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NF EN 385 : 2002

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

FINGER JOINTED STRUCTURAL TIMBER - PERFORMANCE REQUIREMENTS AND MINIMUM PRODUCTION REQUIREMENTS

Superseded date

01-08-2013

Published date

12-01-2013

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Avant-propos
Introduction
1 Domaine d'application
2 Références normatives
3 Termes et définitions
4 Symboles
5 Exigences
  5.1 Généralités
  5.2 Bois
  5.3 Adhésifs
  5.4 Résistance à la flexion
6 Exigences de fabrication
  6.1 Conditions de fabrication
  6.2 Bois
  6.3 Application de l'adhésif
  6.4 Assemblage et pression axiale
7 Controle de la qualité
  7.1 Controle de la fabrication en usine
  7.2 Organisation du controle de fabrication en usine
  7.3 Documentation du système de controle de la qualité
  7.4 Controles et essais
8 Essai de type - Détermination initiale de la résistance des
  aboutages
  8.1 Généralités
  8.2 Matériaux
  8.3 Préparation des éprouvettes
  8.4 Procédure
  8.5 Rapport d'essai
  8.6 Classement des aboutages
Annexe A (informative) Les tâches de l'organisme certificateur
         tierce partie

Defines requirements for bonded finger joints and minimum requirements for the manufacture of cut, interlocking, bonded finger joints in structural timber members. For timber, adhesive, moisture content, cutting and bonding, requirements are specified. It applies only to finger joints between timber members of the same species type.

DevelopmentNote
Indice de Classement: P21-360 PR NF EN 385 May 2001 (05/2001)
DocumentType
Standard
PublisherName
Association Francaise de Normalisation
Status
Superseded

Standards Relationship
DIN EN 385:2007-11 Identical
DIN EN 385:2002-03 Identical
UNI EN 385 : 2003 Identical
UNE-EN 385:2002 Identical
EN 385:2001 Identical
BS EN 385:2001 Identical
I.S. EN 385:2002 Identical

NFB 52 010 : 2006 STRUCTURE TIMBER - GLUED LAMINATED SOLID TIMBER (BMR) - STRAIGHT MEMBERS MADE UP BY GLUING HIGH THICKNESS SOLID TIMBER LAMINATIONS - DEFINITIONS, REQUIREMENTS AND CHARACTERISTICS

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