EAD 130089-01-0304: 2024结构指接、湿态、冷态或湿冷胶合实木木材CE认证/ETA认证详解-上海郜盟

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结构指接、湿态、冷态或湿冷胶合实木木材ce认证标准-ETA认证

EAD 130089-01-0304: 2024

Structural finger-jointed, wet, cold or wet and cold glued solid timber

结构指接、湿态、冷态或湿冷胶合实木木材

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The EAD covers structural finger-jointed, wet, cold or wet and cold glued solid timber (in the following referred to as "structural finger-jointed timber") made of one of the following softwood species: Norway spruce (Picea abies, PCAB), Fir (Abies alba, ABAL) and Scots pine redwood (Pinus syilvestris, PNSY) graded in accordance with EN 14081-11,

上海郜盟提示EAD 涵盖了由以下几种软木树种制成的结构用指接木材：挪威云杉（Picea abies, PCAB）、冷杉（Abies alba, ABAL）和苏格兰松红栎（Pinus syivestris, PNSY）。这些木材的等级评定依据的是 EN 14081-1 标准。

The structural finger-jointed timber consists of only one species throughout. The assessment shall be carried out for every species. Norway spruce and Fir are considered as one species.

结构指接木材在整个过程中仅由一种树种组成。评估应针对每种树种进行。挪威云杉和

冷杉被视为同一树种。

The timber members of structural finger-jointed timber are battens, boards, planks or square timbers

结构指接木的木材构件包括槽板、板材、单板或方木。

The definitions of battens, boards, planks and square timbers are given in clause 1.3. Within this EAD the width b is always the larger dimension of the cross section and the depth h is always the smaller dimension of the cross section independent of the actual orientation of the timber when installed. The assessment methods as given in this EAD are based on the following limitations:

-The width b is not less than 50 mm and not more than 300 mm.

-The depth h is not less than 30 mm and not more than 160 mm.

-The dimensions refer to a moisture content of 20 %.

-The dimensions of the structural finger-jointed timber are within tolerance class 1 of EN 336, clause 4.3, Table 1.

-The maximum glue line thickness of the finger joints is 0,1 mm.

木条、木板、木板条和方木的定义载于第 1.3 条。在本 EAD 中，宽度 b 始终为截面中较大的尺寸，而深度 h 则始终为截面中较小的尺寸，这并不取决于木材实际安装时的方位。本 EAD 中所给出的评估方法基于以下限制条件：

-宽度 b 不得小于 50 毫米且不得超过 300 毫米。

-深度 h 不得小于 30 毫米且不得超过 160 毫米。

-这些尺寸指的是含水量达到20%。

-结构指接木材的尺寸符合 EN 336 第 4.3 条表 1 的第 1 等级公差范围。

-手指关节处的胶线最大厚度为 0.1 毫米。

One component polyurethane formaldehyde-free adhesives type EN 15425190 FJ 0,1, EN 15425170 FJ 0,1, EN 15425170 GP 0,3 and EN 15425 190 GP 0,3 in accordance with EN 15425, clause 4, Table1 are used to glue the finger joints. The adhesives are tested in accordance with EN 15425, clauses 5.2 to 5.7.1, 5.8, 5.9 and 7.3. They fulfil the requirements given in these clauses.

根据EN15425条款4表1的规定，使用了以下几种成分的聚氨酯无醛胶粘剂:EN15425190FJ0.1、EN15425170 FJ0.1、EN15425170 GP 0.3以及EN15425190 GP 0.3。这些胶粘剂用于粘合手指关节部位。胶粘剂的测试结果符合EN15425中条款5.2至5.7.1、5.8、5.9和7.3的要求。它们均满足上述条款中提出的各项要求。

Battens are either only wet glued (see clause 1.3.6), only cold glued (see clause 1.3.7) or wet and cold glued. Boards, planks and square timbers are only cold glued.

木条仅湿胶(见条款1.3.6)、仅冷胶(见条款1.3.7)或湿冷胶。板材、板和方木仅冷胶

Structural finger jointed timber treated with fire retardants and the use of recycled materials are not covered by this EAD.

经防火剂处理的结构指接木及使用再生材料的情况不在本EAD范围内。

The product is not fully covered by the following harmonised technical specification: EN 15497. With regard to the release of dangerous substances as volatile organic compounds no assessment method is given therein, and the assessment method with regard to formaldehyde emission derived from formaldehyde-containing adhesives given in Annex A is not appropriate for preservative-treated structured finger jointed timber.

该产品并未完全符合以下统一技术规范EN15497的涵盖范围。关于释放作为挥发性有机化合物的危险物质方面，该规范中并未提供任何评估方法;而附件A中针对含甲醛胶粘剂所致的甲醛排放的评估方法，对于经防腐处理的结构化指接木材并不适用。

Battens with wet glued or wet and cold glued or cold glued finger joints

带有湿粘接或湿冷粘接或冷粘接指接的木条。

Deviating from EN 15497, Annex G.4.4, timber members with different moisture contents are used to bond the finger joints. This EAD covers timber members with a difference of the moisture content of up to 20 percentage points. Furthermore, the moisture content of the timber members can exceed 18 % but is not higher than 40 %.

与EN15497的附录G.4.4规定不同，采用含水量不同的木材构件来连接指接接合部位。本EAD适用于木材构件的含水量差异可达20个百分点的情况。此外，木材构件的含水量可超过18%，但不得超过40%

Additionally, the timber and air temperature in the production facility and during the curing process can be lower than 15 °C but not lower than 5 °C.

此外，生产设施内木材和空气温度在固化过程中可低于15°C，但不得低于5°C。

Boards, planks and square timbers with cold glued finger joints

带有冷粘接指状接缝的板材、木板和方木

Deviating from EN 15497 the timber temperature during the gluing process is lower than 15 °C but is not lower than 5 °C. The air temperature in the production facility at gluing and during the curing process can be lower than 18 °C but is not lower than 5 °C.

与EN15497标准不同，木材在胶合过程中的温度低于15°C，但不得低于5°C。在胶合及固化过程中，生产设施内的空气温度可能低于18°C，但不得低于5°C。

Hence, due to the introduction of lower temperatures and possible different moistures of adherends as well as the use of timber members with high moisture content, other assessment methods as those given in EN 15497 are necessary.

因此，由于引入了较低的温度以及可能存在的不同被粘物湿度，加之使用了含湿量较高的

木材构件，有必要采用与EN15497中所列的其他评估方法相类似的方法。

The product is not fully covered by EAD 130089-00-0304. Compared to the previous version of the EAD.the following changes are introduced: This EAD covers also structural, only cold glued finger jointed timber with larger dimensions up to a width b of 300 mm and up to a depth h of 160 mm.

该产品并未完全涵盖于EAD130089-00-0304的适用范围之内。与先前的EAD版本相比，本次更新引入了以下变动:本EAD亦涵盖结构部分，仅限于采用冷胶接指接工艺制成的木材，其尺寸范围可达宽度b为300毫米、深度h为160毫米。

The structural finger-jointed timber is manufactured in accordance with the provisions given in EN 15497,Annex G, clauses G.4.1 to G.4.3, G.4.5, G.4.6 and G.4.7.

结构指接木应按照EN15497标准附录G中第G.4.1至G.4.3、G.4.5、G.4.6和G.4.7条款的规定制造。

The scope of this EAD is limited to:

-structural finger-jointed timber with a minimum moisture content of the timber members of 8 %,

-structural finger-jointed timber that is manufactured in a maximum timber and air temperature of 30 °C in the production facility and during the curing process,structural finger-jointed timber with Kcold≥0.7assessed in accordance with equation (2.2.2.3.2),

-structural finger-jointed timber, that is applied with a moisture content of s 20 % in use,

-battens made of structural finger-jointed wet and cold glued solid timber with a maximum span of 1.0 m,

-structural finger-jointed timber without and with preservative treatment,

-structural finger jointed battens with a characteristic value of the bending strength assessed as given in clause 2.2.2.1, item 2 and 3 and clause 2.2.2.2 higher than or equal to the reference value, here taken as the characteristic bending strength of the solid, unjointed timber with corresponding cross section and moisture content, as provided in EN 15497, clause 5.1.3.

本 EAD 的适用范围仅限于:

-结构用指接木材，其木材构件的最低含水量应为 8%

-结构指接木材是在生产设施内及固化过程中以最高木材和空气温度 30 °C 条件下进行制造的。根据公式（2.2.2.3.2）评估的结构指接木材 Kcold ≥ 0.7

-结构用指接木材，其使用时的含水率应保持在 20% 以下

-由结构用指接湿冷胶合实木制成的檩条，最大跨度为 1.0 米

-结构用指接木材，未经防腐处理及经防腐处理两种情况

-结构用指接板条，其弯曲强度特性值（根据第 2.2.2.1 条第 2 和 3 项以及第 2.2.2 .2 条的规定进行评估）高于或等于参考值（此处取为实心、未接合木材所具有的相应截面和含水量条件下的典型弯曲强度），该木材特性符合 EN 15497 第 5.1.3 条的规定。

Concerning product packaging, transport, storage, maintenance, replacement and repair it is the responsibility of the manufacturer to undertake the appropriate measures and to advise his clients on the transport, storage, maintenance, replacement and repair of the product as he considers necessary.

关于产品的包装、运输、储存、维护、更换和修理事宜，制造商有责任采取相应措施，并在其认为必要的情况下向客户提供有关产品运输、储存、维护、更换及修理方面的建议。

It is assumed that the product will be installed in accordance with the manufacturer's instructions or (in absence of such instructions) in accordance with the usual practice of the building professionals. The structural finger- jointed timber is intended to be installed with a moisture content of s 20 %.

据推测，该产品将依照制造商的说明进行安装，或者(在无此类说明的情况下)按照建筑专业人员的惯常做法进行安装。结构用指接木材的含水率应控制在20%的水平。

Relevant manufacturer's stipulations, e.g., with regard to the intended end use conditions, having influence on the performance of the product covered by this European Assessment Document shall be considered for the determination of the performance and detailed in the ETA as long as the details of the assessment methods as laid down in this EAD are respected.

相关制造商的规定(例如关于预期最终使用条件的规定)将对本欧洲评估文件所涵盖产品的性能产生影响，在确定性能时需予以考虑，相关内容将详细载于ETA中，前提是需遵守本EAD中所规定的评估方法的各项细则。

What is an EAD?什么是EAD？

A European Assessment Document, or EAD for short, is a harmonised technical specification developed by EOTA as the basis for European Technical Assessments (ETAs).上海郜盟提示欧洲评估文件（简称EAD）是由欧洲技术认证组织（EOTA）制定的统一技术规范，作为欧洲技术评估（ETA）的基础。

In combination with the ETA, the EAD provides manufacturers with a way to CE marking for construction products that are not or not fully covered by a harmonised European standard (hEN) under the Construction Products Regulation (EU) 305/2011. The CE marking allows the manufacturer to freely market his product in the entire European Economic Area as well as in Switzerland and Turkey.

结合ETA，EAD为制造商提供了一种对未被或未完全被《建筑产品法规》（EU）305/2011所涵盖的协调欧洲标准（hEN）覆盖的建筑产品进行CE标志认证的途径。获得CE标志后，制造商即可在全部欧洲经济区以及瑞士和土耳其自由销售其产品。

Finished floor or ceiling covering as well as possible sound reducing materials are not part of the kit.

完成的地板或天花板覆盖物以及可能的隔音材料不属于套件的一部分。

This EAD is not applicable when

-timber treatments (preservatives, fire and flame retardants) are used, and/or

-recycled material is used.

此 EAD 在下列情况下不适用:

-木材处理工艺（防腐剂、防火阻燃剂）被应用于其中，且/或

-使用了回收材料。

It is assumed that the product will be installed according to the manufacturer's product installation instructions (MPl) or (in absence of such instructions) according to the usual practice of the building professionals

假定该产品将按照制造商的产品安装说明（MPl）进行安装，或者在无此类说明的情况下，则按照建筑专业人员的惯常做法进行安装

Relevant manufacturer's stipulations having influence on the performance of the product covered by this European Assessment Document, shall be considered for the determination of the performance and detailed in the ETA.

对于本欧洲评估文件所涵盖产品的性能判定，应考虑相关制造商的规定，这些规定会对产品性能产生影响，相关内容将在 ETA 中予以详细阐述。

结构指接、湿态、冷态或湿冷胶合实木木材ce认证法规-ETA认证

结构指接、湿态、冷态或湿冷胶合实木木材产品出口欧盟需要满足CPR建材法规要求：

Regulation (EU) No 305/2011, Directive 89/106/EEC (CPD)【旧版】

结构指接、湿态、冷态或湿冷胶合实木木材ce认证模式

TAB机构测试+ETA认证，由欧盟公告机构进行工厂审核后发证

制造商职责：	Factory production control (FPC)工厂生产控制;
制造商职责：	Further testing of samples taken at the factory工厂取样的进一步检验
Notified Body 公告机构职责：	Initial inspection of factory and FPC 工厂和FPC的初始检查;
Notified Body 公告机构职责：	Continuous surveillance, assessment and approval of F.P.C. 持续监视、评估和批准F.P.C.
Technical Assessment Bodies (TABs) TAB机构职责	European Technical Assessments (ETAs) are issued by Technical Assessment Bodies (TABs) designated for the relevant product area by the EU Member and Partner States in accordance with the Construction Products Regulation (EU) No 305/2011.欧洲技术评估（eta）由欧盟成员国和伙伴国根据建筑产品法规（EU） No 305/2011为相关产品领域指定的技术评估机构（TABs）发布。