79.060.01 木基板材综合 标准查询与下载

ASTM D7672-19 轮辋板产品和组件结构能力评定的标准规范

1.1 This specification provides procedures for testing and establishing the structural capacities of proprietary rim board products and assemblies for use in light-frame wood construction using I-joist or structural composite lumber joist framing. This specification does not apply to commodity rim board products. 1.2 This specification was developed in light of currently manufactured panel, structural composite lumber, and prefabricated I-joist rim board products as defined in 3.2. Materials that do not conform to the definitions of 3.2 are beyond the scope of this specification. 1.3 Fire safety, sound transmission, building envelope performance, and cutting/notching attributes of rim board products and assemblies fall outside the scope of this specification. 1.4 This specification primarily considers end use in dry service conditions, such as most protected framing members, where the equilibrium moisture content for solid-sawn lumber is less than 16 %. 1.5 This specification provides methods to establish “allowable stress” design resistances for use with the National Design Specification for Wood Construction (NDS). Derivation of design resistances from the test data in accordance with “load and resistance factor design” or “limit states design” are beyond the scope of this specification. 1.6 Quality control requirements are outside the scope of this Specification. 1.7 The performance of a rim board product will be affected by the constituent wood species, geometry, adhesive, and production parameters. Therefore, rim board products produced by each individual manufacturer shall be evaluated to determine their product properties, regardless of the similarity in characteristics to products produced by other manufacturers. 1.8 Where a manufacturer produces product in more than one facility, each production facility shall be evaluated independently. For additional production facilities, any revisions to the full qualification program in accordance with this specification shall be approved by an accredited, independent qualifying agency. 1.9 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.10 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. 1 This specification is under the jurisdiction of ASTM Committee D07 on Wood and is the direct responsibility of Subcommittee D07.05 on Wood Assemblies. Current edition approved Nov. 1, 2019. Published December 2019. Originally approved in 2011. Last previous edition approved in 2014 as D7672–14ɛ1 . DOI: 10.1520/D7672–19. Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee. 1 1.11 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Evaluating Structural Capacities of Rim Board Products and Assemblies

T/CSF 009-2019 竹木复合集装箱底板

本标准规定了竹木复合集装箱底板的术语和定义，分类，技术要求，检验方法，检验规则，标志、包装、运输和贮存。 本标准适用于由竹材与木材复合而成的货物集装箱底板。

Bamboo-wood composite for container flooring

T/WJJSH 002-2019 木饰面板

本标准规定了木饰面板的术语和定义、分类、要求、试验方法、检验规则及标志、包装、运输、贮存。 本标准适用于室内用木饰面板。

wood veneer

ASTM D7433-19 覆层人造板表面吸水率测量的标准试验方法

1.1 This test method covers the determination of the quantity of water absorbed in a specified time through the surface of an overlaid wood-based panel. The test method measures the rate of water gain within a controlled surface area of the overlaid panel surface when exposed to standing water. The method was adapted from the principles of Test Method D5795. 1.2 This test method is applicable to various overlaid wood-based panels including, but not limited to, plywood (such as MDO grades and HDO grades referenced in PS 1–09), oriented strand board, medium density fiberboard, particleboard, and hardboard. 1.3 This test method does not address sampling procedures, number of replications nor performance criteria since those details vary depending upon the purpose of the testing and the type of product. The method is specific to the panel surface and does not evaluate water absorption or edge swell that may occur along panel edges. The method does not consider the variables related to in-service moisture conditions and therefore does not claim to directly relate to water absorption that may occur in actual panel use situations. 1.4 The values stated in SI units are to be regarded as standard. The values given in parentheses are for information only. 1.5 This test method does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this test method to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Test Method for Measuring Surface Water Absorption of Overlaid Wood-Based Panels

ASTM D5456-19 结构复合木材产品评定的标准规范

Standard Specification for Evaluation of Structural Composite Lumber Products

ASTM D5456-19e1 结构复合木材产品评定的标准规范

Standard Specification for Evaluation of Structural Composite Lumber Products

T/ZZB 0945-2019 定制家具用绿色浸渍胶膜纸饰面胶合板和细木工板

本标准规定了定制家具用绿色浸渍胶膜纸饰面胶合板和细木工板的术语和定义、产品分类、基本要求、技术要求、检验方法、检验规则、标识、包装、运输、贮存以及质量承诺。 本标准适用于定制家具用绿色浸渍胶膜纸饰面胶合板和细木工板。

Green surface decorated plywood and blockboard with paper impregnated thermosetting resins for custom-made housing product

T/ZZB 0947-2019 可直接饰面定向结构板

本标准规定了可直接饰面定向结构板的术语和定义、分类、基本要求、技术要求、检验方法、检验规则、标识、包装、运输、贮存、质量承诺。 本标准适用于可直接饰面定向结构板。

Oriented strand board can be directly decorated

LY/T 3045-2018 人造板生产生命周期评价技术规范

Technical Specification for Life Cycle Assessment of Artificial Panel Production

T/ZZB 0912-2018 重组装饰单板

本标准规定了重组装饰单板的术语和定义、分类、基本要求、技术要求、试验方法、检验规则、标志、包装、运输、贮存以及质量承诺。 本标准适用于重组装饰材加工而成的重组装饰单板。

Reconstituted decorative veneer

ASTM E1307-18 平屋面板用预处理的非金属复合面与结构芯的表面制备和结构粘合的标准实施规程

1.1 This practice covers the materials, processes, and quality controls to be used in the manufacture of durable adhesive bonded, nonmetallic faced, flat sandwich panels for rigid wall relocatable shelters. 1.2 The values stated in SI units are to be regarded as standard. The values given in parentheses are mathematical conversions to inch-pound units that are provided for information only and are not considered standard. 1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Practice for Surface Preparation and Structural Adhesive Bonding of Precured, Nonmetallic Composite Facings to Structural Core for Flat Shelter Panels

ISO 12460-2:2018 人造板.甲醛释放量的测定.第2部分：小型小室法

This document specifies a test method to measure the formaldehyde concentrations in air from wood products under defined test conditions of temperature and relative humidity. Results obtained from this small-scale chamber test method are often used for quality assurance and can be comparable to, or can provide useful correlations to, results obtained from testing larger product samples in larger chamber test methods for wood products, such as the 1 m3 chamber method specified in ISO 12460-1. NOTE 1 This document is based on the general principles and methods of ASTM D 6007. NOTE 2 release. For factory production control the derived test methods according to this document, ISO 12460-3,

Wood-based panels - Determination of formaldehyde release - Part 2: Small-scale chamber method

ASTM D7989-18 用木结构面板对木框剪力墙进行等效平面横向抗震性能的标准实践

Standard Practice for Demonstrating Equivalent In-Plane Lateral Seismic Performance to Wood-Frame Shear Walls Sheathed with Wood Structural Panels

T/CNFPIA 3002-2018 无醛人造板及其制品

本标准包括8部分。  1. 本标准第1部分规定了标准应用范围。主要对人造板及其制品的甲醛释放进行限量。 2.本标准第2部分规定了规范性引用文件，包含了10个引用标准，重点参考了各相关产品的抽样方案，并依据GB/T 17657-2013人造板及饰面人造板理化性能试验方法对人造板的甲醛释放量进行测试。 3.本标准第3部分规定了各种术语及其定义，其中列举了标准中所涉及的名词和专有术语。 4.本标准第4部分规定了无醛人造板及其制品的要求。分为甲醛、VOC、重金属等项目，其中对人造板基材要求材料无醛添加，且甲醛释放量符合指标要求（≤0.03mg/100g）；对人造板制品的VOC挥发进行了限定；对色漆饰面人造板产品的重金属含量进行了要求，可以引领行业发展方向。 5.本标准第5部分规定了无醛人造板及其制品的测试方法。这部分内容以现行的国家标准GB/T 17657-2013《人造板及饰面人造板理化性能试验方法》为依据，采用1m3气候箱法进行验证测试，同时考虑到产品生产过程中无醛添加，允许生产工厂不对产品的甲醛释放量进行日常质量控制测试，适用时，可以采用准GB/T 17657-2013中规定的其它方法进行测试。 6. 本标准第6部分规定了检验规则。依据现行产品标准中对产品的抽样规则进行了描述和引用，此外，对重复试验进行了明确规定，内容与人造板及其制品行业相关标准保持一致。 7. 本标准第7部分对无醛人造板及其制品的标识、包装、贮存及运输进行了要求，内容与人造板及其制品行业相关标准保持一致。 8.本标准第8部分赋予国家政府机构和林产工业协会对对采用本团体标准的企业进行监督的权利，并对人造板生产企业的记录保持提出了一定的要求，以此保障相关标识和声明的可靠性。

Biomaterial-based composite panels and finishing products of no-added formaldehyde

T/DBXH 001-2018 木质复合地板中的甲醛释放限量

木质复合地板甲醛释放限量 气候箱法:E1≤0.124mg/m3 气候箱法:E0≤0.05mg/m3 干燥器法:≤1.0 mg/L

Limit of Formaldehyde Emission of Wood composite Flooring

ASTM D3737-18 建立结构胶合层压木材允许性能的标准实践（胶合）

1.1 This practice covers the procedures for establishing allowable properties for structural glued laminated timber. Included are the allowable stresses for bending, tension and compression parallel to the grain, horizontal shear, compression perpendicular to the grain, and radial tension and compression in curved members. Also included are modulus of elasticity and modulus of rigidity. 1.2 This practice is limited to the calculation of allowable properties subject to the given procedures for the selection and arrangement of grades of lumber of the species considered. 1.3 Requirements for production, inspection and certification are not included, but in order to justify the allowable properties developed using procedures in this practice, manufacturers must conform to recognized manufacturing standards. Refer to ANSI A190.1 and CSA O122. 1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Practice for Establishing Allowable Properties for Structural Glued Laminated Timber (Glulam)

ASTM D5456-18 结构复合木材产品评定的标准规范

1.1 This specification recognizes the complexity of structural glued products. Consequently, this specification covers both specific procedures and statements of intent that sampling and analysis must relate to the specific product. 1.2 This specification was developed in the light of currently manufactured products as defined in 3.2. Materials that do not conform to the definitions are beyond the scope of this specification. A brief discussion is found in Appendix X2. 1.3 Details of manufacturing procedures are beyond the scope of this specification. NOTE 1—There is some potential for manufacturing variables to affect the properties of members that are loaded for sustained periods of time. Users of this specification are advised to consider the commentary on this topic in Appendix X2. 1.4 This specification primarily considers end use in dry service conditions, such as with most protected framing members, where the average equilibrium moisture content for solid-sawn lumber is less than 16 %. The conditioning environment of 6.3 is considered representative of such uses. 1.5 The performance of structural composite lumber is affected by wood species, wood element size and shape, and adhesive and production parameters. Therefore, products produced by each individual manufacturer shall be evaluated to determine their product properties, regardless of the similarity in characteristics to products produced by other manufacturers. Where a manufacturer produces product in more than one facility, each production facility shall be evaluated independently. For additional production facilities, any revisions to the full qualification program in accordance with this specification shall be approved by the independent qualifying agency. 1.6 This specification is intended to provide manufacturers, regulatory agencies, and end users with a means to evaluate a composite lumber product intended for use as a structural material. 1.7 This specification covers initial qualification sampling, mechanical and physical tests, analysis, and design value 1 This specification is under the jurisdiction of ASTM Committee D07 on Wood and is the direct responsibility of Subcommittee D07.02 on Lumber and Engineered Wood Products. Current edition approved April 1, 2018. Published May 2018. Originally approved in 1993. Last previous edition approved in 2017 as D5456 – 17ɛ1 . DOI: 10.1520/D5456-18. Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee. 1 assignments. Requirements for a quality-control program and cumulative evaluations are included to ensure maintenance of allowable design values for the product. 1.8 This specification, or parts thereof, shall be applicable to structural composite lumber portions of manufactured structural components. 1.9 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.10 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.11 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Evaluation of Structural Composite Lumber Products

ASTM D7249/D7249M-18 用长梁挠曲法测定三明治结构表面性能的标准试验方法

Standard Test Method for Facesheet Properties of Sandwich Constructions by Long Beam Flexure

ASTM D3737-18e1 建立结构胶合层压木材允许性能的标准实践（胶合）

1.1 This practice covers the procedures for establishing allowable properties for structural glued laminated timber. Included are the allowable stresses for bending, tension and compression parallel to the grain, horizontal shear, compression perpendicular to the grain, and radial tension and compression in curved members. Also included are modulus of elasticity and modulus of rigidity. 1.2 This practice is limited to the calculation of allowable properties subject to the given procedures for the selection and arrangement of grades of lumber of the species considered. 1.3 Requirements for production, inspection and certification are not included, but in order to justify the allowable properties developed using procedures in this practice, manufacturers must conform to recognized manufacturing standards. Refer to ANSI A190.1 and CSA O122. 1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Practice for Establishing Allowable Properties for Structural Glued Laminated Timber (Glulam)

ASTM D3043-17 挠性结构板的标准试验方法

1.1 These test methods determine the flexural properties of strips cut from structural panels or panels up to 4 by 8 ft in size. Structural panels in use include plywood, waferboard, oriented strand board, and composites of veneer and of wood-based layers. Four methods of tests are included: Sections Method A—Center-Point Flexure Test 5 Method B—Two-Point Flexure Test 6 Method C—Large Panel Test 7 Method D—Flexure Test for Quality Assurance 8 The choice of method will be dictated by the purpose of the test, type of material, and equipment availability. All methods are applicable to material that is relatively uniform in strength and stiffness properties. Only Method C should be used to test material suspected of having strength or stiffness variations within a panel caused by density variations, knots, knot-holes, areas of distorted grain, fungal attack, or wide growth variations. However, Method B may be used to evaluate certain features such as core gaps and veneer joints in plywood panels where effects are readily projected to full panels. Method C generally is preferred where size of test material permits. Moments applied to fail specimens tested by Method A, B or D in which large deflections occur can be considerably larger than nominal. An approximate correction can be made. 1.2 Method A, Center-Point Flexure Test—This method is applicable to material that is uniform with respect to elastic and strength properties. Total deflection, and modulus of elasticity computed from it, include a relatively constant component attributable to shear deformation. It is well suited to investigations of many variables that influence properties uniformly throughout the panel in controlled studies and to test small, defect-free control specimens cut from large panels containing defects tested by the large-specimen method. 1.3 Method B, Two-Point Flexure Test—This method, like Method A, is suited to the investigation of factors that influence strength and elastic properties uniformly throughout the panel, in controlled studies, and to testing small, defect free control specimens cut from large specimens tested by Method C. However, it may be used to determine the effects of finger joints, veneer joints and gaps, and other features which can be placed entirely between the load points and whose effects can be projected readily to full panel width. Deflection and modulus of elasticity obtained from this method are related to flexural stress only and do not contain a shear component. Significant errors in modulus of rupture can occur when nominal moment is used (see Appendix X1). 1.4 Method C, Large Panel Test—This method is ideally suited for evaluating effects of knots, knot-holes, areas of sloping grain, and patches for their effect on standard full-size panels. It is equally well suited for testing uniform or clear material whenever specimen size is adequate. Specimen size and span above certain minimums are quite flexible. It is preferred when equipment is available. 1.5 Method D, Flexure Test for Quality Assurance—This method, like Method A, is well suited to the investigation of factors that influence bending strength and stiffness properties. Also like Method A, this method uses small specimens in a center-point simple span test configuration. This method uses a span to depth ratio, specimen width, test fixture and test speed that make the method well suited for quality assurance. The method is frequently used for quality assurance testing of oriented strand board. 1.6 All methods can be used to determine modulus of elasticity with sufficient accuracy. Modulus of rupture determined by Methods A, B or D is subject to errors up to and sometimes exceeding 20 % depending upon span, loading, and deflection at failure unless moment is computed in the rigorous manner outlined in Appendix X1 or corrections are made in other ways. These errors are not present in Method C. 1.7 When comparisons are desired between results of specimen groups, it is good practice to use the same method of test for all specimens, thus eliminating possible differences relatable to test method. 1.8 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1 These methods are under the jurisdiction of ASTM Committee D07 on Wood and are the direct responsibility of Subcommittee D07.03 on Panel Products. Current edition approved Nov. 15, 2017. Published December 2017. Originally approved in 1972. Last previous edition approved in 2011 as D3043 – 00 (2011). DOI: 10.1520/D3043-17. Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee. 1 1.9 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Test Methods for Structural Panels in Flexure