EN 15497:2014

Structural finger jointed solid timber - Performance requirements and minimum production requirements

This European Standard sets out provisions regarding the performance characteristics for structural finger jointed timber with rectangular cross section for use in buildings and bridges.
The use of structural finger jointed timber may be limited to certain service classes in some member states.
It also lays down minimum production provisions and procedures for Assessment and Verification of Constancy of Performance for structural finger jointed timber.
This European Standard is applicable to structural finger jointed timber made of coniferous timber species listed in this standard or poplar.
Although it may be possible to produce structural finger jointed timber made from specific broadleaf species based on some provisions of this European Standard, this standard is not applicable to these products.
This European Standard is only applicable to finger joints between timber sections of the same species.
This European Standard does not cover impressed (die-formed) finger joints.
This European Standard covers structural finger jointed timber untreated or treated against biological attack. Structural finger jointed timber treated with fire retardants is not covered.

Keilgezinktes Vollholz für tragende Zwecke - Leistungsanforderungen und Mindestanforderungen an die Herstellung

Diese Europäische Norm enthält Festlegungen hinsichtlich der Leistungsmerkmale von keilgezinktem Vollholz für tragende Zwecke mit rechteckigem Querschnitt zur Verwendung im Hoch- und Brückenbau.
ANMERKUNG    Die Verwendung von keilgezinktem Vollholz für tragende Zwecke kann in einigen Mitgliedstaaten auf bestimmte Nutzungsklassen beschränkt sein.
Diese Norm enthält ebenfalls Mindestanforderungen an die Herstellung und Verfahren zur Bewertung und Überprüfung der Leistungsbeständigkeit von keilgezinktem Vollholz für tragende Zwecke.
Diese Europäische Norm gilt für keilgezinktes Vollholz für tragende Zwecke aus Nadelholzarten, die in dieser Norm aufgeführt sind, oder Pappelholz.
Obwohl auf der Grundlage einiger Festlegungen dieser Europäischen Norm keilgezinktes Vollholz für tragende Zwecke aus besonderen Laubholzarten hergestellt werden könnte, gilt diese Norm nicht für diese Produkte.
Diese Europäische Norm gilt nur für keilgezinktes Vollholz für tragende Zwecke derselben Holzart.
Keilzinkenverbindungen, die mit Pressverformung („die-formed“) hergestellt werden, sind in dieser Europäischen Norm nicht berücksichtigt.
Diese Europäische Norm gilt für unbehandeltes oder zum Schutz gegen biologischen Befall behandeltes keilgezinktes Vollholz für tragende Zwecke. Mit Flammschutzmitteln behandeltes keilgezinktes Vollholz für tragende Zwecke ist nicht Gegenstand dieser Norm.

Bois massif de structure à entures multiples - Exigences de performances et exigences minimales de fabrication

La présente Norme Européenne spécifie les exigences concernant les caractéristiques de performance du bois de structure avec aboutages à entures multiples de section rectangulaire destiné à être utilisé dans les bâtiments et les ponts.
Dans certains États Membres, l'utilisation de bois de structure avec aboutages à entures multiples peut être limitée à certaines classes de service.
Elle spécifie également les exigences minimales relatives à la fabrication ainsi que les procédures d'évaluation et de vérification de la constance des performances du bois de structure avec aboutages à entures multiples.
La présente Norme Européenne s'applique au bois de structure avec aboutages à entures multiples fabriqué à partir des essences de bois de résineux énumérées dans la présente Norme ou de peuplier.
Bien qu'il puisse être possible de fabriquer du bois de structure avec aboutages à entures multiples à partir d'essences de bois feuillus spécifiques en se basant sur certaines exigences de la présente Norme Européenne, celle-ci ne s'applique pas à ces produits.
La présente Norme Européenne s'applique uniquement aux aboutages à entures multiples entre des profilés en bois de même essence.
La présente Norme Européenne ne traite pas des aboutages emboutis.
La présente Norme Européenne s'applique au bois de structure avec aboutages à entures multiples non traité ou traité contre les attaques biologiques. Le bois de structure avec aboutages à entures multiples traité par des produits ignifuges n'est pas couvert.

Konstrukcijski zobato spojen masivni les - Zahteve za uporabo in minimalne zahteve za proizvodnjo

Standard EN 15497 podaja določbe v zvezi z zahtevami za uporabo konstrukcijskega zobato spojenega lesa s pravokotnim prečnim prerezom pri gradnji stavb in mostov. Uporaba konstrukcijskega zobato spojenega lesa je v nekaterih državah članicah morda omejena na določene razrede storitev. Standard prav tako podaja minimalne določbe za proizvodnjo in postopke za ocenjevanje in preverjanje nespremenljivosti lastnosti konstrukcijskega zobato spojenega lesa. Ta evropski standard velja za konstrukcijski zobato spojeni les, izdelan iz iglavcev, ki so navedeni v tem standardu, ali topolovine. Čeprav je na podlagi nekaterih določb tega evropskega standarda izdelava konstrukcijskega zobato spojenega lesa iz določenih listavcev mogoča, ta standard ne velja za te izdelke. Ta evropski standard velja samo za zobate spoje med lesenimi elementi iz iste vrste lesa. Ta standard ne zajema tlačno litih zobatih spojev. Ta evropski standard zajema zaščiten in nezaščiten konstrukcijski zobato spojeni les pred biološkimi dejavniki. Konstrukcijski zobato spojeni les, ki je obdelan z zaščitnimi sredstvi proti ognju, ni zajet.

General Information

• Status: Published
• Publication Date: 29-Apr-2014
• ICS: 79.040 - Wood, sawlogs and sawn timber
• Technical Committee: CEN/TC 124 - Timber structures
• Drafting Committee: CEN/TC 124/WG 3 - Glued laminated timber
• Current Stage: 9093 - Decision to confirm - Review Enquiry
• Completion Date: 05-May-2020
• Directive: 305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
• Directive: 89/106/EEC - Construction products
• Mandate: M/112 - Mandate to CEN/CENELEC concerning the execution of standardization work for harmonized standards on structural timber products
• Ref Project: SIST EN 15497:2014 - Structural finger jointed solid timber - Performance requirements and minimum production requirements

Relations

• Replaces: EN 385:2001 - Finger jointed structural timber - Performance requirements and minimum production requirements
• Effective Date: 08-Jun-2022

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Konstrukcijski zobato spojen masivni les - Zahteve za uporabo in minimalne zahteve za proizvodnjoKeilzinkenverbindungen im Bauholz - Leistungsanforderungen und Mindestanforderungen an die HerstellungBois massif de structure à entures multiples - Exigences de performances et exigences minimales de fabricationStructural finger jointed solid timber - Performance requirements and minimum production requirements79.040Les, hlodovina in žagan lesWood, sawlogs and sawn timberICS:Ta slovenski standard je istoveten z:EN 15497:2014SIST EN 15497:2014en,fr,de01-julij-2014SIST EN 15497:2014SLOVENSKI
STANDARDSIST EN 385:20021DGRPHãþD

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 15497
April 2014 ICS 79.040 Supersedes EN 385:2001English Version
Structural finger jointed solid timber - Performance requirements and minimum production requirements
Bois massif de structure à entures multiples - Exigences de performances et exigences minimales de fabrication
Keilgezinktes Vollholz für tragende Zwecke - Leistungsanforderungen und Mindestanforderungen an die Herstellung This European Standard was approved by CEN on 6 February 2014.
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, 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 United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2014 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 15497:2014 ESIST EN 15497:2014

Release of Formaldehyde . 29 A.1 General . 29 A.2 Classification . 29 A.2.1 Provisions . 29 SIST EN 15497:2014

Additional test methods and provisions for adhesives . 31 B.1 General . 31 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. 31 B.2.1 General description . 31 B.2.2 Production of the specimens . 31 B.2.3 Test procedure and climate conditions . 32 B.2.4 Provisions . 33 B.2.5 Report . 33 Annex C (normative)
Bending tests with finger joints (including compliance criteria) . 34 C.1 Sampling. 34 C.1.1 General . 34 C.1.2 For type testing . 34 C.1.3 For factory production control . 34 C.2 Testing . 34 C.2.1 General . 34 C.2.2 Additional provisions for type testing . 34 C.2.3 Additional provisions for factory production control . 34 C.3 Compliance criteria . 35 C.3.1 For type testing . 35 C.3.2 For factory production control . 35 C.4 Report . 35 Annex D (normative)
Measurement of moisture content . 37 D.1 General . 37 D.2 Measurement of moisture content of timber during production . 37 D.3 Mean moisture content of structural finger jointed timber . 37 Annex E (normative)
Equipment . 38 Annex F (normative)
Separation tests with finger joints produced with contact-free application of adhesive . 39 Annex G (normative)
Minimum production provisions . 40 G.1 Personnel . 40 G.2 Production and storage facilities . 40 G.2.1 General . 40 G.2.2 Facilities for drying and storage of timber . 40 G.2.3 Facilities for processing and storage of adhesives .
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