DIN EN 15416-3-2017 Adhesives for load bearing timber structures other than phenolic and aminoplastic - Test methods - Part 3 Creep deformation test at cyclic climate conditions wi.pdf

1、May 2017 English price group 10No part of this translation 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 83.180!%eBa“2663162www.din.deDIN EN

2、15416-3Adhesives for load bearing timber structures other than phenolic and aminoplastic Test methods Part 3: Creep deformation test at cyclic climate conditions with specimens loaded in bending shear;English version EN 154163:2017,English translation of DIN EN 15416-3:2017-05Klebstoffe fr tragende

3、Holzbauteile ausgenommen Phenolharzklebstoffe und Aminoplaste Prfverfahren Teil 3: Prfung der Kriechverformung unter zyklischen Klimabedingungen an Prfkrpern beiBiegeScherbeanspruchung;Englische Fassung EN 154163:2017,Englische bersetzung von DIN EN 15416-3:2017-05Adhsifs pour structures portantes e

4、n bois de type autre que phnolique et aminoplaste Mthodes dessais Partie 3: Essai de dformation par fluage dans des conditions climatiques cycliques avec des prouvettes charges en cisaillement par flexion;Version anglaise EN 154163:2017,Traduction anglaise de DIN EN 15416-3:2017-05SupersedesDIN EN 1

5、54163:201006www.beuth.deDocument comprises 15 pagesDTranslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative.05.17 DIN EN 15416-3:2017-05 2 A comma is used as the decimal marker. National foreword This document (EN 15416-3:2017) has been prep

6、ared by Technical Committee CEN/TC 193 “Adhesives” (Secretariat: UNE, Spain). The responsible German body involved in its preparation was DIN-Normenausschuss Holzwirtschaft und Mbel (DIN Standards Committee Timber and Furniture), Working Committee NA 042-04-05 AA “Mirror committee for CEN/TC 193/SC

7、1 wood adhesives”. Amendments This standard differs from DIN EN 15416-3:2010-06 as follows: a) a reference to EN 16254 for EPI adhesives has been included in the Scope; b) the glue line thickness to be used is taken from EN 15425 or EN 16254; c) in 6.2 and 6.3, an alternative way of making the test

8、pieces is given; d) the possibility to use other climatic conditions as given in 7.1, Table 1 has been deleted; e) in 7.1, loads have been given a tolerance of null50 N; f) duration times can be found in EN 15425 or in EN 16254; g) the measurement of the glue line thickness in the test piece has bee

9、n added. Previous editions DIN EN 15416-3: 2008-01, 2008-03, 2010-06 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15416-3 January 2017 ICS 83.180 Supersedes EN 15416-3:2007+A1:2010English Version Adhesives for load bearing timber structures other than phenolic and aminoplastic - Test methods

10、 - Part 3: Creep deformation test at cyclic climate conditions with specimens loaded in bending shear Adhsifs pour structures portantes en bois de type autre que phnolique et aminoplaste - Mthodes essais - Partie 3 : Essai de dformation par fluage dans des conditions climatiques cycliques avec des p

11、rouvettes charges en cisaillement par flexion Klebstoffe fr tragende Holzbauteile ausgenommen Phenolharzklebstoffe und Aminoplaste - Prfverfahren Teil 3: Prfung der Kriechverformung unter zyklischen Klimabedingungen an Prfkrpern bei Biege-Scherbeanspruchung This European Standard was approved by CEN

12、 on 30 October 2016. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards

13、 may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notifi

14、ed to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Icel

15、and, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENEL

16、EC Management Centre: Avenue Marnix 17, B-1000 Brussels 2017 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 15416-3:2017 Ed-2 Contents Page European foreword . 3 Introduction 5 1 Scope 6 2 Normative references 6 3 Terms and defini

17、tions . 6 4 Principle . 7 5 Apparatus . 7 5.1 Test jig . 7 5.2 Climate chamber 8 5.3 Measuring gauge 8 6 Preparation of specimens 8 6.1 General 8 6.2 Option 1 8 6.3 Option 2 . 10 7 Test procedure, evaluation and expression of results . 10 7.1 Test procedure 10 7.2 Evaluation and expression of result

18、s 11 8 Test report 12 EN 15416-3:2017 (E) DIN EN 15416-3:2017-05 3 European foreword This document (EN 15416-3:2017) has been prepared by Technical Committee CEN/TC 193 “Adhesives”, the secretariat of which is held by AENOR. This European Standard shall be given the status of a national standard, ei

19、ther by publication of an identical text or by endorsement, at the latest by July 2017, and conflicting national standards shall be withdrawn at the latest by July 2017. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN shall no

20、t be held responsible for identifying any or all such patent rights. This document supersedes EN 15416-3:2007+A1:2010. Compared to EN 15416-3:2007+A1:2010, the following main modifications have been made: a) reference to EN 16254 for EPI adhesives added in the scope; b) glue line thickness to be use

21、d will be taken from EN 15425 or EN 16254; c) alternative way of making the test pieces is given in 6.2 and 6.3; d) possibility to use other climatic conditions as given in 7.1, Table 1 has been deleted; e) loads have been given a tolerance of 50 N in 7.1; f) duration times can be found in EN 15425

22、or in EN 16254; g) measurement of the glue line thickness in the test piece has been introduced. This document is one of a series dealing with adhesives for use with timber structures, and is published in support of product standards for bonded load-bearing timber structures. The series consists of

23、three classification and performance requirements for adhesives for load-bearing timber structures, phenolic and aminoplastic adhesives (EN 301), one component polyurethane adhesives (EN 15425) and emulsion polymerized isocyanate adhesives (EN 16254), together with 12 test methods (EN 302 Parts 1 to

24、 8 and EN 15416 Parts 1 and 3 to 5). These European Standards have the following titles: EN 301, Adhesives, phenolic and aminoplastic, for load-bearing timber structures Classification and performance requirements EN 15425, Adhesives One component polyurethane (PUR) for load-bearing timber structure

25、s Classification and performance requirements EN 16254, Adhesives Emulsion polymerized isocyanate (EPI) for load-bearing timber structures Classification and performance requirements EN 302-1, Adhesives for load-bearing timber structures Test methods Part 1: Determination of longitudinal tensile she

26、ar strength EN 15416-3:2017 (E) DIN EN 15416-3:2017-05 4 EN 302-2, Adhesives for load-bearing timber structures Test methods Part 2: Determination of resistance to delamination EN 302-3, Adhesives for load-bearing timber structures Test methods Part 3: Determination of the effect of acid damage to w

27、ood fibres by temperature and humidity cycling on the transverse tensile strength EN 302-4, Adhesives for load-bearing timber structures Test methods Part 4: Determination of the effects of wood shrinkage on the shear strength EN 302-5, Adhesives for load-bearing timber structures Test methods Part

28、5: Determination of maximum assembly time under referenced conditions EN 302-6, Adhesives for load-bearing timber structures Test methods Part 6: Determination of the minimum pressing time under referenced conditions EN 302-7, Adhesives for load-bearing timber structures Test methods Part 7: Determi

29、nation of the working life under referenced conditions EN 302-8, Adhesives for load-bearing timber structures Test methods Part 8: Static load test of multiple bond line specimens in compression shear EN 15416-1, Adhesives for load bearing timber structures other than phenolic and aminoplastic Test

30、methods Part 1: Long-term tension load test perpendicular to the bond line at varying climate conditions with specimens perpendicular to the glue line (Glass house test) EN 15416-3, Adhesives for load bearing timber structures other than phenolic and aminoplastic Test methods Part 3: Creep deformati

31、on test at cyclic climate conditions with specimens loaded in bending shear EN 15416-4, Adhesives for load bearing timber structures other than phenolic and aminoplastic Test methods Part 4: Determination of open assembly time under referenced conditions EN 15416-5, Adhesives for load bearing timber

32、 structures other than phenolic and aminoplastic Test methods Part 5: Determination of minimum pressing time under referenced conditions According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: A

33、ustria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, S

34、pain, Sweden, Switzerland, Turkey and the United Kingdom. EN 15416-3:2017 (E) DIN EN 15416-3:2017-05 5 Introduction Safety statement Persons using this European Standard should be familiar with the normal laboratory practice, if applicable. This European Standard cannot address all of the safety pro

35、blems, if any, associated with its use. It is the responsibility of the user to establish appropriate safety and health practices and to ensure compliance with any regulatory conditions. Environmental statement It is understood that some of the material permitted in this European Standard may have n

36、egative environmental impact. As technological advantages lead to better alternatives for these materials, they will be eliminated from this European Standard to the extent possible. At the end of the test, it is recommended that the user of this European Standard take care to carry out an appropria

37、te disposal of the wastes, according to local regulation. EN 15416-3:2017 (E) DIN EN 15416-3:2017-05 6 1 Scope This European Standard specifies a method for determining the creep deformation of bonded specimens loaded in bending shear. It is applicable to adhesives used in load bearing timber struct

38、ures. It is suitable for the following applications: a) for assessing the compliance of adhesives to EN 15425 and EN 16254; b) for assessing the suitability and quality of adhesives for load bearing timber structures. This test is intended primarily to obtain performance data for the classification

39、of adhesives for load bearing timber structures according to their suitability for use in defined climatic environments. This method is not intended to provide data for structural design, and does not necessarily represent the performance of the bonded member in service. 2 Normative references The f

40、ollowing documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 301, Adhe

41、sives, phenolic and aminoplastic, for load-bearing timber structures Classification and performance requirements EN 923:2015, Adhesives Terms and definitions EN 15425:2017, Adhesives One component polyurethane (PUR) for load-bearing timber structures Classification and performance requirements EN 16

42、254:2013+A1:2016, Adhesives Emulsion polymerized isocyanate (EPI) for load-bearing timber structures Classification and performance requirements 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 923:2015 and the following apply. 3.1 relative creep value

43、 ( )defkt time-dependent increase of the deformation of one specimen Note 1 to entry: By means of the deflection w (t) and the initial deflection w (0), the relative creep value is calculated using Formula (1). ( )( )=def()0wtkwt (1) where ( )wt is the deflection at time t; EN 15416-3:2017 (E) DIN E

44、N 15416-3:2017-05 7 ( )0w is the initial deflection immediately after initial loading, measured 1 min after the loading of the individual specimen; def()k t is the relative creep value. 3.2 ratio of relative creep i()Rc t ratio of the relative creep values ( )defktof two matched specimens, tested ad

45、hesive, i and PRF, i, at time t Note 1 to entry: By means of( )defkt, tested adhesive, i and ( )defkt, PRF, i within one pair of matched bending specimens, i, the ratio of relative creep is calculated using Formula (2). ( )( )( )=defidef, , , , k t tested adhesive iRc tk t PRF i(2) where ( )defkt, t

46、ested adhesive, i is the relative creep value of the respective tested adhesive sample i; def()k t , PRF, i is the relative creep value of the respective phenolic-resorcinol (PRF) - sample i; ( )iRc t is the ratio of relative creep of matched pair of bending specimens i. 4 Principle Bending specimen

47、s of a constant cross-section are subjected to constant load at cyclically varying climate conditions. Specimens bonded with the adhesive to be tested are compared with specimens bonded with a PRF-adhesive conforming to the requirement of adhesive type GP-I-M as specified in EN 301. 5 Apparatus 5.1

48、Test jig A test jig being capable of applying a load of (2 000 50) N in each loading point. The loading principle is shown in Figure 1. EN 15416-3:2017 (E) DIN EN 15416-3:2017-05 8 Dimensions in millimetres Key A measuring gauge for the measuring of the deflection of the specimen Figure 1 Loading pr

49、inciple for the creep deformation test 5.2 Climate chamber A climate chamber capable of maintaining the two test climates (20 2) C and (85 5) % RH and (45 2) C and (40 5) % RH. The climate chamber shall be capable of alternating between the two test climates in 10 h. 5.3 Measuring gauge A measuring gauge enabling readings of the deflection of the specimens