EN 302-6-2013 en Adhesives for load-bearing timber structures - Test methods - Part 6 Determination of the minimum pressing time under referenced conditions《承重木结构用粘合剂 试验方法 第6部分 基准条.pdf

《EN 302-6-2013 en Adhesives for load-bearing timber structures - Test methods - Part 6 Determination of the minimum pressing time under referenced conditions《承重木结构用粘合剂 试验方法 第6部分 基准条.pdf》由会员分享，可在线阅读，更多相关《EN 302-6-2013 en Adhesives for load-bearing timber structures - Test methods - Part 6 Determination of the minimum pressing time under referenced conditions《承重木结构用粘合剂 试验方法 第6部分 基准条.pdf（12页珍藏版）》请在麦多课文档分享上搜索。

1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationBS EN 302-6:2013Adhesives for load-bearing timber structures T e s t m e t h o d sPart 6: Determination of the minimum pressing time under referenced conditionsBS EN 302-6:2013 B

2、RITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 302-6:2013. It supersedes BS EN 302-6:2004, which is withdrawn.The UK participation in its preparation was entrusted to T e c h n i c a l C o m m i t t e e P R I / 5 2 , A d h e s i v e s .A list of organizations re

3、presented on this committee can be obtained on request to its secretary.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. The British Standards Institution 2013. Published by BSI Standards Limited 2013.ISBN 978

4、 0 580 75259 9 ICS 83.180 Compliance with a British Standard cannot confer immunityfrom legal obligations.This British Standard was published under the authority of the Standards Policy and Strategy Committee on 30 April 2013.Amendments issued since publicationDate T e x t a f f e c t e dBS EN 302-6

5、:2013EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 302-6 March 2013 ICS 83.180 Supersedes EN 302-6:2004English Version Adhesives for load-bearing timber structures - Test methods - Part 6: Determination of the minimum pressing time under referenced conditions Adhsifs pour structures portantes

6、 en bois - Mthodes dessai - Partie 6: Dtermination du temps de serrage minimum dans des conditions de rfrence Klebstoffe fr tragende Holzbauteile - Prfverfahren - Teil 6: Bestimmung der Mindestpresszeit bei Referenzbedingungen This European Standard was approved by CEN on 5 February 2013. CEN member

7、s 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 may be obtained on application

8、 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 notified to the CEN-CENELEC Managemen

9、t 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, Iceland, Ireland, Italy, Latvia, Li

10、thuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brus

11、sels 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 302-6:2013: EBS EN 302-6:2013EN 302-6:2013 (E) 2 Contents Page Foreword 3 Introduction .4 1 Scope 6 2 Normative references 6 3 Terms and definitions .6 4 Principle 6 5 Appar

12、atus .6 6 Procedure .7 7 Test report 8 BS EN 302-6:2013EN 302-6:2013 (E) 3 Foreword This document (EN 302-6:2013) 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, eithe

13、r by publication of an identical text or by endorsement, at the latest by September 2013 and conflicting national standards shall be withdrawn at the latest by September 2013. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN an

14、d/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 302-6:2004. The following modifications have been made: The pressing times are determined for both close contact glue line and 0,3 mm thick glue line; The pressing times to be used i

15、n the test are linked to the reactivity of the adhesive. 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, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Fi

16、nland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 302-6:2013EN 302-6:2013

17、(E) 4 Introduction This document is one of a series dealing with adhesives for use with timber structures, and is published in support of EN 1995, Eurocode 5: Design of timber structures. The series consists of three classification and performance requirements for adhesives for load-bearing timber s

18、tructures; phenolic and aminoplastic adhesives (EN 301), one component polyurethane adhesive (EN 15425) and emulsion polymerized isocyanate adhesive (prEN 16254) and all together eleven test methods (EN 302 Parts 1 to 7 and EN 15416 Parts 2 to 5). These European Standards have the following titles:

19、EN 301, Adhesives, phenolic and aminoplastic, for load-bearing timber structures Classification and performance requirements EN 15425, Adhesives One component polyurethane for load-bearing timber structures Classification and performance requirements prEN 16254, Adhesives Emulsion polymerized isocya

20、nate (EPI), for load-bearing timber structures Classification and performance requirement EN 302, Adhesives for load-bearing timber structures Test methods Part 1: Determination of longitudinal tensile shear strength Part 2: Determination of resistance to delamination Part 3: Determination of the ef

21、fect of acid damage to wood fibres by temperature and humidity cycling on the transverse tensile strength Part 4: Determination of the effects of wood shrinkage on the shear strength Part 5: Determination of maximum assembly time under referenced conditions Part 6: Determination of the minimum press

22、ing time under referenced conditions Part 7: Determination of the working life under referenced conditions EN 15416, Adhesives for load bearing timber structures other than phenolic and aminoplastic Test methods Part 2: Static load test of multiple bondline specimens in compression shear Part 3: Cre

23、ep deformation test at cyclic climate conditions with specimens loaded in bending shear Part 4: Determination of open assembly time for one component polyurethane adhesives Part 5: Determination of conventional pressing time Safety statement Persons using this document should be familiar with the no

24、rmal laboratory practice, if applicable. This document 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 practices and to ensure compliance with any regulatory conditions. BS EN 302-6:2013EN 302

25、-6:2013 (E) 5 Environmental statement It is understood that some of the material permitted in this standard can have a negative environmental impact. As technological advantages lead to better alternatives for these materials, they will be eliminated from this standard to the greatest extent possibl

26、e. At the end of the test, it is recommended that the user of the standard take care to carry out an appropriate disposal of the wastes, according to local regulations. BS EN 302-6:2013EN 302-6:2013 (E) 6 1 Scope This European Standard specifies a method of determining the minimum pressing time for

27、two glue line thicknesses, close contact glue line and 0,3 mm thick glue line (for gap filling adhesive 1,0 mm), at three temperatures. It is applicable to adhesives used in load- bearing timber structures. This European Standard is only intended for obtaining a reliable base of comparison of pressi

28、ng time between adhesives. The method gives results that cannot be applied to the safe manufacture of timber structures without modifications for the influences of timber density/absorbency, moisture content, factory temperature and relative air humidity. 2 Normative references The following documen

29、ts, 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 302-1:2013, Adhesives for

30、 load-bearing timber structures Test methods Part 1: Determination of longitudinal tensile shear strength EN 923:2005+A1:2008, Adhesives Terms and definitions ISO 5893, Rubber and plastics test equipment Tensile, flexural and compression types (constant rate of traverse) Specification 3 Terms and de

31、finitions For the purposes of this document, the terms and definitions given in EN 923:2005+A1:2008, EN 302-1:2013 and the following apply. 3.1 pressing time time for which an adhesive joint is pressed 3.2 minimum pressing time shortest pressing time (expressed as the mean of 10 individual results)

32、that gives tensile shear strength of at least 4 N/mm at a given temperature under the referenced conditions 4 Principle Standard beech lap joints are tested in tensile shear after various curing times until it is found that the strength has reached a value of 4 N/mm. 5 Apparatus 5.1 Temperature cabi

33、nets, which shall be: capable of maintaining the air at a temperature of (15 2) C; capable of maintaining the air at a temperature of (20 2) C; BS EN 302-6:2013EN 302-6:2013 (E) 7 capable of maintaining the air at a temperature of (30 2) C. 5.2 Testing machine, which shall be either: a) capable of m

34、aintaining a constant rate of loading of (2,0 0,5) kN/min; or b) capable of maintaining constant crosshead speed as described in ISO 5893. The jaws of the testing machine shall grip the test pieces firmly and prevent slippage during loading. The grip shall be fixed in hinged manner. 6 Procedure 6.1

35、Sufficient beech panels shall be prepared in accordance with EN 302-1:2013, 7.1. The panels shall enable the manufacturing of at least twelve bonded assemblies (each for ten test pieces), six bonded assemblies for close contact glue line and six bonded assemblies for 0,3 mm thick glue line (1,0 mm f

36、or gap filling adhesive). For very fast setting adhesives and close contact glue line, individual single lap joint test pieces (EN 302-1:2013, Figure 3) may be prepared for the bonding and the performance of the test. 6.2 After conditioning to (12 1) % moisture content, the panels shall be lightly p

37、laned or lightly sanded before being divided into equal groups for the three temperatures to be tested and wrapped air-tightly to prevent further change in moisture content. Each group of the panels or a sufficient number of prepared individual test pieces shall be transferred to one of the test tem

38、peratures described in 5.1. 6.3 After at least 12 h conditioning in the test temperature, the panels or the individual test pieces shall be glued and pressed using glue spread of 325 g/m (double sided application), and pour additional adhesive into the grooves of the grooved panel. The open and clos

39、ed assembly time shall be as recommended by the adhesive manufacturer, but the total assembly time shall not exceed 10 min. If the adhesive manufacturer wants to test at a lower spread rate, an additional test may be performed using a glue spread of 250 g/m (single sided application), with maximum 5

40、 min assembly time. The test pieces shall not be removed from the test temperature during the pressing period. Unless otherwise stated by the manufacturer, the clamping pressure shall be 0,8 N/mm. For each of the three test temperatures, two pressing times shall be chosen. One pressing time shall gi

41、ve a tensile shear strength below 4 N/mm2and one above 4 N/mm2. If this is not achieved, conduct new tests with shorter or longer pressing times. It is a common practice before bonding is started to store overnight the adhesive components and the timber at the specified temperature whereby the timbe

42、r shall be packaged hermetically (air-tight) to prevent changes of moisture content. NOTE Because wood temperature is difficult to measure, it is a common practice to remove the test pieces from the conditioning cabinet immediately before applying the adhesive to them. 6.4 Immediately after the pres

43、sing time has elapsed, the panels shall be unclamped and ten test specimens cut from each of the bonded panels according to EN 302-1:2013, 7.2. They shall be tested according to EN 302-1:2013, 7.6 without delay. The time from unclamping to testing shall not be longer than 10 % of the clamping time.

44、If this is not achieved for short clamping times, then use smaller beech panels than described in 6.1 and prepare less than ten test pieces each time or use individual test pieces as described in 6.1. 6.5 The minimum pressing time shall be calculated by linear interpolation of those pressing times a

45、nd their related tensile shear strengths which are most near to the time corresponding to a tensile shear strength 4 N/mm. The calculated minimum pressing time shall be expressed to the nearest 5 min (for under 1 h), to the nearest 10 min (for between 1 h and 2 h) and to the nearest 15 min (for long

46、er than 2 h), rounded off to the next higher value. BS EN 302-6:2013EN 302-6:2013 (E) 8 EXAMPLE A pressing time of 4 h gives mean tensile shear strength of 3 N/mm; the mean tensile shear strength for 8 h pressing time is 6 N/mm. The result of the linear interpolation for 4 N/mm is 5 h 20 min. This c

47、alculated value would be rounded off to 5 h 30 min. 7 Test report The test report shall contain the following information: a) reference to this part of EN 302 (i.e. EN 302-6); b) the identification of the adhesive system tested; c) the proportions taken when mixing the adhesive for use; d) the value

48、 of the minimum pressing times under referenced conditions for the two glue line thicknesses at the three air temperatures respectively; e) date of issue of the report. This page deliberately left blankBSI is the independent national body responsible for preparing British Standards and other standar

49、ds-related publications, information and services. It presents the UK view on standards in Europe and at the international level. BSI is incorporated by Royal Charter. British Standards and other standardisation products are published by BSI Standards Limited.British Standards Institution (BSI)raising standards worldwideBSI389 Chiswick High Road London W4 4AL UKTel +44 (0)20 8996 9001Fax +44 (0)20 8996 Standards and PASs are periodically updated by