| Ib txwm Thickness | Kev ncua deb ntawm ib qho taw tes rau saum npoo ntawm veneer uas deviates los ntawm lub teeb yuag ncaj tus kav | |
| Veneer ntev 500 | Veneer ntev 1000 | |
| ≤ 15 | 2.0 | 4.0 |
| >15..≤25 | 1.5 | 3.0 |
| > 25..≤ 60 | 1.0 | 2.0 |
| 60 | 1.0 | 1.5 |
Cov tsos zoo
| Yam khoom | Tso cai Range |
| o | Tsis Tso Cai |
| Kev tawg | |
| Tuag Knot | |
| Txawv teb chaws-lub cev Adhering | |
| Kab Kab | |
| Rot | |
| Kev kis kab mob | |
| Txhaj | Ob peb tso cai, tsis cuam tshuam rau kev siv |
| Kev xav | |
| Xim-kawg thiab txaws | |
| Patches ib sq.m ntawm qhov chaw | ≤ 3 |
GB Test Yam - Ua ntej xa khoom Hoobkas tshuaj xyuas
| Cov khoom kuaj | Chav tsev | Txuj | Txoj Kev Xeem | |
| Vertical Bending Strength | Mus rau A | Mpa | ≥65 | GB/T2634-2008 Test Standard |
| Mus rau B | ≥65 | |||
| Vertical Bending modulus ntawm elasticity | Mus rau A | Gpa | ≥8 | |
| Mus rau B | ≥8 | |||
| Compressibility (hauv qab 20MPa) | Mus rau C | % | ≤ 3 | |
| plab hnyuv | ≥70 | |||
| Impact zog (sab kuaj) | Mus rau A | KJ/㎡ | ≥13 | |
| Mus rau B | ≥13 | |||
| Interlaminar shear zog | Mpa | ≥8 | ||
| Lub zog hluav taws xob ntsug (90 ℃ + 2 ℃) | KV/mm | ≥11 | ||
| Lub zog hluav taws xob ntsug (90 ℃ + 2 ℃) | KV | ≥50 | ||
| Kev ua haujlwm ceev | g/cm³ | > 1.1 ~ 1.2 | ||
| dej cov ntsiab lus | % | ≤ 6 | ||
| Shrinkage tom qab ziab | Mus rau A | % | ≤0.3 | |
| Mus rau B | ≤0.3 | |||
| Rau thickness | ≤ 3 | |||
| Roj nqus | % | ≥8 | ||
Los ntawm -
Los ntawm -