EAD 130018-00-0303: 2014木混凝土复合板套件CE认证/ETA认证详解-上海郜盟

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木混凝土复合板套件ce认证标准-ETA认证

EAD 130018-00-0303: 2014

Wood concrete composite slab kits

木混凝土复合板套件

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This EAD is applicable to wood-concrete composite slab kits designed in accordance with EN 1995-1-11 and CEN/TS 19103

上海郜盟提示本EAD适用于根据EN1995-1-11和CEN/TS19103标准设计的木混凝土复合板套件。

Wood-concrete composite slab kits may have different geometries and different sets of assembled components (see examples given in the Figures below) but they shall always include:

-One of the base materials listed below (wooden beams or slabs)

-One of the shear resistant connections listed below.

木-混凝土复合板组件可能具有不同的几何结构以及不同的成套组装部件（参见下方各图中给出的示例），但始终应包含以下内容：

-以下所列基础材料之一（木梁或木板）

-以下所列的抗剪切连接方式之一。

Base materials (wooden beams or slabs):

-Glued laminated timber of minimum strength class GL24c according to EN 140802.For examples.see Figure 1.1.1 (type 1) and Figure 1.1.3 (type 3).

-Cross laminated timber according to EAD 130005-00-0304 or EN 163513 with minimum 3crosswise arranged layers. Minimum strength class of lamellas for cross laminated timber isC16/T11, average strength class of lamellas is at least C24/T14 according to EN 338. For examples, see Figure 1.1.2 to Figure 1.1.4 (type 2, type 3, type 4, and type 5).

-Prefabricated wood slab element made of square-sawn timber members according to EAD 130011-00-0304 or solid softwood according to EN 14081-14. Minimum strength class of square-sawn timber members is C24 according to EN 338. For example, see Figure 1.1.5 (type 5).

基础材料（木梁或木板）：

-根据 EN 140802 标准，强度等级至少为 GL24c 的胶合板木材。具体示例可见图 1.1.1（类型 1）和图 1.1.3（类型 3）。

-根据 EAD 130005-00-0304 或 EN 163513 标准生产的交叉层压木材，需具备至少 3 层横向排列的层结构。交叉层压木材中薄片的最低强度等级为 C16/T11，而根据 EN 338 标准，薄片的平均强度等级至少应为 C24/T14。具体示例可见图 1.1.2 至图 1.1.4（类型 2、类型 3、类型 4 和类型 5）。

-预制木板构件由按照 EAD 130011-00-0304 标准加工的方切木材部件构成，或由符合 EN 14081-14 标准的实心软木制成。根据 EN 338 标准，方切木材部件的最低强度等级为 C24。例如，参见图 1.1.5（类型 5）。

The base materials may be provided with a special milling profile

-for mechanical fixation of a lattice girder in place (type 1), see Figure 1.1.1 where the geometry provides fully with the transfer of tensile and shear loads from the beam to the lattice girder, or

-for inserting a lattice girder/reinforcement and fixation with concrete (type 2), see Figure 1.1.2, or

-for direct application of concrete/screed (type 5), see Figure 1.1.5.

基础材料可被配备有特殊铣削轮廓

-用于机械固定格栅梁就位（类型 1）的方法，请参阅图 1.1.1。图中所示的几何结构能够充分实现将拉伸和剪切载荷从梁传递至格栅梁的过程

-如需插入格构梁/加强构件并用混凝土进行固定（类型 2），请参阅图 1.1.2

关于混凝土/摊铺机（型号 5）的直接应用，请参阅图 1.1.5。

The geometry of the milling profile shall be defined in the ETA.

铣削轮廓的几何形状应在 ETA 中予以定义。

Shear resistant connections between base materials and the concrete material:

-Lattice girders according to Clause 1.1.15. The lattice girder is fixed in place by a special milling profile (type 1) or inserted into a special milling profile (type 2) and fixed with concrete.

-Solid wood members (predefined grid or single boards) of softwood4 with minimum characteristic density of 320 kg/m3 (raw material minimum strength class C16/T11) bonded to the base material by gluing with an adhesive of type I according to EN 301 or EN 15425 (type 3 and type 4), see Figure 1.1.3 and 1.1.4.

-Special milling profile in the base material (type 5), see example in Figure 1.1.5.

基材与混凝土材料之间的抗剪切连接:

-格构梁，符合第 1.1.15 条的规定。格构梁通过一种特殊的铣削轮廓（类型 1）固定就位，或插入到另一种特殊的铣削轮廓（类型 2）中，并用混凝土固定。

-实木构件（预定义网格或单板）由软木制成，其最低特征密度为 320 千克/立方米（原材料最低强度等级 C16/T11），并通过 I 类胶粘剂按照 EN 301 或 EN 15425（类型 3 和类型 4）进行胶合与基材结合，参见图 1.1.3 和 1.1.4。

-基材中的特殊铣削轮廓（类型 5），详见图 1.1.5 中示例。

The shear resistant connections shall be able to transfer lifting forces (tensile stress) of at least 10% of the existing shear component in the composite joint according to CEN/TS 19103, Equation (10.19) at least in the area of negative bending moments in order to prevent separation of the concrete slab from the base material. This may be provided by vertically screwed screws (lift-stop), see e.g.. Figure 1.1.3and Figure 1.1.5, or by the geometry of the special milling profile.

抗剪切连接应能够传递至少为复合接头中现有剪切构件的10%的起吊力(拉应力)具体按照CEN/TS19103中的Equation (10.19)进行，且至少应覆盖负弯矩区域，以预防混凝土板与基材发生分离。这可通过垂直螺纹螺钉(止升装置)来实现，详见图1.1.3和图1.1.5，或借助特殊铣削轮廓的几何结构实现。

The geometry of the shear resistant connection and the position in relation to the concrete slab shall be defined in the ETA.

抗剪连接的几何形状及其相对于混凝土板的位置应在ETA中定义。

In addition, wood-concrete composite slab kits shall contain one of the following components not necessarily supplied by the manufacturer but part of assembled system at the building site:

-Reinforced or unreinforced concrete slab with minimum thickness of 60 mm, minimum concrete strength class C20/25 according to EN 2065, grain size s 16 mm. The concrete slab shall be defined in the ETA.

-Screed material and floor screeds according to EN 138135 with minimum thickness of 60 mm,minimum strength class C20, grain size s 16 mm, which may be reinforced by steel 0 5 mm and fy.k > 450 MPa. The screed shall be defined in the ETA.

此外，木-混凝土复合板套件应包含以下组件之一，这些组件不一定由制造商提供，但属于施工现场组装系统的一部分:

-钢筋或非钢筋混凝土板，最小厚度为60毫米，混凝土强度等级不低于C20/25(依

据EN2065)，粒径16毫米。混凝土板应在ETA中定义。

-找平材料及地板找平层应符合EN138135标准要求，最小厚度为60毫米，最低强度等级为C20，粒度尺寸≤16毫米，且可通过5毫米厚度的钢材料进行增强，fy.k值为450兆帕。找平层内容须在ETA中予以明确说明。

The kit may also contain the following components

该套件还可包含以下组件:

One of the following mouldings in case of base material of wooden beams (type 1 and type 3):

-Permanent moulding, e.g., at least 12 mm spruce plywood according to EN 139864, to be added at site, or boards or other suitable materials. This moulding has no load-bearing function in the final product. There may be a polyethylene foil (not directly exposed to fire) above the moulding to prevent leakage of water when the concrete is poured on the construction. In this case, friction between the concrete and timber members cannot be taken into account.

-Permanent moulding, e.g., concrete blocks according to EN 15037-25, clay blocks according to EN15037-35.

-Permanent moulding of extruded polystyrene foam products (XPS) according to EN 13164.

适用于木梁基材（类型 1 和类型 3）的下列一种型材:

-永久性模制结构，例如根据 EN 139864 标准所要求的至少 12 毫米厚的云杉胶合板，需在现场进行添加，或采用木板或其他合适材料。这种模制结构在最终产品中并无承重功能。模制物上方可能覆盖有聚乙烯薄膜（不直接暴露于火源之下），以在混凝土浇筑至施工部位时防止水渗漏。在此情况下，混凝土与木质构件之间的摩擦力无法被考虑在内。

-永久性成型工艺，例如根据 EN 15037-25 标准生产的混凝土砖块，以及根据 EN15037-35 标准生产的粘土砖块。

-根据 EN 13164 标准对挤塑聚苯乙烯泡沫制品（XPS）进行永久性成型加工。

One of the following filling materials in case of shear resistant connections with lattice girders (type 1 and type 2):

-Cement mortar class R4 according to EN 1504-35 to fill up the special milling profile that fixes the lattice girder, see Figure 1.1.1 (type 1). Therefore, the cement mortar does not transfer (shear, tensile) loads.

-Concrete of minimum strength class C30/37 according to EN 206 for fixation of the lattice girder in the special milling profile, see Figure 1.1.2 (type 2).

在与格构梁进行抗剪切连接时，可采用以下所列填充材料之一（类型 1 和类型 2）：

-根据 EN 1504-35 标准，使用 R4 级水泥砂浆填充用于固定格构梁的特殊铣削型面，如图 1.1.1（类型 1）所示。因此，水泥砂浆不会传递（剪切、拉伸）载荷。

-根据 EN 206 标准，用于固定特制铣削型材中格栅梁的混凝土最低强度等级为 C30/37。参见图 1.1.2（类型 2）。

For the lattice girder and the reinforcement, the minimum concrete cover Cmin of EN 1992-1-1, Clause 6.5.2,shall be met or stainless steel shall be used. Otherwise, the restrictions regarding the service classes according to Clause 1.2.1 apply.

对于格构梁和钢筋构件，应满足 EN 1992-1-1 标准第 6.5.2 条中规定的最低混凝土保护层厚度 Cmin 要求，或采用不锈钢材料。否则，需遵循第 1.2.1 条中关于使用等级的限制规定。

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。

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 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。

木混凝土复合板套件ce认证法规-ETA认证

木混凝土复合板套件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】

木混凝土复合板套件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。