Timber structures - Test methods - Load bearing stapled joints

This European Standard specifies test methods for determining the strength and deformation characteristics of stapled joints in load-bearing timber structures.
The methods assess joints with members of timber (solid timber and glued laminated timber) or wood-based products in the combination proposed for use in service and using all types of staples up to 3 mm diameter for circular cross-section staples or 4 mm x 2 mm for rectangular or oval cross-section staples.
The methods determine load-slip characteristics and maximum load of joints with laterally loaded staples where various angles between the applied force and the timber grain direction or the main direction of the wood-based products, respectively, are possible.

Holzbauwerke - Prüfverfahren - Tragende Klammerverbindungen

Diese Europäische Norm legt Prüfverfahren zur Bestimmung der Festigkeits- und Verformungseigenschaften von Klammerverbindungen in tragenden Holzbauwerken fest.
Diese Verfahren prüfen Verbindungen mit Holzteilen (Vollholz und Brettschichtholz) oder Holzwerkstoffen in der für die Anwendung vorgesehenen Kombination unter Verwendung aller Typen von Klammern mit kreisförmigem Querschnitt bis zu 3 mm Durchmesser oder mit rechteckigem oder ovalem Querschnitt mit bis zu 4 mm × 2 mm.
Die Verfahren bestimmen das Last-Verschiebungs-Verhalten und die Höchstlast von Verbindungen mit rechtwinklig zum Klammerschaft beanspruchten Klammern, wobei verschiedene Winkel zwischen der einwirkenden Last und der Faserrichtung des Holzes oder der entsprechenden Hauptrichtung von Holzwerkstoffen möglich sind.

Structures en bois - Méthodes d'essai - Assemblages agrafés porteurs

La présente norme européenne définit les méthodes d'essais permettant de déterminer la résistance et la déformabilité d'assemblages agrafés dans des structures porteuses en bois.
Les méthodes supposent des assemblages de membrures en bois (bois massif ou bois lamellé collé) ou en matériaux à base de bois dans des combinaisons proposées en service et utilisant tous types d'agrafes d'un diamètre maximal de 3 mm pour les agrafes de section circulaire et de 4 mm x 2 mm pour celles de section rectangulaire ou ovale.
Les méthodes permettent de déterminer les caractéristiques force/glissement ainsi que la charge maximale pouvant être supportée par des assemblages réalisés avec des agrafes chargées latéralement avec un angle quelconque entre la force appliquée et l'orientation des fibres ou de la direction principale du matériau à base de bois.

Lesene konstrukcije - Metode preskušanja - Nosilni spoji s sponkami

Ta standard določa preskusne metode za ugotavljanje trdnostnih in deformacijskih lastnosti spojev s sponkami pri nosilnih lesenih konstrukcijah.
Metode obravnavajo spoje z lesnimi členi (iz masivnega in lepljenega lameliranega lesa) ali lesnimi proizvodi v kombinaciji, priporočeni za uporabo v praksi, pri čemer se uporabljajo vse vrste sponk s premerom največ 3 mm za sponke s krožnim prečnim prerezom ali 4 x 2 mm za sponke s pravokotnim ali ovalnim prečnim prerezom.
Na podlagi metod je mogoče določiti obremenitvene/drsne lastnosti in največjo obremenitev spojev z vodoravno vstavljenimi sponkami, pri čemer je možnih več kotov med uporabljeno silo in usmerjenostjo lesnih vlaken ali glavno usmerjenostjo lesnih proizvodov.

General Information

Status
Published
Publication Date
16-Feb-2016
Current Stage
9093 - Decision to confirm - Review Enquiry
Completion Date
08-Nov-2022

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Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Lesene konstrukcije - Metode preskušanja - Nosilni spoji s sponkamiHolzbauwerke - Prüfverfahren - Tragende KlammerverbindungenStructures en bois - Méthodes d'essai - Assemblages agrafés porteursTimber structures - Test methods - Load bearing stapled joints91.080.20Lesene konstrukcijeTimber structuresICS:Ta slovenski standard je istoveten z:EN 1381:2016SIST EN 1381:2016en,fr,de01-april-2016SIST EN 1381:2016SLOVENSKI
STANDARDSIST EN 1381:20001DGRPHãþD



SIST EN 1381:2016



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1381
February
t r s x ICS
{ sä r z rä t r Supersedes EN
s u z sã s { { {English Version
Timber structures æ Test methods æ Load bearing stapled joints Structures en bois æ Méthodes d 5essai æ Assemblages agrafés porteurs
Holzbauwerke æ Prüfverfahren æ Tragende Klammerverbindungen This European Standard was approved by CEN on
s { December
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 and United 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 x CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s u z sã t r s x ESIST EN 1381:2016



EN 1381:2016 (E) 2 Contents Page European foreword . 3 1 Scope . 4 2 Normative references . 4 3 Terms and definitions . 4 4 Symbols and abbreviations . 5 5 Materials . 7 5.1 Timber . 7 5.2 Wood-based materials . 7 5.3 Staples . 7 6 Test methods . 8 6.1 General . 8 6.2 Conditioning . 8 6.3 Fabrication of the test pieces . 8 6.4 Preparation of the test pieces . 8 6.4.1 Load parallel to grain . 8 6.4.2 Load perpendicular to grain . 9 6.5 Test procedure .
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