AS/NZS 4357.0:2005 Structural Laminated Veneer Lumber 鈥� Manufacturing, Characterization and Verification Requirements

E0 & H2-S Treated Structural LVL 鈥� Formaldehyde Emission and Durability Compliance

Bending, Shear and Compression Strength of Structural LVL 鈥� Characteristic Values and Test Methods

Modulus of Elasticity (E) and Shear Modulus (G) for Structural LVL Major & Minor Axes

描述

鈥tructural LVL Density锛�0鈥�0 kg/m鲁
鈥� Structural L LVL Moisture content锛�%鈥� %
鈥� Structural LVL Tolerance on thickness锛毬�mm
鈥tructural LVL聽 Tolerance on length/width锛毬�mm

STRUCTURAL LVL Grade E11锛� 脳 45 mm锛�/strong>锛歕r
鈥� Structural LVL聽Bending strength f鈥檅鈮� 63 MPa
鈥� Structural LVL聽Shear strength f鈥檚鈮� 4.7 MPa
鈥� Structural LVL聽Compression perpendicular f鈥檖鈮� 8 MPa
鈥tructural LVL Modulus of elasticity E 鈮� 14 GPa

STRUCTURAL LVL Grade F17-E14锛� 脳 65 mm锛�/strong>锛歕r
鈥tructural LVL f鈥檅鈮� 66 MPa
鈥tructural LVL f鈥檚鈮� 5 MPa
鈥tructural LVL f鈥檖鈮� 8 MPa
鈥tructural LVL E 鈮� 13 GPa

鈥tructural LVL Thickness锛�, 45, 63, 75, 90mm
鈥tructural LVL Width锛�鈥�0 mm
鈥tructural LVL Length锛�6 m鈥�5 m

鈥tructural LVL Glue锛歅henolic A-Bond / WBP
鈥tructural LVL Preservative锛欻2-S, H2, H3
鈥tructural LVL Formaldehyde锛歋uper E0锛堚墹0.3 mg/L锛塡r

鈥tructural LVL AS/NZS 4357 (Australia/NZ)
鈥tructural LVL EN 14279 & EN 14374 (Europe)
鈥tructural LVL ISO 9001, CE, FSC, PEFC, EPA/CARB, EUTR 绛塡r

Structural LVL 20鈥睪P锛氱害 23 m鲁锛��pallet锛塡r
Structural LVL 40鈥睭Q锛氱害 35-45 m鲁锛�鈥� pallet锛塡r