EN 302-6:2023
(Main)Adhesives for load-bearing timber structures - Test methods - Part 6: Determination of the minimum pressing time under referenced conditions
Adhesives for load-bearing timber structures - Test methods - Part 6: Determination of the minimum pressing time under referenced conditions
This document specifies a method of determining the minimum pressing time for two glue line thicknesses, close contact glue line and thick glue line (between 0,3 mm and 8 mm), at three temperatures. It is applicable to adhesives used in load-bearing timber products.
This document is only intended for obtaining a reliable base of comparison of pressing 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.
Klebstoffe für tragende Holzbauteile - Prüfverfahren - Teil 6: Bestimmung der Mindestpresszeit bei Referenzbedingungen
Dieses Dokument legt ein Verfahren zur Bestimmung der Mindestpresszeit für zwei Klebstofffugendicken, d. h. eine dünne Klebstofffuge und eine dicke Klebstofffuge (zwischen 0,3 mm und 8 mm), bei drei Temperaturen fest. Es ist anwendbar für Klebstoffe für tragende Holzbauteile.
Dieses Dokument dient nur dazu, die Mindestpresszeiten von Klebstoffen auf einer zuverlässigen Grundlage zu vergleichen. Die nach diesem Verfahren erhaltenen Ergebnisse können nicht unverändert für die zuverlässige Herstellung von Holzbauteilen verwendet werden, ohne die Einflüsse von Rohdichte und Absorptionsvermögen des Holzes, Feuchtegehalt, Verarbeitungstemperatur und relativer Luftfeuchte zu berücksichtigen.
Adhésifs pour structures portantes en bois - Méthodes d’essai - Partie 6 : Détermination du temps de pressage minimal dans des conditions de référence
Le présent document spécifie une méthode qui permet de déterminer le temps de pressage minimal pour deux épaisseurs de joint de colle (joint de colle mince et joint de colle épais entre 0,3 mm et 8 mm), à trois températures. Il s’applique aux adhésifs utilisés dans les structures portantes en bois.
Le présent document vise uniquement à obtenir une base fiable de comparaison du temps de pressage des adhésifs. Cette méthode fournit des résultats qui ne sont pas applicables sans risque à la fabrication de structures en bois, sans des modifications prenant en compte l’influence de la masse volumique du bois et de son pouvoir d’absorption, de sa teneur en humidité ainsi que de la température et de l’humidité relative de l’air dans l’usine.
Lepila za nosilne lesene konstrukcije - Preskusne metode - 6. del: Določanje najkrajšega časa stiskanja pri referenčnih pogojih
Ta dokument opisuje metodo za določanje najkrajšega časa stiskanja za dve debelini lepljenega stika, tj. za zelo tanek sloj lepljenega stika in lepljeni stik debeline 0,3 mm (za lepilo za polnjenje odprtin 1,0 mm), pri treh temperaturah. Uporablja se za lepila za nosilne lesene strukture.
Ta dokument je namenjen le za pridobivanje zanesljive podlage za primerjavo časa stiskanja med lepili. Z metodo se pridobijo rezultati, ki jih ni mogoče uporabiti za varno proizvodnjo lesenih struktur brez prilagoditev zaradi vplivov gostote/absorpcije lesa, vsebnosti vlage, tovarniške temperature in relativne vlažnosti zraka.
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
01-april-2023
Lepila za nosilne lesene konstrukcije - Preskusne metode - 6. del: Določanje
najkrajšega časa stiskanja pri referenčnih pogojih
Adhesives for load-bearing timber structures - Test methods - Part 6: Determination of
the minimum pressing time under referenced conditions
Klebstoffe für tragende Holzbauteile - Prüfverfahren - Teil 6: Bestimmung der
Mindestpresszeit bei Referenzbedingungen
Adhésifs pour structures portantes en bois - Méthodes d’essai - Partie 6 : Détermination
du temps de pressage minimal dans des conditions de référence
Ta slovenski standard je istoveten z: EN 302-6:2023
ICS:
83.180 Lepila Adhesives
91.080.20 Lesene konstrukcije Timber structures
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
EN 302-6
EUROPEAN STANDARD
NORME EUROPÉENNE
February 2023
EUROPÄISCHE NORM
ICS 83.180 Supersedes EN 302-6:2013
English Version
Adhesives for load-bearing timber structures - Test
methods - Part 6: Determination of the minimum pressing
time under referenced conditions
Adhésifs pour structures portantes en bois - Méthodes Klebstoffe für tragende Holzbauteile - Prüfverfahren -
d'essai - Partie 6 : Détermination du temps de pressage Teil 6: Bestimmung der Mindestpresszeit bei
minimal dans des conditions de référence Referenzbedingungen
This European Standard was approved by CEN on 18 December 2022.
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 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 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, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and
United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2023 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 302-6:2023 E
worldwide for CEN national Members.
Contents Page
European foreword . 3
Introduction . 4
1 Scope . 6
2 Normative references . 6
3 Terms and definitions . 6
4 Symbols . 7
5 Principle . 7
6 Apparatus . 7
7 Procedure. 8
7.1 General . 8
7.2 Preparation of bonded assemblies . 8
7.3 Preparation of test specimens . 8
7.4 Test procedure . 8
8 Expression of results . 9
8.1 Tensile shear strength . 9
8.2 Failure mode . 9
9 Calculation of minimum pressing time . 9
10 Test report . 9
10.1 Adhesives . 9
10.2 Preparation of test pieces and testing procedure . 9
10.3 Test results . 10
European foreword
This document (EN 302-6:2023) has been prepared by Technical Committee CEN/TC 193 “Adhesives”,
the secretariat of which is held by UNE.
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 August 2023, and conflicting national standards shall
be withdrawn at the latest by August 2023.
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 identifying any or all such patent rights.
This document supersedes EN 302-6:2013.
The main changes compared to the previous edition are listed below:
a) the list of standards in the Introduction has been updated;
b) one new Clause (Symbols) has been introduced;
c) Clause 7 Procedure has been changed;
d) Clause 8 Expression of results has been added;
e) Clause 9 Calculation of minimum pressing time has been added;
f) Clause 10 Test report has been changed.
Any feedback and questions on this document should be directed to the users’ national standards body.
A complete listing of these bodies can be found on the CEN website.
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, France, Germany, Greece, Hungary, Iceland,
Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Republic of
North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and the
United Kingdom.
Introduction
This document is one of a series dealing with adhesives for use with timber structures, and is published
in support of the EN 1995 series, Eurocode 5: Design of timber structures. The series consists of five
classification and performance requirements for adhesives for load-bearing timber structures, phenolic
and aminoplastic adhesives (EN 301), one component polyurethane adhesives (EN 15425), emulsion
polymer isocyanate adhesives (EN 16254), two component epoxy and polyurethane adhesives for glued
in rods (EN 17334) and for on-site repair of cracked timber structures (EN 17418) and all together
twelve test methods (EN 302-1, EN 302-2, EN 302-3, EN 302-4, EN 302-5, EN 302-6, EN 302-7 and
EN 302-8, EN 15416-1, EN 15416-3, EN 15416-4 and EN 15416-5).
These European Standards have the following titles:
EN 301, Adhesives, phenolic and aminoplastic, for load-bearing timber structures — Classification and
performance requirements
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 effect 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 pressing time under referenced conditions
— Part 7: Determination of the working life under referenced conditions
— Part 8: Static load test of multiple bond line specimens in compression shear
EN 15416, 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 perpendicular to the glue line (Glass house test)
— Part 3: Creep deformation test at cyclic climate conditions with specimens loaded in bending shear
— Part 4: Determination of open assembly time under referenced conditions
— Part 5: Determination of minimum pressing time under referenced conditions
EN 15425, Adhesives — One component polyurethane (PUR) for load-bearing timber structures —
Classification and performance requirements
EN 16254, Adhesives — Emulsion polymer isocyanate (EPI) for load-bearing timber structures —
Classification and performance requirements
EN 17334, Glued-in rods in glued structural timber products — Testing, requirements and bond shear
strength classification
EN 17418, Two-component epoxy and polyurethane adhesives for on-site repair of cracked timber
structures — Testing, requirements and repair strength verification
Safety statement
Persons using this document should be familiar with the normal 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.
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 possible.
At the end of the test, it is recommended that the users of the standard take care to carry out an
appropriate disposal of the wastes, according to local regulations.
1 Scope
This document specifies a method of determining the minimum pressing time for two glue line
thicknesses, close contact glue line and thick glue line (between 0,3 mm and 8 mm), at three
temperatures. It is applicable to adhesives used in load-bearing timber products.
This document is only intended for obtaining a reliable base of comparison of pressing 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 documents are referred to in the text in such a way that some or all of their content
constitutes requirements of this document. 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, Adhesives for load-bearing timber structures - Test methods - Part 1: Determination of
longitudinal tensile shear strength
EN 384:2016+A2:2022, Structural timber - Determination of characteristic values of mechanical
properties and density
EN 923, Adhesives - Terms and definitions
ISO 5893, Rubber and plastics test equipment — Tensile, flexural and compression types (constant rate
of traverse) — Specification
ISO 6344-2, Coated abrasives — Determination and designation of grain size distribution — Part 2:
Macrogrit sizes P12 to P220
3 Terms and definitions
For the purposes of this document, the terms and definitions given in EN 302-1, EN 923 and the
following apply.
ISO and IEC maintain terminology databases for use in standardization at the following addresses:
— ISO Online browsing platform: available at https://www.iso.org/obp
— IEC Electropedia: available at https://www.electropedia.org/
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) that gives tensile shear strength
of at least 4 N/mm at a given temperature under the referenced conditions
3.3
thick glue line
glue line of nominal thickness in the range of 0,3 mm or more at the time of bonding
Note 1 to entry: Thick glue lines are achieved by using spacers, grooves or similar devices with a thickness of
0,3 mm or more when two plain members are glued together.
3.4
close contact glue line
glue line of thickness maximum 0,1 mm
Note 1 to entry: Close contact g
...
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