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本文(DIN EN 15228-2009 Structural timber - Structural timber preservative treated against biological attack English version of DIN EN 15228 2009-08《结构木材 防生物浸蚀处理的结构木材防腐剂》.pdf)为本站会员(boatfragile160)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

DIN EN 15228-2009 Structural timber - Structural timber preservative treated against biological attack English version of DIN EN 15228 2009-08《结构木材 防生物浸蚀处理的结构木材防腐剂》.pdf

1、August 2009DEUTSCHE NORM English price group 9No part of this standard may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 71.100.50; 79.040!$Y(4“1

2、540517www.din.deDDIN EN 15228Structural timber Structural timber preservative treated against biological attackEnglish version of DIN EN 15228:2009-08Bauholz Bauholz fr tragende Zwecke mit Schutzmittelbehandlung gegen biologischen BefallEnglische Fassung DIN EN 15228:2009-08www.beuth.deDocument comp

3、rises pages14DIN EN 15228:2009-08 National foreword This standard has been prepared by Technical Committee CEN/TC 124 “Timber structures” (Secretariat: SFS, Finland). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Co

4、mmittee), Technical Committee NA 005-04-01 AA Holzbau (Spa CEN/TC 124, CEN/TC 250/SC 5). 2 EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 15228March 2009ICS 71.100.50; 79.040English VersionStructural timber - Structural timber preservative treated againstbiological attackBois de structure - Bois

5、de structure trait avec un produitde prservation contre les attaques biologiquesBauholz - Bauholz fr tragende Zwecke mitSchutzmittelbehandlung gegen biologischen BefallThis European Standard was approved by CEN on 7 February 2009.CEN members are bound to comply with the CEN/CENELEC Internal Regulati

6、ons which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the CEN Management Centre or to any CEN member.This Europe

7、an Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial versions.CEN members are the nationa

8、l standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and Unite

9、d Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 15228:2009: EEN 152

10、28:2009 (E) 2 Contents Page Foreword 3 1 Scope 4 2 Normative references 4 3 Terms and definitions .5 4 Requirements for structural timber products treated against biological attack .5 4.1 Timber .5 4.2 Penetration .5 4.3 Retention 5 4.4 Reaction to fire .5 4.4.1 General 5 4.4.2 Products classified w

11、ithout further testing .5 4.4.3 Other products 5 4.5 Strength and stiffness properties 6 4.6 Dangerous substances .7 4.6.1 Content of pentachlorophenol (PCP) .7 4.6.2 Release of other dangerous substances .7 5 Evaluation of conformity .7 5.1 General 7 5.2 Initial type testing 7 5.2.1 General 7 5.2.2

12、 ITT characteristics of timber treated against biological attack .7 5.3 Factory production control .8 5.3.1 General 8 5.3.2 Equipment .8 5.3.3 Control of raw materials and preservatives .9 5.3.4 Treatment solution preparation 9 5.3.5 Process control 9 6 Marking .9 Annex A (normative) Preservative tr

13、eatment not affecting strength and stiffness properties of treated timber 11 A.1 General . 11 A.2 Preservatives types 11 Bibliography 12 DIN EN 15228:2009-08 EN 15228:2009 (E) 3 Foreword This document (EN 15228:2009) has been prepared by Technical Committee CEN/TC 124 “Timber structures”, the secret

14、ariat of which is held by SFS. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by September 2009, and conflicting national standards shall be withdrawn at the latest by September 2009. Attention is d

15、rawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document has been prepared under a mandate given to CEN by the European Commission and the Euro

16、pean Free Trade Association, and supports essential requirements of EC Directive(s). According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, D

17、enmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. DIN EN 15228:2009-08 EN 15228:2009 (E) 4 1 Scope This Euro

18、pean Standard specifies general requirements for structural timber that has been treated with preservatives against biological attack. This European Standard also specifies requirements for the evaluation of conformity and marking of preservative treated timber products when they are placed on the m

19、arket. Treatments which include a biocide are covered by this standard. It does not provide details of which preservative treatments are necessary for a particular type of structural timber product to achieve a required service life, as regional climatic differences and prevalent biological agents w

20、ould need to be taken into account for that purpose. This European Standard does not cover any subsequent treatment which may be required for structural timber products which have been machined, bored or planed after the CE marking has been applied. This standard does not cover the qualification of

21、preservation products used to treat structural timber. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (includ

22、ing any amendments) applies. EN 335-1:2006, Durability of wood and wood-based products Definition of use classes Part 1: General EN 351-1:2007, Durability of wood and wood-based products Preservative-treated solid wood Part 1: Classification of preservative penetration and retention EN 351-2:2007, D

23、urability of wood and wood-based products Preservative-treated solid wood Part 2: Guidance on sampling for analysis of preservative-treated wood EN 384, Structural timber Determination of characteristic values of mechanical properties and density EN 408, Timber structures Structural timber and glued

24、 laminated timber Determination of some physical and mechanical properties EN 599-1:1996, Durability of wood and wood-based products Performance of preventive wood preservatives as determined by biological tests Part 1: Specification according to hazard class EN 13501-1, Fire classification of const

25、ruction products and building elements Part 1: Classification using data from reaction to fire tests EN 13823, Reaction to fire tests for building products Building products excluding floorings exposed to the thermal attack by a single burning item EN 14080:2005, Timber structures - Glued laminated

26、timber - Requirements EN 14081-1:2005, Timber structures Strength graded structural timber with rectangular cross section Part 1: General requirements EN 14250:2004, Timber structures Product requirements for prefabricated structural members assembled with punched metal plate fasteners DIN EN 15228:

27、2009-08 EN 15228:2009 (E) 5 CEN/TR 14823, Durability of wood and wood-based products Quantitative determination of pentachlorophenol in wood Gas chromatographic method prEN 15497:2008, Finger jointed structural timber performance requirements and minimum production requirements EN ISO 9001, Quality

28、managements systems Requirements (ISO 9001:2008) 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 335-1:2006, EN 351-1:2007, EN 351-2:2007, EN 599-1:1996, EN 14080:2005, EN 14081-1:2005, EN 14250:2004 and prEN 15497:2008 apply. 4 Requirements for struc

29、tural timber products treated against biological attack 4.1 Timber Timber to be preservative treated shall comply with EN 14081-1. 4.2 Penetration The penetration shall be declared in terms of the penetration classes listed in EN 351-1. 4.3 Retention The mean retention in the analytical zone (see EN

30、 351-1) shall be equal to or greater than the preservative retention declared by the treated timber producer. This means that retention shall be declared as the retention value. The required retention value shall be determined by the national provisions valid at the place of use of the treated timbe

31、r, or be derived from the critical value for the relevant use class as defined in EN 599-1. 4.4 Reaction to fire 4.4.1 General The reaction to fire performance shall be declared where the product is subject to reaction to fire regulatory requirements and it may also be done when the product is not s

32、ubject to such regulatory requirements. 4.4.2 Products classified without further testing Where the preservative treatment does not result, when dry, in an addition in the analytical zone of the treated timber of more than 2 % by mass of organic material, the reaction to fire classification given in

33、 the appropriate product standard for the untreated product shall apply. 4.4.3 Other products Where the preservative treatment adds in the analytical zone more than 2 % by mass of organic material to the initial mass of the re-dried timber, the treated product shall be tested and classified in accor

34、dance with EN 13501-1. DIN EN 15228:2009-08 EN 15228:2009 (E) 6 When tested according to EN 13823 (i.e. SBI test), the specimen shall be mounted in accordance with the following procedure: for testing, the whole area of both wings in the SBI apparatus shall be covered with timber pieces with a minim

35、um thickness of 22 mm, mounted edge to edge (butt jointed), without jointing or bonding and orientated horizontally or vertically; the pieces shall be supported by timber battens, minimum 30 mm by 30 mm, fixed to the test backing boards at 400 mm to 600 mm centres horizontally or vertically (perpend

36、icular to the orientation of the timber pieces). The results for products tested with a given preservative type and retention value in the analytical zone, shall be applicable for the same preservative type applied at a lower retention, and to timber thicknesses and densities greater than those test

37、ed. 4.5 Strength and stiffness properties Strength and stiffness shall be assumed not to be affected in the following cases: treatments and preservatives listed in Annex A, or treatments with a penetration class not exceeding class NP2 according to EN 351-1. In any other case (e.g. permeable species

38、 and deep treatments with class NP 3 and above and with non organic products) since the treatment might affect the strength and stiffness properties, an evaluation shall be performed according to the following principles: Two matched samples of 50 commercial size pieces each shall be taken. Matching

39、 shall be based on the modulus of elasticity (MOE); One sample shall remain untreated as the control sample. The remaining sample shall be treated with the treatment to be assessed; From each piece, 2 specimens shall be taken; one for a bending test according to EN 408 and, the other one for a tensi

40、on perpendicular to grain according to EN 408; From the bending specimens, pieces to be tested for equilibrium moisture content shall be taken, according to EN 408; All specimens shall be tested for bending strength or tension perpendicular to grain according to EN 408 and EN 384 and the tested valu

41、es reported; A statistical test to compare the means of both samples at a significance level of 75 % shall be performed; NOTE see for example ISO 12491:1997, 6.4. In case of a statistical difference in the means of more than 10 %, the preservative treated timber shall be considered as not meeting th

42、e requirements of this European Standard. DIN EN 15228:2009-08 EN 15228:2009 (E) 7 4.6 Dangerous substances 4.6.1 Content of pentachlorophenol (PCP) If a preservative used for the treatment contains pentachlorophenol (PCP), then the treated structural timber shall be tested according to CEN/TR 14823

43、. If the value of 5 x 10-6is exceeded, it shall be declared in the marking as follows, “PCP 5 x 10-6” . NOTE In certain Member States preservative treated structural timber products with a PCP content of more than 5 x 10-6are not allowed. 4.6.2 Release of other dangerous substances Consideration sha

44、ll be given to other dangerous substances. NOTE 1 Such cases are covered by Annex ZA, Clause ZA1, of each relevant harmonized standard. NOTE 2 Some requirements of the Directive 98/8/EC with regard to placing of biocidal products on the market may also be applicable to preservatives. 5 Evaluation of

45、 conformity 5.1 General The compliance of preservative treated structural timber with the requirements of this European Standard shall be demonstrated by: initial type testing, factory production control, including treated timber product assessment. For the purposes of testing, preservative treated

46、timber products may be grouped into families, where it is considered that the results from testing any product within the family are representative for all other products within that family. 5.2 Initial type testing 5.2.1 General The purpose of initial type testing is to obtain by direct testing, wh

47、ere this is relevant, declared values or classes or other appropriate information on all characteristics of the treated structural timber given in Clause 4. Initial type testing shall be performed to show conformity with this European Standard. Tests previously performed in accordance with the provi

48、sions of this European Standard (same product, requirements(s), test method, sampling procedure, system of attestation of conformity, etc.) shall be taken into account. Whenever a change occurs which would change significantly one or more of the characteristics, the initial type tests shall be repea

49、ted for the appropriate characteristic(s). 5.2.2 ITT characteristics of timber treated against biological attack a) With regard to the declared penetration class and retention value, the initial type testing shall be carried out in accordance with the direct testing requirements of EN 351-1. The samples shall be treated DIN EN 15228:2009-08 EN 15228:2009 (E) 8 with the subject preservative by a treatment process no more severe or of longer duration than that used in practice by the treated timber supplier. Th

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