EN 17334:2021
(Main)Glued-in rods in glued structural timber products - Testing, requirements and bond shear strength classification
Glued-in rods in glued structural timber products - Testing, requirements and bond shear strength classification
This document specifies test methods for the determination of the suitability of two component epoxy and two component polyurethane adhesives for glued-in steel rods in glued laminated timber (GLT) and glued solid timber (GST) according to EN 14080, cross laminated timber (CLT) according to EN 16351 and laminated veneer lumber (LVL) according to EN 14374.
NOTE 1 The English term "glued-in rods" has been chosen as the established term instead of "bonded-in rods".
It specifies performance requirements and the determination of characteristic bond strength values for such adhesives for the prefabrication under factory or factory-like conditions of joints between load-bearing timber products and steel rods only. This document does not cover the performance of adhesives for on-site gluing (except for factory-like conditions).
NOTE 2 Factory like conditions provide shelter from direct weathering and dirt, prevent undue movement of the joints during curing of the adhesive and provide temperature and relative humidity conditions and control as in factory production environment.
This document also covers glued-in rods in surface treated wood. It does not cover glued-in rods in modified and stabilized wood with considerably reduced swelling and shrinkage properties, e.g. acetylated wood, heat treated wood, polymer impregnated wood and preservative treated wood.
The joints are intended for load-bearing timber structures in service classes 1 and 2 according to EN 1995-1-1 which are loaded predominantly static or quasi static according to EN 1990 and EN 1991-1-1. The joints are intended for load-bearing timber structures which are not subjected to a prolonged exposure to temperatures over 60 °C.
A design procedure for glued-in rods in glued structural timber products is given in the informative Annex A.
NOTE 3 Several provisions of this document can apply to in situ repair and upgrading of existing timber structures including (cracked/fissured) solid wood beams. For adhesives for glued-in rods used in on-site repair or applications with solid timber additional provisions apply, e.g. related to rheology and site temperature conditions. Such provisions are not part of this document.
Eingeklebte Stangen in tragenden geklebten Holzprodukten - Prüfung, Anforderungen und Scherfestigkeitsklassifizierung
Dieses Dokument legt Prüfverfahren zur Bestimmung der Eignung von Zweikomponenten-Epoxid- und Zweikomponenten-Polyurethanklebstoffen für eingeklebte Stahlstangen in Brettschichtholz (GLT, en: glued laminated timber) und in Balkenschichtholz (GST, en: glued solid timber) nach EN 14080, in Brettsperrholz (CLT, en: cross laminated timber) nach EN 16351 und in Furnierschichtholz (LVL, en: laminated veneer lumber) nach EN 14374 fest.
ANMERKUNG 1 In der englischen Fassung wurde die übliche Benennung „glued-in rods“ anstelle von „bonded-in rods“ gewählt.
Es legt ausschließlich Leistungsanforderungen und die Bestimmung der charakteristischen Festigkeitswerte der Verklebung für solche Klebstoffe für die Vorfertigung von Verbindungen zwischen tragenden Holzprodukten und Stahlstangen unter Werksbedingungen oder werksähnlichen Bedingungen fest. Dieses Dokument ist nicht anwendbar für die Leistungsfähigkeit von Klebstoffen für das Kleben auf der Baustelle (außer unter werksähnliche Bedingungen).
ANMERKUNG 2 Werksähnliche Bedingungen bieten Schutz vor direkter Bewitterung und Schmutz, verhindern eine unzulässige Bewegung der Verbindungen während des Aushärtens des Klebstoffs und bieten Bedingungen und Kontrolle der Temperatur und relativen Luftfeuchte ähnlich wie in der Produktionsumgebung einer Fabrik.
Dieses Dokument ist außerdem anwendbar für in oberflächenbehandeltes Holz eingeklebte Stangen. Es ist nicht anwendbar für eingeklebte Stangen in modifiziertem und vergütetem Holz mit deutlich verringerten Quell- und Schwindeigenschaften, z. B. acetyliertes Holz, wärmebehandeltes Holz, polymerimprägniertes Holz und mit Holzschutzmitteln behandeltes Holz.
Die Verbindungen sind für tragende Holzkonstruktionen der Nutzungsklassen 1 und 2 nach EN 1995 1 1 vorgesehen, die vorwiegend statisch oder quasistatisch nach EN 1990 und EN 1991 1 1 belastet werden. Die Verbindungen sind für tragende Holzkonstruktionen vorgesehen, die nicht über eine längere Zeitspanne Temperaturen über 60 °C ausgesetzt sind.
Ein Verfahren zur Bemessung für eingeklebte Stangen in geklebten Holzprodukten ist im informativen Anhang A aufgeführt.
ANMERKUNG 3 Mehrere Bestimmungen dieses Dokuments können für die Reparatur und Nachrüstung bestehender Holzkonstruktionen vor Ort, einschließlich (gerissener/gespaltener) Vollholzbalken anwendbar sein. Für Klebstoffe für eingeklebte Stangen, die bei Reparaturen vor Ort oder bei Anwendungen mit Vollholz verwendet werden, gelten zusätzliche Bestimmungen, z. B. in Bezug auf Rheologie und Temperaturbedingungen vor Ort. Derartige Bestimmungen sind nicht Teil dieses Dokuments.
Goujons collés dans les produits en bois de structure collé - Essais, exigences et classification de la résistance au cisaillement du joint
Le présent document spécifie des méthodes d’essai visant à déterminer l’aptitude à l’emploi des adhésifs époxydiques et polyuréthanes bicomposants pour les goujons en acier collés dans du bois lamellé collé (GLT) et du bois massif reconstitué (GST) selon l’EN 14080, dans du bois lamellé croisé (CLT) selon l’EN 16351 et dans du lamibois (LVL) selon l’EN 14374.
NOTE 1 En anglais, le terme « glued-in rods » a été choisi comme terme consacré au lieu de « bonded-in rods ».
Le présent document spécifie les exigences de performance et la détermination des valeurs caractéristiques de résistance du joint pour ces adhésifs, uniquement pour ce qui concerne la préfabrication en conditions d’usine ou dans des conditions similaires aux conditions d’usine des assemblages entre produits porteurs en bois et goujons en acier. Le présent document ne couvre pas les performances des adhésifs pour le collage sur site (à l’exception des conditions similaires aux conditions d’usine).
NOTE 2 Les conditions similaires aux conditions d’usine impliquent un abri contre l’exposition directe aux intempéries et à la saleté, empêchent un mouvement intempestif des assemblages pendant la polymérisation de l’adhésif et assurent des conditions de température et d’humidité relative et un contrôle semblables à ceux de l’environnement de production d’une usine.
Le présent document traite également des goujons collés dans du bois ayant reçu un traitement de surface. Il ne couvre pas les goujons collés dans les bois modifiés et stabilisés ayant des propriétés de retrait et de gonflement fortement réduites, par exemple les bois acétylés, les bois traités thermiquement, les bois imprégnés de polymère et les bois traités avec un produit de préservation.
Les assemblages sont destinés aux structures portantes en bois des classes de service 1 et 2 selon l’EN 1995 1 1, qui sont soumises à des charges essentiellement statiques ou quasi statiques selon l’EN 1990 et l’EN 1991 1 1. Les assemblages sont destinés à des structures portantes en bois qui ne sont pas soumises à une exposition prolongée à des températures supérieures à 60 °C.
Une méthode de calcul pour les goujons collés dans les produits en bois de structure collé est décrite dans l’Annexe A, informative.
NOTE 3 Plusieurs dispositions du présent document peuvent s’appliquer à la réparation et à la remise en état in situ de structures en bois existantes, y compris de poutres en bois massif (fissurées). S’agissant des adhésifs pour goujons collés utilisés pour des réparations sur site ou dans des applications avec bois massif, des dispositions supplémentaires s’appliquent, par exemple concernant la rhéologie et les conditions de température sur site. Ces dispositions ne figurent pas dans le présent document.
Vlepljene palice v lepljenih lesenih gradbenih proizvodih - Preskušanje, zahteve in klasifikacija strižne trdnosti spojev
General Information
Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN 17334:2021
01-maj-2021
Vlepljene palice v lepljenih lesenih gradbenih proizvodih - Preskušanje, zahteve in
klasifikacija strižne trdnosti spojevGlued-in rods in glued structural timber products - Testing, requirements and bond shear
strength classificationEingeklebte Stangen in tragenden geklebten Holzprodukten - Prüfung, Anforderungen
und ScherfestigkeitsklassifizierungGoujons collés dans les produits en bois de structure collé - Essais, exigences et
classification de la résistance au cisaillement du jointTa slovenski standard je istoveten z: EN 17334:2021
ICS:
83.180 Lepila Adhesives
91.080.20 Lesene konstrukcije Timber structures
SIST EN 17334:2021 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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SIST EN 17334:2021
EN 17334
EUROPEAN STANDARD
NORME EUROPÉENNE
March 2021
EUROPÄISCHE NORM
ICS 83.180
English Version
Glued-in rods in glued structural timber products -
Testing, requirements and bond shear strength
classification
Goujons collés dans les produits en bois de structure Eingeklebte Stangen in tragenden geklebten
collé - Essais, exigences et classification de la résistance Holzprodukten - Prüfung, Anforderungen und
au cisaillement du joint ScherfestigkeitsklassifizierungThis European Standard was approved by CEN on 8 February 2021.
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, Turkey 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
© 2021 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 17334:2021 E
worldwide for CEN national Members.---------------------- Page: 3 ----------------------
SIST EN 17334:2021
EN 17334:2021 (E)
Contents Page
European foreword ....................................................................................................................................................... 4
1 Scope .................................................................................................................................................................... 5
2 Normative references .................................................................................................................................... 5
3 Terms and definitions ................................................................................................................................... 6
4 Symbols ............................................................................................................................................................... 8
5 General requirements ................................................................................................................................ 11
6 Classification .................................................................................................................................................. 11
6.1 Adhesive .......................................................................................................................................................... 11
6.2 Rods, wood products and species........................................................................................................... 11
7 Bond strength of the adhesive-wood interface ................................................................................. 11
7.1 General ............................................................................................................................................................. 11
7.2 Requirements ................................................................................................................................................ 12
7.2.1 Bond strength in longitudinal tensile shear test .............................................................................. 12
7.2.2 Resistance to delamination ...................................................................................................................... 12
7.2.3 Effect of wood shrinkage on the shear strength................................................................................ 12
7.2.4 Effect of compression shear and climatic changes ........................................................................... 12
7.3 Test methods ................................................................................................................................................. 12
7.3.1 Determination of bond strength in longitudinal tensile shear test ........................................... 12
7.3.2 Determination of resistance to delamination .................................................................................... 13
7.3.3 Determination of the effect of wood shrinkage on the shear strength ..................................... 13
7.3.4 Determination of compression shear and climatic changes ........................................................ 13
8 Bond shear strength of glued-in steel rods ......................................................................................... 13
8.1 General ............................................................................................................................................................. 13
8.2 Specimen ......................................................................................................................................................... 13
8.2.1 Build-up, dimensions .................................................................................................................................. 13
8.2.2 Timber material ........................................................................................................................................... 14
8.2.3 Steel rod ........................................................................................................................................................... 15
8.3 Procedure........................................................................................................................................................ 16
8.3.1 Manufacture of bond ................................................................................................................................... 16
8.3.2 Test schemes .................................................................................................................................................. 17
8.3.3 Test procedure .............................................................................................................................................. 18
8.4 Expression of test results .......................................................................................................................... 20
8.5 Determination of declared characteristic bond shear strength values.................................... 21
9 Determination of bond temperature resistance ............................................................................... 22
9.1 General ............................................................................................................................................................. 22
9.2 Specimen ......................................................................................................................................................... 23
9.3 Procedure........................................................................................................................................................ 23
10 Bond creep rupture test at very high and low moisture content ................................................ 26
10.1 General ............................................................................................................................................................. 26
10.2 Specimen ......................................................................................................................................................... 26
10.3 Procedure........................................................................................................................................................ 26
10.4 Requirement .................................................................................................................................................. 26
11 Working properties of the adhesive ...................................................................................................... 27
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11.1 General ............................................................................................................................................................. 27
11.2 Determination of working life under reference conditions .......................................................... 27
11.3 Determination of open assembly time .................................................................................................. 27
11.4 Determination of curing time under reference conditions ........................................................... 27
11.5 Determination of time to fully cured state .......................................................................................... 28
11.5.1 General ............................................................................................................................................................. 28
11.5.2 Specimens and manufacture .................................................................................................................... 28
11.5.3 Number and treatment of the specimens ............................................................................................ 30
11.5.4 Test procedures ............................................................................................................................................ 30
11.5.5 Expression of results ................................................................................................................................... 31
11.5.6 Determination of time to fully cured state .......................................................................................... 31
11.5.7 Declared time to fully cured state ........................................................................................................... 32
12 Test report ...................................................................................................................................................... 32
12.1 The adhesive ................................................................................................................................................... 32
12.2 Preparation of specimens and testing procedure ............................................................................ 33
12.3 Test results ...................................................................................................................................................... 33
Annex A (informative) Design procedure for glued in rods in GLT, GST, LVL and CLT..................... 34
Annex B (informative) Common alternatives for adhesive infill in drilled holes .............................. 41
Bibliography ................................................................................................................................................................. 42
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EN 17334:2021 (E)
European foreword
This document (EN 17334:2021) 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 September 2021, and conflicting national standards shall
be withdrawn at the latest by September 2021.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.
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, Turkey and the United
Kingdom.---------------------- Page: 6 ----------------------
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EN 17334:2021 (E)
1 Scope
This document specifies test methods for the determination of the suitability of two component epoxy
and two component polyurethane adhesives for glued-in steel rods in glued laminated timber (GLT) and
glued solid timber (GST) according to EN 14080, cross laminated timber (CLT) according to EN 16351
and laminated veneer lumber (LVL) according to EN 14374.NOTE 1 The English term “glued-in rods” has been chosen as the established term instead of “bonded-in rods”.
It specifies performance requirements and the determination of characteristic bond strength values for
such adhesives for the prefabrication under factory or factory-like conditions of joints between load-
bearing timber products and steel rods only. This document does not cover the performance of adhesives
for on-site gluing (except for factory-like conditions).NOTE 2 Factory like conditions provide shelter from direct weathering and dirt, prevent undue movement of the
joints during curing of the adhesive and provide temperature and relative humidity conditions and control as in
factory production environment.This document also covers glued–in rods in surface treated wood. It does not cover glued-in rods in
modified and stabilized wood with considerably reduced swelling and shrinkage properties, e.g.
acetylated wood, heat treated wood, polymer impregnated wood and preservative treated wood.
The joints are intended for load-bearing timber structures in service classes 1 and 2 according to
EN 1995-1-1 which are loaded predominantly static or quasi static according to EN 1990 and
EN 1991-1-1. The joints are intended for load-bearing timber structures which are not subjected to a
prolonged exposure to temperatures over 60 °C.A design procedure for glued-in rods in glued structural timber products is given in the informative
Annex A.NOTE 3 Several provisions of this document can apply to in situ repair and upgrading of existing timber
structures including (cracked/fissured) solid wood beams. For adhesives for glued-in rods used in on-site repair or
applications with solid timber additional provisions apply, e.g. related to rheology and site temperature conditions.
Such provisions are not part of this document.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 strengthEN 302-2, Adhesives for load-bearing timber structures — Test methods — Part 2: Determination of
resistance to delaminationEN 302-4, Adhesives for load-bearing timber structures — Test methods — Part 4: Determination of the
effects of wood shrinkage on the shear strengthEN 302-5, Adhesives for load-bearing timber structures — Test methods — Part 5: Determination of
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EN 302-6, Adhesives for load-bearing timber structures — Test methods — Part 6: Determination of the
minimum pressing time under referenced conditionsEN 302-7, Adhesives for load-bearing timber structures — Test methods — Part 7: Determination of the
working life under referenced conditionsEN 302-8, Adhesives for load-bearing timber structures — Test methods — Part 8: Static load test of
multiple bond line specimens in compression shearEN 923, Adhesives — Terms and definitions
EN 10080, Steel for the reinforcement of concrete — Weldable reinforcing steel — General
EN 13183-1, Moisture content of a piece of sawn timber — Part 1: Determination by oven dry method
EN 14080:2013, Timber structures — Glued laminated timber and glued solid timber — Requirements
EN 14358, Timber structures — Calculation and verification of characteristic values
EN 14374, Timber structures — Structural laminated veneer lumber — RequirementsEN 16351, Timber structures — Cross laminated timber — Requirements
EN ISO 898-1, Mechanical properties of fasteners made of carbon steel and alloy steel — Part 1: Bolts,
screws and studs with specified property classes — Coarse thread and fine pitch thread (ISO 898-1)
EN ISO 3506-1, Fasteners — Mechanical properties of corrosion-resistant stainless steel fasteners — Part 1:
Bolts, screws and studs with specified grades and property classes (ISO 3506-1)3 Terms and definitions
For the purposes of this document, the terms and definitions given in EN 923 and the following apply.
ISO and IEC maintain terminological databases for use in standardization at the following addresses:
— IEC Electropedia: available at http://www.electropedia.org/— ISO Online browsing platform: available at https://www.iso.org/obp
3.1
two component epoxy adhesive
thermosetting synthetic resin derived from a exothermic polymerization reaction of an epoxide group
with amines, acid anhydrides, phenols, alcohols or thiols3.2
two component polyurethane adhesive
urethane polymers which are cross-linked by the reaction between polyol or polyamine with isocyanate
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EN 17334:2021 (E)
3.3
service class 1
climatic conditions characterized by a moisture content in the materials corresponding to a temperature
of 20 °C and the relative humidity of the surrounding air only exceeding 65 % for a few weeks per year
Note 1 to entry: In service class 1, which comprises typical indoor conditions, the average moisture content in
most softwoods will not exceed 12 %.[SOURCE: EN 1995-1-1:2004, 2.3.1.3, modified – Indoor conditions added in Note 1 to entry]
3.4service class 2
climatic conditions characterized by a moisture content in the materials corresponding to a temperature
of 20 °C and the relative humidity of the surrounding air only exceeding 85 % for a few weeks per year
Note 1 to entry: In service class 2, to which most covered exterior conditions belong, the average moisture
content in most softwoods will not exceed 20 %.[SOURCE: EN 1995-1-1:2004, 2.3.1.3, modified – Covered exterior conditions added in Note 1 to entry]
3.5glue line
adhesive layer between the wood members
[SOURCE: EN 301:2017, 3.7]
3.6
thick glue line
glue line of nominal thickness in the range of 0,3 mm to 4,0 mm 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 to 4,0 mm when two plain members are glued together.[SOURCE: EN 301:2017, 3.8, modified — Maximum thickness has been increased to 4 mm.]
3.7close contact glue line
glue line thickness of maximum 0,1 mm
Note 1 to entry: Close contact glue line is considered to be achieved by pressing together two plane wood
members with a clamping pressure of (0,8 ± 0,1) N/mm without grooves, spacers or similar device.
[SOURCE: EN 301:2017, 3.9, modified — “considered to be” has been added.]3.8
bond line
glue line including the two intermediate zones between adhesive and wood
[SOURCE: EN 15425:2017, 3.6]
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EN 17334:2021 (E)
4 Symbols
a cross-section length of specimen, in millimetres (mm)
a equation parameter, in newtons per square millimetre (N/mm )
0,250
a equation parameter, in newtons per square millimetre (N/mm )
0,500
a equation parameter, in newtons per square millimetre (N/mm )
200
a equation parameter, in newtons per square millimetre (N/mm )
400
a equation parameter, in newtons per square millimetre (N/mm )
500
a equation parameter, in newtons per square millimetre (N/mm )
600
b edge lengths of the net cross-section, in millimetres (mm)
c equation parameter, in newtons per cubic millimetre (N/mm )
200
c equation parameter, in newtons per cubic millimetre (N/mm )
500
d nominal rod diameter, in millimetres (mm)
d distance of displacement sensor to rod axis, in millimetre (mm)
d distance of displacement sensor fixation vs. specimen and grain face, in millimetre
(mm)d diameter of drilled hole, in millimetres (mm)
drill
f apparent tensile strength, in newtons per square millimetre (N/mm )
t,app
F tension load in newtons (N)
F maximum load in tensile test, in newtons (N)
t,max
F maximum load in block shear test, in newtons (N)
v,max
F target load (temperature resistance test), in newtons (N)
target
F target load (creep rupture test at very high and low moisture content), in newtons
t,DOL(N)
f block shear strength (monolithic adhesive specimen), in newtons per square
millimetre (N/mm )
f bond strength, in newtons per square millimetre (N/mm )
f characteristic bond strength value of bond length of 200 mm
vr,200,k
f declared characteristic bond strength value (5 % quantile) of bond length range
vr,250,k,dcl ≤ 250 mm, in newtons per square millimetre (N/mm )
f characteristic bond strength value of bond length of 400 mm
vr,400,k
declared characteristic bond strength value (5 % quantile) of bond length range
vr,la 500,≤ k,dc
250 mm < la ≤ 500 mm, in newtons per square millimetre (N/mm )
f characteristic bond strength value of bond length of 600 mm
vr,600,k
declared characteristic bond strength value (5 % quantile) of bond length range
vr,la 1000,≤ k,dc
500 mm < l ≤ 1 000 mm
f characteristic bond strength value of bond length range l
vr,la,k a
f mean bond strength for a bond line thickness of 2 mm, in newtons per square
vr,la,2mm,mean
millimetre (N/mm )
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f mean bond strength for a bond line thickness of 4 mm, in newtons per square
vr,la,4mm,mean
millimetre (N/mm )
f mean bond strength for a bond line thickness of 6 mm, in newtons per square
vr,la,6mm,mean
millimetre (N/mm )
f characteristic bond strength value (5 % quantile), in newtons per square millimetre
vr,la,tB,k(N/mm )
f arithmetic mean bond strength value in newtons per square millimetre (N/mm )
vr,la,tB,mean
f declared characteristic bond shear strength (5 % quantile), in newtons per square
vr,k,dcmillimetre (N/mm )
f density influenced bond shear strength, in newtons per square millimetre (N/mm )
vr,ρf density corrected bond shear strength, in newtons per square millimetre (N/mm )
vr,ρrefk bond strength ratio between two bond line thicknesses
d,la
l total length of timber specimen, in millimetres (mm)
l nominal bonded length of steel rod, in millimetres (mm)
l maximum declared rod length, in millimetres (mm)
a,dc,max
l minimum declared rod length, in millimetres (mm)
a,dc,min
l length to fix the rod in the grips of the test machine, in millimetres (mm)
clamping
l length of drill hole, in millimetres (mm)
drill
l length of the rod inside the drill hole that is not able to take load (e.g. spacers), in
not bondedmillimetres (mm)
l distance between the grounds of the drilled holes in the specimen, in millimetres
(mm)l edge lengths of the net cross-section, in millimetres (mm)
l total rod length, in millimetres (mm)
rod,tot
𝜌𝜌 density of the timber specimen at 12 % moisture content, in kilograms per cubic
metre (kg/m )𝜌𝜌 reference density, in kilograms per cubic metre (kg/m )
ref
s slip displacement
t bond line thickness, in millimetres (mm) (t = (d − d)/2)
b b drill
t total bond line thickness, in millimetres (mm) (t = 2 t )
B B b
T Temperature, in degrees Celsius (°C)
T applied temperature, in degrees Celsius (°C)
app
T target temperature at bond line, in degrees Celsius (°C)
bond,target
t loading time
t cooling down period, in hours (h)
cool
tcycle,1 time of first heating-cooling-load-cycle, in hours (h)
t time of second heating-cooling-load-cycle, in hours (h)
cycle,2
t heating period, in hours (h)
heat
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t total time of both temperature-load cycles, in hours (h)
total
t time of the attainment of the target load, in minutes
ramp
t constant temperature period, in hours (h)
rod60
u percentage target wood moisture content (%)
target
V density correction exponent
Δu difference in average moisture contents between the moist and dry state, in percent
(%)Additional symbols of Annex A:
A stress design relevant cross-section of steel rod, in square millimetres (mm )
a minimum distance of axially loaded glued-in rods (in grain direction), in millimetres
(mm)a minimum distance of axially loaded glued-in rods (perpendicular grain direction), in
millimetres (mm)a , a minimum edge distance of axially loaded glued-in rods, in millimetres (mm)
1,c 2,c
a minimum distance of axially loaded glued-in rods (loaded end grain face), in
3,t
millimetres (mm)
a minimum distance of axially loaded glued-in rods (unloaded end grain face), in
3,c
millimetres (mm)
a minimum distance of axially loaded glued-in rods (loaded edge), in millimetres
4,t
(mm)
a minimum distance of axially loaded glued-in rods (unloaded edge), in millimetres
4,c(mm)
γ partial factor for material properties, also accounting for model uncertainties and
dimensional variationsF design value for the withdrawal (pull-out) capacity, in newtons (N)
ax,Rd
F , F design values of shear force at both sides of the connection, in newtons (N)
v,Ed,1 v,Ed,2f design value of bond shear strength, in newtons per square millimetre (N/mm )
vr,d
f declared characteristic bond strength value (5 % quantile) of bond length range l ,
vr,la,dc,k ain newtons per square millimetre (N/mm )
f design value of yield strength of steel rod, in newtons per square millimetre
y,d
(N/mm )
F , F design value and characteristic value of resistance to tension perpendicular to grain
90,Rd 90,Rkof the loaded member, in newtons (N)
h, b depth and width of timber member, in millimetres (mm)
h projected rod embedment length perpendicular to grain, in millimetres (mm)
kmod modification factor for duration of load and moisture content
l minimum bond length, in millimetres (mm)
a,min
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SIST EN 17334:2021
EN 17334:2021 (E)
5 General requirements
Adhesives for structural purpose shall produce joints of such strength and durability that the integrity of
the bond in the glued-in rod joint is maintained throughout the expected lifetime of the structure.
6 Classification6.1 Adhesive
If the adhesive meets the requirements of Clause 7 to Clause 10 it shall be classified as type I. The
classification of the adhesive consists of:— number of this document and year of publication;
— type of adhesive (I);
— bond temperature resistance, in degrees Celsius °C;
— maximum bond length, in millimetres;
— maximum bond line thickness, in millimetres;
— working properties (adhesives tested for working properties according to Clause 11 are specified by
the letter “w” at the end of the designation code).EXAMPLE EN 17334:2021-I-60-500-4 w.
6.2 Rods, wood products and species
The type of rod (rebars, rods with metric thread), the tested rod dimensions d and l , the applicable wood
product (GLT, GST, CLT including lay-up and LVL including lay-up) and wood species shall be declared.
7 Bond strength of the adhesive-wood interface7.1 General
Adhesives complying with this document shall meet the performance requirements specified in 7.2.1 to
7.2.4 when tested in accordance with the following test methods:a) tensile shear test (see 7.3.1) using bonded specimens made from beech (Fagus sylvatica L.);
b) delamination test (see 7.3.2) on bonded specimens mad...
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