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!%eBb“2663163www.din.deDIN EN
2、15416-1Adhesives for load bearing timber structures other than phenolic and aminoplastic Test methods Part 1: Longterm tension load test perpendicular to the bond line at varying climate conditions with specimens perpendicular to the glue line (Glass house test);English version EN 154161:2017,Englis
3、h translation of DIN EN 15416-1:2017-05Klebstoffe fr tragende Holzbauteile ausgenommen Phenolharzklebstoffe und Aminoplaste Prfverfahren Teil 1: LangzeitZugprfung senkrecht zur Klebfuge bei verschiedenen Klimabedingungen mit Prfkrpern senkrecht zur Klebstofffuge (GlashausPrfung);Englische Fassung EN
4、 154161:2017,Englische bersetzung von DIN EN 15416-1:2017-05Adhsifs pour structures portantes en bois de type autre que phnolique et aminoplaste Mthodes dessais Partie 1: Essai de charge soutenue long terme dans des conditions climatiques cycliques avec des prouvettes charges perpendiculairement au
5、joint de colle (essai de la serre);Version anglaise EN 154161:2017,Traduction anglaise de DIN EN 15416-1:2017-05www.beuth.deDocument comprises 16 pagesDTranslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative.05.17 DIN EN 15416-1:2017-05 2 A
6、comma is used as the decimal marker. National foreword This document (EN 15416-1:2017) has been prepared 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 Com
7、mittee Timber and Furniture), Working Committee NA 042-04-05 AA “Mirror committee for CEN/TC 193/SC 1 wood adhesives”. EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15416-1 January 2017 ICS 83.180 English Version Adhesives for load bearing timber structures other than phenolic and aminoplasti
8、c - Test 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) Adhsifs pour structures portantes en bois de type autre que phnolique et aminoplaste - Mthodes d essais - Partie 1: Ess
9、ai de charge soutenue long terme dans des conditions climatiques cycliques avec des prouvettes charges perpendiculairement au joint de colle (essai de la serre) Klebstoffe fr tragende Holzbauteile ausgenommen Phenolharzklebstoffe undAminoplaste -Prfverfahren Teil 1: Langzeit-Zugprfung senkrecht zur
10、Klebfuge bei verschiedenen Klimabedingungen mit Prfkrpern senkrecht zur Klebstofffuge (Glashaus-Prfung) This European Standard was approved by CEN on 30 October 2016. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Sta
11、ndard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member. This European Standard exists in three official versions (Engli
12、sh, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, B
13、ulgaria, 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, Spain, Sweden, Swit
14、zerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC 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 nation
15、al Members. Ref. No. EN 15416-1:2017 E-2 Contents Page European foreword . 3 Introduction 5 1 Scope 6 2 Normative references 6 3 Principle . 6 4 Apparatus . 6 4.1 House for weather exposure . 6 4.2 Test jig . 6 4.3 Testing machine 8 5 Method 9 5.1 General 9 5.2 Selection of timber 9 5.3 Production o
16、f the test sticks 9 5.4 Cutting of the test pieces and build-up of the test batches 11 5.5 Test procedures 11 5.5.1 General . 11 5.5.2 Climate for duration of load tests . 12 5.5.3 Tensile test procedure . 12 6 Expression of results . 12 7 Requirements 12 8 Test report 13 Bibliography . 14 EN 15416-
17、1:2017 (E) DIN EN 15416-1:2017-05 3 European foreword This document (EN 15416-1:2017) 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, either by publication of an ident
18、ical 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 not be held responsible for ident
19、ifying any or all such patent rights. This document is intended to harmonize the provisions in EN 14080:2013, B.2, EN 15497:2014 and EN 16254:2013+A1:2016, Annex B and EN 16351. It differs with respect to the following: a) consistent specification of the test method for the determination of the long
20、-term performance at varying climate conditions in one standard; b) reference to EN 16254 for EPI adhesives added in the scope; c) Figure 1 and Figure 2 for connection device added; d) alternative cutting scheme of the components of the test sticks presented in Figure 4. This document is one of a se
21、ries 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 three classification and performance requirements for adhesives for load-bearing timber structures, phenolic and aminoplastic
22、 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 8 and EN 15416 Parts 1 and 3 to 5). These European Standards have the following titles: EN 301, Adhesives, phenolic and amin
23、oplastic, for load-bearing timber structures Classification and performance requirements EN 15425, Adhesives One component polyurethane (PUR) for load-bearing timber structures - Classification and performance requirements EN 16254, Adhesives Emulsion polymerized isocyanate (EPI) for load-bearing ti
24、mber structures Classification and performance requirements EN 302-1, Adhesives for load-bearing timber structures Test methods Part 1: Determination of longitudinal tensile shear strength EN 302-2, Adhesives for load-bearing timber structures Test methods Part 2: Determination of resistance to dela
25、mination EN 302-3, Adhesives for load-bearing timber structures Test methods Part 3: Determination of the effect of acid damage to wood fibres by temperature and humidity cycling on the transverse tensile strengthEN 15416-1:2017 (E) DIN EN 15416-1:2017-05 4 EN 302-4, Adhesives for load-bearing timbe
26、r 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 5: Determination of maximum assembly time under referenced conditions EN 302-6, Adhesives for load-bearing timber structures
27、 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: Determination of the working life under referenced conditions EN 302-8, Adhesives for load-bearing timber structures Test methods P
28、art 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 methods Part 1: Long-term tension load test perpendicular to the bond line at varying climate conditions with specimens perp
29、endicular 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 deformation test at cyclic climate conditions with specimens loaded in bending shear EN 15416-4, Adhesives for load bearing timber st
30、ructures 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 structures other than phenolic and aminoplastic Test methods Part 5: Determination of minimum pressing time under reference
31、d conditions According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia
32、, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. EN 15416-1:2017 (E) DIN EN 15416-1:2017-05 5 Introduction Safety s
33、tatement Persons using this European Standard should be familiar with the normal laboratory practice, if applicable. This European Standard cannot address all of the safety problems, if any, associated with its use. It is the responsibility of the user to establish appropriate safety and health prac
34、tices 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 negative environmental impact. As technological advantages lead to better alternatives for these materials, they will be elim
35、inated 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 appropriate disposal of the wastes, according to local regulation. EN 15416-1:2017 (E) DIN EN 15416-1:2017-05 6 1 Scope This European
36、 Standard specifies a method of determining the ability of adhesive bonds to resist long-term sustained load applied vertical to the glue lines. It is applicable to adhesives used in load-bearing timber structures. It is suitable for the following applications: a) for assessing the compliance of adh
37、esives according to EN 15425 and EN 16254; b) for assessing the suitability and quality of adhesives for load-bearing timber structures; c) for assessing the effect on the bond strength resulting from long-term sustained load at cyclic climate conditions. This method is intended primarily to obtain
38、performance data for the classification 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
39、in service. 2 Normative references The following 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 (includi
40、ng any amendments) applies. EN 302-3:2013, Adhesives for load-bearing timber structures Test methods Part 3: Determination of the effect of acid damage to wood fibres by temperature and humidity cycling on the transverse tensile strength 3 Principle Bonded test pieces are subjected to long-term sust
41、ained load applied vertical to the glue lines at cyclic climate conditions. The test climate is at natural outdoor conditions in Europe between latitude 45 and 60. The loaded samples are protected with light penetrable covering (“Glass house”). 4 Apparatus 4.1 House for weather exposure The weather
42、exposure shall take place in a natural ventilated house covered with a light penetrating material where the air can circulate through openings along the floor and the roof. 4.2 Test jig The 10 samples, making a test set for each of the 3 duration of load times, shall be placed in a suitable test jig
43、 and loaded with a transverse tensile load according to 5.5.1. The test jigs shall enable a smooth loading of the test pieces. The individual samples shall be free to rotate to secure that the load will be applied 90 to the glue lines. NOTE Test jigs with a hanging dead load for the load application
44、 in combination with a vertical loading of the individual specimens using a principle as visualized in Figure 1 and Figure 2, has shown to be a suitable method. EN 15416-1:2017 (E) DIN EN 15416-1:2017-05 7 Dimensions in millimetres Key 1 screw M12x30 2 spherical washers, conical seats (DIN 6319) 3 c
45、onnection device 70 mm 40 mm; length 50 mm Figure 1 Example of connection device between two specimens EN 15416-1:2017 (E) DIN EN 15416-1:2017-05 8 Key 1 connection device 2 loaded test piece F load Figure 2 Specimen mounted in the connection device 4.3 Testing machine The test machine shall be iden
46、tical with the equipment described in EN 302-3. EN 15416-1:2017 (E) DIN EN 15416-1:2017-05 9 5 Method 5.1 General The specimens shall be produced following EN 302-3, but with specimens made from untreated beech wood (Fagus sylvatica L.) with close contact and 0,5 mm thick glue line for application a
47、reas “Special purpose” and “General purpose”, and a close contact glue line for application area “Finger joints”. 5.2 Selection of timber The beech wood boards from which the specimens are cut shall be free from knots, straight grained and shall have a density of (700 50) kg/m3at 12 % moisture conte
48、nt. The timber prior to specimen manufacture shall be conditioned in a climate chamber at storage conditions of (20 2) C and (65 5) % relative humidity (hereafter climate 20/65). The moisture content shall be (12 1) %. Each beech wood board shall have a width of at least 150 mm, a length of at least
49、 750 mm and a thickness of at least 35 mm, and shall be used to manufacture one test stick as shown in Figure 3, a) and b). The annual ring orientation of both components glued together shall be roughly co-linear and with an angle of the growth rings in the range of 30 and 60. 5.3 Production of the test sticks In total, 5 sticks with a cross section of 50 mm 60 mm (after bonding a
