Timber structures - Cross laminated timber - Requirements

This document specifies the requirements for cross laminated timber with rectangular cross-sections shaped by sawing, planning or other methods.
This document covers cross laminated timber, untreated or treated against biological attack.
This document does not cover timber treated by fire retardant products.

Holzbauwerke - Brettsperrholz - Anforderungen

Diese Europäische Norm legt die Leistungsanforderungen und die Mindestanforderungen an die Herstellung der folgenden Brettsperrholzprodukte zur Verwendung im Hochbau und im Brückenbau fest, die Maßabweichungen nach dieser Norm aufweisen:
a)   Brettsperrholz;
b)   Brettsperrholz mit Universal Keilzinkenverbindungen.
Darüber hinaus enthält die Norm Festlegungen zur Konformitätsbewertung und Kennzeichnung von Brettsperrholzprodukten.
Diese Europäische Norm gilt für Brettsperrholzprodukte aus den in dieser Norm aufgelisteten Nadelholzarten mit mindestens drei rechtwinklig zueinander verklebten Lagen. Je nach Anzahl der Lagen dürfen aneinandergrenzende Lagen parallel zur Faser verklebt werden. Bauholzlagen bestehen aus Bauholz, das entsprechend EN 14081 1 nach Festigkeit sortiert ist und die in dieser Norm festgelegten Maße aufweist.
Diese Europäische Norm gilt auch für Brettsperrholzprodukte mit Lagen aus Holzwerkstoffen.
In dieser Europäischen Norm sind Anforderungen an ebene und gekrümmte Produkte aus Brettsperrholz festgelegt.
Die Festlegungen dieser Europäischen Norm gelten für Brettsperrholzprodukte mit Universal Keilzinkenverbindungen mit einer Keilzinkenlänge von mindestens 45 mm, die ausschließlich aus Bauholzlagen bestehen und zwischen den verbundenen Bauteilen keine regelmäßige Änderung der Faserrichtung aufweisen.
Darüber hinaus legt diese Europäische Norm Anforderungen an Brettsperrholzprodukte fest, die gegen biologischen Befall behandelt wurden. Mit Feuerschutzmittel behandelte Brettsperrholzprodukte sind nicht Gegenstand dieser Norm.
Diese Europäische Norm deckt Brettsperrholz zur Verwendung entsprechend der Nutzungsklasse 1 oder Nutzungsklasse 2 ab.

Structures en bois - Bois lamellé croisé - Exigences

La présente Norme européenne spécifie les exigences de performance et les exigences minimales relatives à la fabrication des produits en bois lamellé croisé suivants destinés à être utilisés dans les bâtiments et les ponts, présentant les écarts de dimensions spécifiés dans la présente norme :
a)   bois lamellé croisé ;
b)   bois lamellé croisé avec aboutages à entures multiples de grandes dimensions.
Elle établit également des dispositions concernant l’évaluation de la conformité et le marquage de produits en bois lamellé croisé.
La présente Norme européenne est applicable aux produits en bois lamellé croisé fabriqués à partir des essences de bois de résineux énumérées dans la présente norme et constitués d’au moins trois couches collées orthogonalement. En fonction du nombre de couches, les couches contigües peuvent être collées parallèlement au fil. Les couches de bois sont constituées de bois classé selon la résistance conformément à l’EN 14081-1 et dont la taille est conforme aux spécifications de la présente Norme.
La présente Norme européenne est également applicable aux produits en bois lamellé croisé comprenant des couches de panneaux à base de bois.
La présente Norme européenne définit les exigences pour les produits en bois lamellé croisé plans et courbes.
Les spécifications de la présente Norme européenne sont valables pour les produits en bois lamellé croisé avec des aboutages à entures multiples ayant une longueur d’enture d’au moins 45 mm, constitués exclusivement de couches de bois pour lesquelles le sens du fil ne change pas régulièrement d’un composant à l’autre.
La présente Norme européenne spécifie également les exigences relatives aux produits en bois lamellé croisé traités contre les attaques biologiques. Les produits en bois lamellé croisé traités par des produits ignifuges ne sont pas couverts.
La présente Norme européenne couvre le bois lamellé croisé destiné à être utilisé dans la classe de service 1 ou 2.

Lesene konstrukcije - Križno lamelirani les - Zahteve

Ta dokument določa zahteve za križno lameliran les s pravokotnimi preseki, narejen z žaganjem, oblanjem ali drugimi metodami. Ta evropski standard zajema križno lameliran les, nezaščiten ali zaščiten pred biološkimi dejavniki. Ta dokument ne zajema lesa, obdelanega z ognjevarnimi izdelki.

General Information

Status
Withdrawn
Public Enquiry End Date
28-Feb-2012
Publication Date
11-Nov-2015
Withdrawal Date
17-May-2021
Technical Committee
Current Stage
9900 - Withdrawal (Adopted Project)
Start Date
19-Apr-2021
Due Date
12-May-2021
Completion Date
18-May-2021

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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Lesene konstrukcije - Križno lamelirani les - ZahteveHolzbauwerke - Brettsperrholz - AnforderungenStructures en bois - Bois lamellé croisé - ExigencesTimber structures - Cross laminated timber - Requirements91.080.20Lesene konstrukcijeTimber structures79.060.10Vezan lesPlywoodICS:Ta slovenski standard je istoveten z:EN 16351:2015SIST EN 16351:2015en,fr,de01-december-2015SIST EN 16351:2015SLOVENSKI
STANDARD



SIST EN 16351:2015



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 16351
October
t r s w ICS
y {ä r x rä s r English Version
Timber structures æ Cross laminated timber æ Requirements Structures en bois æ Bois lamellé croisé æ Exigences
Holzbauwerke æ Brettsperrholz æ Anforderungen This European Standard was approved by CEN on
t { August
t r s wä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey andUnited Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Avenue Marnix 17,
B-1000 Brussels
9
t r s w CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s x u w sã t r s w ESIST EN 16351:2015



EN 16351:2015 (E) 2 Contents Page European foreword . 6 Introduction . 7 1 Scope . 8 2 Normative references . 9 3 Terms and definitions . 10 4 Symbols . 14 4.1 Main symbols . 14 4.2 Subscripts . 15 5 Components and product characteristics, testing and assessment methods. 16 5.1 Components characteristics . 16 5.1.1 Timber to be used in laminations . 16 5.1.2 Laminations . 16 5.1.3 Timber layers . 17 5.1.4 Wood-based panel layers . 17 5.1.5 Species . 17 5.1.6 Adhesives for the production of cross laminated timber . 18 5.2 Characteristics of cross laminated timber . 20 5.2.1 General . 20 5.2.2 Geometrical data . 20 5.2.3 Strength and stiffness properties of cross laminated timber . 24 5.2.4 Strength and stiffness properties of cross laminated timber with large finger joints . 25 5.2.5 Bonding strength . 26 5.2.6 Resistance to fire . 27 5.2.7 Reaction to fire . 27 5.2.8 Dimensional stability . 29 5.2.9 Release of dangerous substances . 29 5.2.10 Durability . 30 6 Assessment and Verification of Constancy of Performance (AVCP) . 31 6.1 General . 31 6.2 Type testing . 31 6.2.1 General . 31 6.2.2 Test samples, testing and compliance criteria . 32 6.2.3 Test reports . 36 6.2.4 Shared other party results . 36 6.2.5 Cascading determination of the product type results . 37 6.3 Factory production control (FPC) . 38 6.3.1 General . 38 6.3.2 Requirements . 39 6.3.3 Product specific requirements . 45 6.3.4 Initial inspection of factory and of FPC . 45 6.3.5 Continuous surveillance of FPC . 46 6.3.6 Procedure for modifications . 46 7 Marking and labelling . 46 SIST EN 16351:2015



EN 16351:2015 (E) 3 7.1 General . 46 7.2 Cross laminated timber . 47 Annex A (normative)
Release of Formaldehyde . 48 A.1 General . 48 A.2 Classification . 48 A.2.1 Cross laminated timber . 48 A.2.2 Cross laminated timber with large finger joints . 49 Annex B (normative)
Additional test methods and requirements for adhesives . 50 B.1 General . 50 B.2 Long-term sustained load test at cyclic climate conditions with specimens loaded perpendicular to the glue line for moisture curing one-component polyurethane and emulsion polymer isocyanate adhesives (glass house test) . 50 B.2.1 General description . 50 B.2.2 Production of the specimens . 50 B.2.3 Test procedure and climate conditions . 51 B.2.4 Requirements . 52 B.2.5 Test report . 52 Annex C (normative)
Delamination test of glue lines between layers . 53 C.1 Principle . 53 C.2 Apparatus . 53 C.2.1 Pressure vessel . 53 C.2.2 Drying duct . 53 C.2.3 Balance . 53 C.2.4 Metal wedge and hammer . 53 C.3 Sampling and preparation of test pieces . 53 C.4 Procedures . 54 C.4.1 General . 54 C.4.2 Measurement and evaluation of delamination . 54 C.4.3 Test cycle . 55 C.5 Results . 55 C.5.1 General . 55 C.5.2 Total delamination . 55 C.5.3 Maximum delamination . 56 C.5.4 Wood failure percentage . 56 C.6 Test report . 56 Annex D (normative)
Shear tests . 57 D.1 Principle . 57 D.2 Apparatus . 57 D.2.1 Testing machine . 57 D.2.2 Shearing tool . 57 D.3 Test pieces . 58 D.3.1 General . 58 D.3.2 Test pieces for edge bonds in timber layers . 58 D.3.3 Test pieces for glue lines between layers . 58 D.3.4 Test pieces for testing single glue lines within cross laminated timber . 60 D.3.5 Sampling of test pieces . 60 D.3.6 Marking of test pieces . 61 D.4 Procedure . 61 D.5 Results . 61 D.6 Test report . 62 SIST EN 16351:2015



EN 16351:2015 (E) 4 Annex E (normative)
Tests with laminations with or without finger joints (including compliance criteria) . 63 E.1 Sampling . 63 E.1.1 General . 63 E.1.2 For type testing . 63 E.1.3 For factory production control . 63 E.2 Testing . 63 E.2.1 General . 63 E.2.2 Additional requirements for type testing . 63 E.2.3 Additional requirements for factory production control . 63 E.3 Compliance criteria of finger joints in laminations . 64 E.3.1 For type testing . 64 E.3.2 For factory production control . 64 E.4 Report of tests with finger joints in laminations . 64 E.5 Tests with laminations without finger joints . 65 Annex F (normative)
Determination of strength, stiffness and density properties of cross laminated timber . 66 F.1 Indices . 66 F.2 General . 69 F.2.1 Sampling . 69 F.2.2 Specimens . 69 F.2.3 Testing . 69 F.2.4 Analysis of test results . 70 F.2.5 Test reports . 70 F.3 Characteristics determined by tests with loads perpendicular to the plane . 70 F.3.1 Bending test . 70 F.3.2 (Rolling) shear strength and stiffness derived from bending tests . 71 F.3.3 (Rolling) shear strength and stiffness derived from shear test (alternative test method) . 72 F.3.4 Compression perpendicular to the plane . 74 F.3.5 Large finger joint - Bending test . 74 F.4 Characteristics determined by tests with in-plane loads . 75 F.4.1 Bending . 75 F.4.2 Shear values within a layer – net cross section . 76 F.4.3 Shear values for glue lines between layers – torsional shear . 77 F.4.4 Shear stiffness for cross laminated timber in plane by bending test . 78 F.4.5 Large finger joint - Bending test . 79 Annex G (normative)
Measurement of moisture content . 80 G.1 General . 80 G.2 Measurement of moisture content of boards during production . 80 G.3 Mean moisture content of cross laminated timber made from timber laminations . 80 Annex H (normative)
Separation tests with finger joints in laminations produced with contact-free application of adhesive . 81 Annex I (normative)
Minimum production requirements . 82 I.1 Personnel . 82 I.2 Production and storage facilities . 82 I.2.1 General . 82 I.2.2 Facilities for drying and storage of timber . 82 I.2.3 Facilities for processing and storage of adhesives . 82 I.2.4 Facilities for production and curing . 82 I.3 Equipment . 83 I.4 Finger joints in laminations . 83 SIST EN 16351:2015



EN 16351:2015 (E) 5 I.4.1 Wane and edge damages . 83 I.4.2 Finger joint geometry . 84 I.4.3 Knots and local grain deviation . 84 I.4.4 Moisture content at bonding . 85 I.4.5 Bonding surface and application of the adhesive . 85 I.4.6 Time between cutting and adhesive application . 86 I.4.7 Pressure . 86 I.4.8 Curing . 86 I.5 Bonding of laminations and layers . 87 I.5.1 General . 87 I.5.2 Moisture content at bonding . 87 I.5.3 Bonding surfaces and adhesive application. 87 I.5.4 Cramping. 87 I.5.5 Glue line thickness . 87 I.5.6 Curing . 88 I.6 Cross laminated timber with large finger joints . 88 I.6.1 Cross laminated timber to be jointed . 88 I.6.2 Moisture content at bonding . 88 I.6.3 Finger joint geometry . 88 I.6.4 Machining of the fingers . 88 I.6.5 Adhesive, bonding surface and adhesive application . 88 I.6.6 Cramping. 89 I.6.7 Glue line thickness . 89 I.6.8 Curing . 89 Annex ZA (informative)
Clauses of this European Standard addressing the requirements of the EU Construction Products Regulation . 90 Bibliography . 102
SIST EN 16351:2015



EN 16351:2015 (E) 6 European foreword This document (EN 16351:2015) has been prepared by Technical Committee CEN/TC 124 “Timber structures”, the secretariat of which is held by AFNOR. 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 April 2016, 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 [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports basic work requirements of Regulation (EU) No 305/2011. For relationship with the EU Regulations, see informative Annex ZA, which is an integral part of this document. 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, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Sloveni
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