HIGH-STRENGTH STRUCTURAL BOLTING ASSEMBLIES FOR PRELOADING - PART 1: GENERAL REQUIREMENTS

Published date

12-01-2013

Publisher

Le présent document spécifie les exigences générales relatives aux éléments constitutifs des ensembles (vis + écrou + rondelle(s)) pour boulons de construction à haute résistance aptes à la précontrainte ainsi qu'aux ensembles eux-mêmes. Les exemples pour les éléments qui satisfont les prescriptions du présent document sont spécifiés dans les EN 14399-3, EN 14399-4, EN 14399-5, et EN 14399-6.

DevelopmentNote	Indice de classement: E25-801-1. PR NF EN 14399-1 June 2002. (08/2002) PR NF EN 14399-1 April 2014. (05/2014) 2005 version is still active until November 2016. (05/2015)
DocumentType	Standard
PublisherName	Association Francaise de Normalisation
Status	Current

Standards	Relationship
BS EN 14399-1:2015	Identical
UNI EN 14399-1 : 2005	Identical
SN EN 14399-1 : 2015	Identical
DIN EN 14399-1:2015-04	Identical
EN 14399-1:2015	Identical
I.S. EN 14399-1:2015	Identical

NFE 25 812 : 2004	HIGH-STRENGTH STRUCTURAL BOLTING FOR PRELOADING - HRC SYSTEM - PRELOADED BOLTS
NF EN 14399-7 : 2008	HIGH-STRENGTH STRUCTURAL BOLTING ASSEMBLIES FOR PRELOADING - PART 7: SYSTEM HR - COUNTERSUNK HEAD BOLT AND NUT ASSEMBLIES
NF EN 1993 1-8 : 2005	EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS
NF EN 14399-9 : 2009	HIGH-STRENGTH STRUCTURAL BOLTING ASSEMBLIES FOR PRELOADING - PART 9: SYSTEM HR OR HV - DIRECT TENSION INDICATORS FOR BOLT AND NUT ASSEMBLIES
NF EN 14399-10 : 2009	HIGH-STRENGTH STRUCTURAL BOLTING ASSEMBLIES FOR PRELOADING - PART 10: SYSTEM HRC - BOLT AND NUT ASSEMBLIES WITH CALIBRATED PRELOAD
NFP 22 101-2/CN : 2009	EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES - NATIONAL ADDITION TO NF EN 1090-2:2009
NF EN 14399-8 : 2008	HIGH-STRENGTH STRUCTURAL BOLTING FOR PRELOADING - PART 8: SYSTEM HV - HEXAGON FIT BOLT AND NUT ASSEMBLIES

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NF EN 14399-1 : 2015

HIGH-STRENGTH STRUCTURAL BOLTING ASSEMBLIES FOR PRELOADING - PART 1: GENERAL REQUIREMENTS

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