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GB/T 31264-2014 English PDF

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GB/T 31264-2014: Test methods for mechanical properties of structural wood-based panels
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Basic data

Standard ID GB/T 31264-2014 (GB/T31264-2014)
Description (Translated English) Test methods for mechanical properties of structural wood-based panels
Sector / Industry National Standard (Recommended)
Classification of Chinese Standard P23
Classification of International Standard 91.080.20
Word Count Estimation 25,261
Date of Issue 12/5/2014
Date of Implementation 3/11/2015
Quoted Standard GB/T 17657; ISO 16572
Regulation (derived from) Announcement of Newly Approved National Standards 2014 No. 27
Issuing agency(ies) General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China, Standardization Administration of the People's Republic of China
Summary This Standard specifies the test methods for structural mechanical properties of wood-based panels flexural, tensile, compressive and shear like. This Standard applies to structural wood-based panels.

GB/T 31264-2014: Test methods for mechanical properties of structural wood-based panels

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Test methods for mechanical properties of structural wood-based panels ICS 91.080.20 P23 National Standards of People's Republic of China Mechanical tests on wood-based panel structures Issued on. 2014-12-15 2015-03-11 implementation Administration of Quality Supervision, Inspection and Quarantine of People's Republic of China Standardization Administration of China released

Table of Contents

Introduction Ⅲ 1 Scope 1 2 Normative references 1 3 Terms and definitions 4 Sampling 1 5 Sample preparation 2 2 6 Bending Properties 7 7 tensile properties 8 9 compression performance 9 outer surface 12 of shear performance 10 15-plane shear properties 11 18 Test Report Appendix A (informative) test specimens comp image 19 Annex B (informative) load - deformation curve 20 Annex C (informative) compression test specimens are prepared (thickness less than 40mm wood-based panels) 21

Foreword

This standard was drafted in accordance with GB/T 1.1-2009 given rules. Please note that some of the content of this document may involve patents. Release mechanism of the present document does not assume responsibility for the identification of these patents. This standard was proposed by the State Forestry Administration. This standard by the National Standardization Technical Committee of timber structures Wood Technical Committee (SAC/TC41/SC4) centralized. This standard was drafted. Chinese Academy of Forestry Wood Industry Research Institute, Harbin Institute of Technology, Suzhou Royal overall residential system Co., Ltd., Zhejiang Nanxun wood product quality inspection center detection, Guangdong Foshan Global Limited plywood, wood-based panels Country And wood products Quality Supervision and Inspection Center, Inner Mongolia Agricultural University. The main drafters of this standard. Zhou Haibin, GAO Li, Zhong Yong, Ni Jun, Shen Bin Hua Yang, Zhu Enchun, Ren Haiqing, Xuwei Tao, pay Yuejin, Yao Lihong, Li Zhiheng, HONGKONG. Mechanical tests on wood-based panel structures

1 Scope

This standard specifies the test methods for structural mechanical properties of wood-based panels flexural, tensile, compressive and shear like. This standard applies to structural wood-based panels.

2 Normative references

The following documents for the application of this document is essential. For dated references, only the dated version suitable for use herein Member. For undated references, the latest edition (including any amendments) applies to this document. GB/T 17657 panels and veneer plywood physical and chemical performance test method ISO 16572 wooden structure based panel structure Performance test methods (Timberstructures-Wood-basedpanels-Test methodsforstructuralproperties)

3 Terms and Definitions

The following terms and definitions apply to this document. 3.1 Structural wood-based panels structuralwood-basedpanels To carry for the purpose of the use of veneer, wood shavings and other wood, bamboo unit, by drying, sizing, group billet, plate-like structure made of pressed wood Materials, including plywood structure, waffle particleboard, oriented strand board and the like. 3.2 The in-plane shear modulus planarshear XL in the plane (FIG. 1), the shear stress and the shear strain ratio. Figure 1 Construction of wood-based panels directionality 3.3 Plane shear modulus panelshear YL or in the XY plane (Fig. 1), the shear stress and the shear strain ratio.

4 sampling

Model should be randomly selected, and the type, grade, thickness, and should be the same group constituted blank. Sample group composed of all the boilerplate should be representative. Specimens shall be selected in a different location model, and model from the edge of not less than 50mm. In each direction for each performance test, the sample should be

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