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LY/T 2917-2017 English PDF

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LY/T 2917-2017: Standard methods for development of characteristic mechanical values of structural glued laminated timber
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PDF similar to LY/T 2917-2017


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Basic data

Standard ID LY/T 2917-2017 (LY/T2917-2017)
Description (Translated English) Standard methods for development of characteristic mechanical values of structural glued laminated timber
Sector / Industry Forestry Industry Standard (Recommended)
Classification of Chinese Standard B60
Classification of International Standard 79.010
Word Count Estimation 18,115
Date of Issue 2017-10-27
Date of Implementation 2018-01-01
Regulation (derived from) National Forestry Admistration Notice 2017 No.18; Industry Standard Filing Notice No.12 (Total No.216)
Issuing agency(ies) State Forestry Administration

LY/T 2917-2017: Standard methods for development of characteristic mechanical values of structural glued laminated timber


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Standard methods for development of characteristic mechanical values of structural glued ICS 79.010 B60 People's Republic of China Forestry Industry Standard Method for determining the characteristic value of mechanical properties of structural laminated timber Released on.2017-10-27 2018-01-01 implementation State Forestry Administration released

Foreword

This standard was drafted in accordance with the rules given in GB/T 1.1-2009. Please note that some of the contents of this document may involve patents. Publication of this document The organization does not assume responsibility for identifying these patents. This standard is proposed and managed by the National Timber Standardization Technical Committee Structural Wood Subcommittee (SAC/TC41/SC4). This standard was drafted. Institute of Wood Industry, Chinese Academy of Forestry, Power (Yantai) Wood Technology Co., Ltd., Harbin University, China Metallurgical Construction Research Institute Co., Ltd., Beijing Haide Chalet Co., Ltd., Manzhouli Lianzhong Wood Industry Co., Ltd. The main drafters of this standard. Zhong Yong, Ren Haiqing, Liu Xiangfei, Zhou Haibin, Qi Zhiwen, Zhou Huazhen, Wu Guofang, Li Qian, Xing Xinting, Yin Jianjun, Wang Xiuquan. Method for determining the characteristic value of mechanical properties of structural laminated timber

1 Scope

This standard specifies the sampling requirements, sample preparation, mechanical properties test, calculation method and adjustment of the mechanical properties of the structural composite materials. Integrity. This standard is applicable to the determination method of the mechanical property characteristic value of structural laminated timber.

2 Normative references

The following documents are indispensable for the application of this document. For dated references, only dated versions apply to this article. Pieces. For undated references, the latest edition (including all amendments) applies to this document. GB/T 26899-2011 structural laminated timber GB/T 50329-2012 Wood structure test method standard GB/T 50708-2012 Technical specification for glued wood structure

3 Terms and definitions

The following terms and definitions apply to this document. 3.1 Structural composite material structuralgluedlaminatedtimber(structuralglulam) Also known as laminate glulam, or structural glulam. For the purpose of weight bearing, graded laminates with a thickness of 20mm~45mm (visible) A structural material obtained by laminating and bonding in the thickness direction in parallel with each other along the fiber direction in terms of classification, mechanical division, or mechanical stress. 3.2 Eigenvalues A certain quantile of the probability distribution of the mechanical properties of the structural laminated timber. This standard is based on the lower limit of 5% of the 75% inclusion probability. It is the characteristic value of the strength of the laminated timber for the structure, and the average value at the probability of inclusion of 75% is taken as the characteristic value of the elastic modulus.

4 sampling requirements

When determining the mechanical property characteristic value of a structural laminated product, it should ensure that the product has the same structural form, including the product tree. Kinds, sub-layer laminate units (strength grade, open tooth form, arrangement, size) and glue. For each mechanical property, no less than 30 representative structural laminated materials should be randomly selected and cut from each sample. Cut out at least one mechanical property test piece, that is, the total number of test pieces for each mechanical property is not less than 30.

5 sample preparation

5.1 Water content adjustment 5.1.1 The specimen shall be placed in an environment of temperature (20 ± 2) ° C and relative humidity (65 ± 5)% before being tested for mechanical properties. Protect the selected sample once every 6h. When the difference between the last two weighings does not exceed 0.1% of the mass of the sample, the sample is considered to be balanced.

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