79.060.01 木基板材综合 标准查询与下载

UNI EN ISO 12460-3:2021 人造板甲醛释放量的测定第3部分：气体分析法

Wood-based panels - Determination of formaldehyde release - Part 3: Gas analysis method

ASTM D5456-21e1 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 defined in the governing code-referenced design standards, such as in most covered structures. 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 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 Feb. 1, 2021. Published March 2021. Originally approved in 1993. Last previous edition approved in 2019 as D5456 – 19ɛ1 . DOI: 10.1520/D5456-21E01. 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 1.7 This specification covers initial qualification sampling, mechanical and physical tests, analysis, and design value 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

DIN EN ISO 12460-3:2021 木材. 甲醛释放测定. 第3部分: 气体分析法(ISO 12460-3-2020); 德文版本EN ISO 12460-3-2020

This European Standard specifies a procedure for determination of accelerated formaldehyde release from wood-based panels using the gas analysis method. The procedure is also suitable for the testing of other materials (e. g. edge bands, floor coverings, foams, foils, laminated w

Wood-based panels - Determination of formaldehyde release - Part 3: Gas analysis method (ISO 12460-3:2020); German version EN ISO 12460-3:2020

LST EN ISO 12460-3:2020 人造板甲醛释放量的测定第3部分：气体分析法（ISO 12460-3:2020）

Wood-based panels - Determination of formaldehyde release - Part 3: Gas analysis method (ISO 12460-3:2020)

LY/T 3229-2020 人造板及其制品VOCs释放下的室内承载量规范

Specifications for indoor load-carrying capacity of artificial panels and their products under the release of VOCs

LY/T 3227-2020 木地板生产生命周期评价技术规范

Technical specifications for life cycle assessment of wood flooring production

LY/T 3230-2020 人造板及其制品挥发性有机化合物释放量分级

Classification of volatile organic compound release from artificial boards and their products

LY/T 3235-2020 负离子功能人造板及其制品通用技术要求

General technical requirements for negative ion functional artificial panels and their products

T/CNFPIA 3010-2020 聚丙烯膜饰面实木复合地板

3 术语和定义 GB/T 18259—2018 界定的以及下列术语和定义适用于本文件。 3.1 聚丙烯膜饰面实木复合地板 polypropylene film overlay engineered wood flooring 以胶合板为基材，表面覆贴聚丙烯薄膜制成的实木复合地板。 4 要求 4.1 分等 根据产品的外观质量分为优等品、一等品和合格品。 T/CNFPIA 3010—2020 2 4.2 规格尺寸及其偏差 4.2.1 规格尺寸 a) 长度：300~2400 mm； b) 宽度：60~200 mm； c) 厚度：10~18 mm。 经供需双方协议可生产其他幅面尺寸的产品。 4.2.2 尺寸偏差 尺寸偏差应符合表1规定。 表 1 尺寸偏差要求 4.3 外观质量 正面的外观质量应符合表2规定，背面的外观质量应符合 GB/T 18103—2013 中 5.3.4 规定。 表 2 表面外观质量要求 缺陷名称 表 面 优等品 一等品 合格品 色泽不均 不允许 轻微 不明显 气泡、鼓包 不允许 不允许 轻微 皱纹 不允许 轻微 不明显 疵点 不允许 轻微，每块板面不超过 1 处 不明显，每块板面不超过 2 处 污染 不允许 轻微 不明显 压痕 不允许 轻微 最大面积不超过 15 mm2， 每块板面不超过 3 处 划痕 不允许 每块宽度不超过 0.3 mm，长度不超过 25 mm，每块总长度不超过 75 mm 每块宽度不超过 0.5 mm，长度不超过 25 mm，每块总长度不超过 75 mm 项 目 要 求 厚度偏差 公称厚度 tn与平均厚度 ta之差绝对值≤0.5 mm 厚度最大值 tmax与最小值 tmin 之差≤0.5 mm 面层净长偏差 公称长度 ln≤1 500 mm 时，ln与每个测量值 lm之差绝对值≤1 mm 公称长度 ln＞1 500 mm 时，ln与每个测量值 lm之差绝对值≤2 mm 面层净宽偏差 公称宽度 wn与平均宽度 wa之差绝对值≤0.2 mm 宽度最大值 wmax与最小值 wmin 之差≤0.3 mm 直角度 qmax≤0.2 mm 边缘直度 ≤0.3 mm/m 翘曲度 宽度方向翘曲度 fw≤0.20%，长度方向翘曲度 fl ≤1.00% 拼装离缝 平均值 Oa ≤0.15 mm 最大值 Omax ≤0.20 mm 拼装高度差 平均值 ha≤0.10 mm 最大值 hmax≤0.15 mm 注：表中要求的是指拆包检验的质量要求。 T/CNFPIA 3010—2020 3 表 2 表面外观质量要求（续） 缺陷名称 表 面 优等品 一等品 合格品 榫舌缺损 不允许 不大于 2 mm 不大于 5 mm 注：在自然光或光照度 300~600 lx 范围内的近似自然光（例如 40W 日光灯）下，轻微是指正常视力在距离板面 0.5 m 以内可见到，不明显是指在距离板面 1 m 可见到，明显是指在 1 m 以外可见到。 4.4 理化性能 理化性能应符合表3规定。 表 3 理化性能要求 项 目 单 位 要 求 浸渍剥离 — 任一边的任一胶层开胶的累计长度不超过该胶层长度的 1/3， 6 块试件中有 5 块试件合格即为合格 静曲强度 MPa ≥30 弹性模量 MPa ≥4000 含水率 % 5.0～14.0 耐剥离力 N 最低值 40 N，平均值 45 N 表面耐磨 g/100 r ≤0.12，且聚丙烯膜未磨透 表面耐污染 — 5 级 表面耐干热 — 5 级 表面耐湿热性 — 5 级 耐光色牢度 级 ≥灰度卡 4 级 椅子脚轮试验 — 无分层、开裂、拼缝开脱等破坏 表面耐冷热循环 — 无裂纹、无鼓泡 甲醛释放量 mg/m3 E1 级：≤0.124 E0 级：≤0.050 无醛级：≤0.025 总挥发性有机化合物 （TVOC）的释放率 mg/(m2·h) (72h) ≤0.50 可溶性重金属（铅、镉、 铬、汞）总含量 mg/kg ≤100 5 检验方法 5.1 外观质量检验 按 LY/T 1279—2008 中 6.1 规定进行。 5.2 规格尺寸检验 按 GB/T 18103—2013 中 6.2 规定进行。 T/CNFPIA 3010—2020 4 5.3 理化性能 5.3.1 试样和试件的制取及尺寸、数量规定 5.3.1.1 样本及试样应在生产后存放 24h 以上的产品中抽取。 5.3.1.2 在样本中随机抽取 2.5 m2且不少于 5 块地板作为试样。试件的制取位置、尺寸规格及数量应 符合图 1 和表 4 的要求。试件在锯制时，应避开缺陷。如地板尺寸偏小，无法满足试件尺寸和数量的要 求，可继续随机从样本中抽取，直至能锯制出所要求的全部试件为止。 图1 去除榫槽后制取部分理化性能取样示意图 表 4 理化性能测试试件尺寸及数量 检验项目 试件尺寸（长×宽）/mm 试件数量/块 试件编号 浸渍剥离 75.0×75.0 6 1 静曲强度 250.0×50.0 6 2 弹性模量 250.0×50.0 6 2 含水率 75.0×75.0 4 3 耐剥离力 100.0×25.0 9 4 表面耐磨 100.0×100.0 1 5 表面耐污染 300.0×板宽 1 6 表面耐干热 230.0×板宽 2 7 表面耐湿热性 230.0×板宽 2 7 耐光色牢度 随设备而定 1 任意 椅子脚轮试验 地板拼装后裁取可满足直径 750mm 以 上的试验区，且至少有 1 条拼缝 / 任意 表面耐冷热循环 100.0×100.0 2 8 甲醛释放量 按 GB 18580—2017 中相应的规定进行 总挥发性有机化合物 （TVOC）的释放率 按 HJ 571—2010 中相应的规定进行 可溶性重金属（铅、镉、铬、 汞）总含量 按 GB/T 35601—2017 中相应的规定进行 T/CNFPIA 3010—2020 5 5.3.2 浸渍剥离 按 GB/T 18103—2013 中 6.3.2 规定的方法进行。 5.3.3 静曲强度和弹性模量 按 GB/T 18103—2013 中 6.3.4 规定的方法进行。 5.3.4 含水率 按 GB/T 18103—2013 中 6.3.3 规定的方法进行。 5.3.5 耐剥离力 按 LY/T 1279—2008 中 6.3.2.10 规定的方法进行。 5.3.6 表面耐磨 按 GB/T 17657—2013 中 4.44 规定的方法进行。 5.3.7 表面耐污染 按 GB/T 17657—2013 中 4.40 规定的方法进行。 5.3.8 表面耐干热 按 GB/T 17657—2013 中 4.46 规定的方法进行。 5.3.9 表面耐湿热 按 GB/T 17657—2013 中 4.48 规定的方法进行。 5.3.10 耐光色牢度 按 GB/T 17657—2013 中 4.30 规定的方法进行。 5.3.11 椅子脚轮试验 按 GB/T 4085—2015 中附录B规定的方法进行。 5.3.12 表面耐冷热循环 按 GB/T 17657—2013 中 4.37 规定的方法进行。 5.3.13 甲醛释放量 按 GB 18580—2017 规定的方法进行。 5.3.14 总挥发性有机化合物的释放率 按 HJ 571—2010 规定的方法进行。 5.3.15 可溶性重金属总含量 按 GB/T 35601—2017 规定的方法进行，其中试样制备按 GB/T 33042—2016 中 6.5 规定的方法 进行。 T/CNFPIA 3010—2020 6 6 检验规则 6.1 检验分类 产品检验分出厂检验和型式检验。 6.1.1 出厂检验 出厂检验应包括： a) 外观质量； b) 规格尺寸； c) 理化性能中的含水率、浸渍剥离、表面耐磨和耐剥离力。 6.1.2 型式检验 型式检验应包括第4章要求中的全部项目。正常生产时，每年型式检验不少于两次。 有下列情况之一时，应进行型式检验： a) 原辅材料及生产工艺发生较大的变动时； b) 停产三个月以上，恢复生产时； c) 新产品投产或转产时； d) 质量监管机构提出型式检验要求时。 6.2 抽样方案和判定原则 6.2.1 基本要求 聚丙烯膜饰面实木复合地板的产品质量检验，应在同一批次、同一规格、同一类产品中按规定抽取 试样，并对所抽取试样逐一检验，试样均按块计数。 6.2.2 外观质量 按 GB/T 18103—2013 中 7.2.2 规定进行。 6.2.3 规格尺寸 按 GB/T 18103—2013 中 7.2.3 规定进行。 6.2.4 理化性能 6.2.4.1 抽样方案 理化性能检验的抽样方案见表5，初检样本检验结果有某项指标不合格时，允许进行复检一次，在 同批产品中加倍抽取样品对不合格项进行复检，复检后全部合格，判为合格；若有一项不合格，判为不 合格。 表 5 理化性能抽样方案 提交检查批的成品数量/块 初检抽样数/组 复检抽样数/组 ≤1000 1 2 ≥1001 2 4 注：每组样品面积不小于2.5 m2，且不少于5块地板。 如样品规格小，按以上方案抽取的样品不能满足试验要求时，可适当增加抽样数量。 T/CNFPIA 3010—2020 7 6.2.4.2 检验结果的判断 6.2.4.2.1 地板试样的含水率、弹性模量平均值满足本文件规定要求，该地板试样的含水率、弹性模 量判为合格，否则判为不合格。 6.2.4.2.2 地板试样的静曲强度的平均值满足本文件规定要求，且最小值不小于本文件规定值的80%， 该地板试样的静曲强度判为合格，否则判为不合格。 6.2.4.2.3 地板试样的浸渍剥离、耐剥离力、表面耐磨、表面耐污染、表面耐干热、表面耐湿热性、 耐光色牢度、椅子脚轮试验、表面耐冷热循环、甲醛释放量、总挥发性有机化合物（TVOC）的释放率 和可溶性重金属（铅、镉、铬、汞）总含量均达到本文件规定要求，该地板试样的上述性能判为合格， 否则判为不合格。 6.2.4.2.4 当地板试样的各项理化性能检验均合格时，该批产品理化性能判为合格，否则判为不合格。 6.3 综合判断 样本外观质量、规格尺寸和理化性能检验结果全部达到相应等级要求时判为该批产品合格，否则该 批产品不合格。 6.4 检验报告 检验报告内容应包括： a) 被检产品的名称、类别、等级、检验依据的文件、检验类别和检验项目等； b) 检验结果及其结论； c) 检验过程中出现的各种异常情况以及有必要说明的问题。 7 标志、包装、运输和贮存 7.1 标志 7.1.1 产品标志 产品入库前，应在适当部位标记产品的品牌、生产日期、生产批次和甲醛释放量等级等信息。 7.1.2 包装标签 包装标签上应有生产厂家名称、地址、联系方式、产品名称、执行文件编号、生产日期、数量、等 级等。 7.2 包装 产品出厂时应按产品类别、规格、等级分别包装。包装内应有产品合格证。包装要做到产品免受磕 碰、划伤和污损。包装要求亦可由供需双方商定。 7.3 运输和贮存 产品在运输和贮存过程中应平整堆放，防止污损，不得受潮、雨淋和曝晒。  贮存时应按类别、规格、等级分别堆放，每堆应有相应的标记。

Polypropylene film overlay engineered wood flooring

ASTM D7989-20 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

DS/EN ISO 12460-3:2020 人造板《甲醛释放量的测定》第3部分：气体分析法（ISO 12460-3:2020）

Wood-based panels – Determination of formaldehyde release – Part 3: Gas analysis method (ISO 12460-3:2020)

DS/ISO 12460-3:2020 人造板《甲醛释放量的测定》第3部分：气体分析法

Wood-based panels – Determination of formaldehyde release – Part 3: Gas analysis method

BS EN ISO 12460-3:2020 木质板材. 甲醛释放量的测定. 气体分析法

Wood-based panels. Determination of formaldehyde release. Gas analysis method

EN ISO 12460-3:2020 人造板.甲醛释放量的测定.第3部分:气体分析法

This document specifies a procedure for determination of accelerated formaldehyde release from uncoated and coated wood-based panels using the gas analysis method. The procedure is also suitable for the testing of other materials (e.g. edge bands, floor coverings, foams, foils, laminated wood products, veneered wood products, coated wood products).

Wood-based panels - Determination of formaldehyde release - Part 3: Gas analysis method (ISO 12460-3:2020)

ISO 12460-3:2020 木质板 - 甲醛释放测定 - 第3部分:气体分析方法

This document specifies a procedure for determination of accelerated formaldehyde release from uncoated and coated wood-based panels using the gas analysis method. The procedure is also suitable for the testing of other materials (e.g. edge bands, floor coverings, foams, foils, laminated wood products, veneered wood products, coated wood products).

Wood-based panels — Determination of formaldehyde release — Part 3: Gas analysis method

ASTM D7250/D7250M-20 确定三明治梁弯曲和剪切刚度的标准实践

1.1 This practice covers determination of the flexural and transverse shear stiffness properties of flat sandwich constructions subjected to flexure in such a manner that the applied moments produce curvature of the sandwich facing planes. Permissible core material forms include those with continuous bonding surfaces (such as balsa wood and foams) as well as those with discontinuous bonding surfaces (such as honeycomb). The calculation methods in this practice are limited to sandwich beams exhibiting linear force-deflection response. This practice uses test results obtained from Test Methods C393/C393M or D7249/D7249M, or both. 1.2 Units—The values stated in either SI units or inchpound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined. 1.2.1 Within the text, the inch-pound units are shown in brackets. 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 Determining Sandwich Beam Flexural and Shear Stiffness

ASTM D7249/D7249M-20 用长梁挠曲法测定三明治结构表面性能的标准试验方法

1.1 This test method covers determination of facesheet properties of flat sandwich constructions subjected to flexure in such a manner that the applied moments produce curvature of the sandwich facesheet planes and result in compressive and tensile forces in the facesheets. Permissible core material forms include those with continuous bonding surfaces (such as balsa wood and foams) as well as those with discontinuous bonding surfaces (such as honeycomb). 1.2 Units—The values stated in either SI units or inchpound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined. 1.2.1 Within the text, the inch-pound units are shown in brackets. 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. NOTE 1—Alternate procedures for determining the compressive strength of unidirectional polymer matrix composites materials in a sandwich beam configuration may be found in Test Method D5467/ D5467M. 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 Test Method for Facesheet Properties of Sandwich Constructions by Long Beam Flexure

KS F ISO 16979:2020 木质面板 - 含水量的测定

Wood-based panels — Determination of moisture content

KS F ISO 16979-2020 木质面板 - 含水量的测定

Wood-based panels — Determination of moisture content

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