3 H# }
No crack,no peeling
4 D, E% z0 ]! W# X P- ~; }
" ]+ Y) A; p; q# V; @5 p% ]2 CRadionu clides(A Class)3 f V; m5 P! O4 u `6 X" }1 S
( C( I7 x% ]5 w) }$ `; ~$ V
2 M: G" h; a; O* w! Z+ R& x
Internal exposure Index
C' r, R' A K, w- z7 M ＜0.1, V) J. }" s: r6 ~- C$ h; }4 _. p
' T( e @( [" D3 H
External exposure Index) t; b: ^8 s, J& I
0.1, l3 x3 d) J6 g. N# o( h
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发表于 2011-7-18 20:29
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