EN 10348-2:2018
(Main)Steel for the reinforcement of concrete - Galvanized reinforcing steel - Part 2: Galvanized reinforcing steel products
Steel for the reinforcement of concrete - Galvanized reinforcing steel - Part 2: Galvanized reinforcing steel products
This document specifies requirements for hot-dip galvanized reinforcing steel in the form of products according to EN 10080 and subjected to further processing, e.g. bent bars, stirrups, products straightened from coils, products cut from bars, welded structures (other than welded fabric or lattice girders according to EN 10348, Part 1) and any other components fabricated for use in the reinforcement of concrete.
This document does not apply to hot dip galvanized reinforcement for pre-stressing or components of these reinforcements.
Stahl für die Bewehrung von Beton - Verzinkter Betonstahl - Teil 2: Verzinkte Bewehrungsstahlerzeugnisse
Dieses Dokument legt Anforderungen an feuerverzinkten Betonstahl in Form von Erzeugnissen nach
EN 10080 die zur Weiterverarbeitung bestimmt sind, wie z. B. gebogene Stäbe, Bügel, gerichtete Erzeugnisse, abgelängte Stäbe, Schweißkonstruktionen (andere als geschweißte Matten und Gitterträger nach EN 10348, Teil 1) sowie weitere Erzeugnisse, die für die Bewehrung von Beton eingesetzt sind, fest.
Diese Europäische Norm gilt nicht für feuerverzinkte Bewehrungen zum Vorspannen oder Bestandteile für diese Bewehrungen.
Aciers pour béton armé - Aciers pour béton armé galvanisés - Partie 2 : Produits en acier galvanisés pour l'armature du béton
Le présent document spécifie les exigences relatives aux aciers galvanisés pour béton armé sous la forme de produits selon la norme EN 10080 et soumis à une transformation ultérieure par exemple barres cintrées , étriers, produits redressés à partir de couronnes, produits découpés dans des barres, structures soudées (autres que les treillis soudés ou treillis raidisseurs selon le projet de norme EN 10348-1 ) et tous les autres composants fabriqués pour une utilisation dans l'armature du béton.
Le présent document ne s’applique pas aux armatures de précontrainte galvanisées ou aux composants de ces armatures.
Jekla za armiranje betona - Pocinkana jekla za armiranje - 2. del: Pocinkana jekla za armiranje izdelkov
Ta evropski standard določa zahteve za vroče pocinkano jeklo za armiranje izdelkov v skladu s standardom EN 10080, ki so namenjeni nadaljnji obdelavi, npr. upognjene palice, stremena, izdelki, izravnani iz navitij, izdelki, izrezani iz palic, varjene konstrukcije (razen varjenih mrež ali rebrastih nosilcev v skladu s standardom prEN 10348-1) in vse druge komponente, ki so izdelane za uporabo pri armiranju betona.
Ta evropski standard se ne uporablja za vroče pocinkana jekla za armiranje za prednapetje ali komponente teh ojačitev.
General Information
Relations
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Jekla za armiranje betona - Pocinkana jekla za armiranje - 2. del: Pocinkana jekla za armiranje izdelkovStahl für die Bewehrung von Beton - Verzinkter Betonstahl - Teil 2: Verzinkte BewehrungsstahlerzeugnisseAciers pour béton armé - Aciers pour béton armé galvanisés - Partie 2 : Produits en acier galvanisés pour l'armature du bétonSteel for the reinforcement of concrete - Galvanized reinforcing steel - Part 2: Galvanized reinforcing steel products77.140.15Jekla za armiranje betonaSteels for reinforcement of concreteICS:Ta slovenski standard je istoveten z:EN 10348-2:2018SIST EN 10348-2:2019en,fr,de01-februar-2019SIST EN 10348-2:2019SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 10348-2
December
t r s z ICS
y yä s v rä s w English Version
Steel for the reinforcement of concrete æ Galvanized reinforcing steel æ Part
tã Galvanized reinforcing steel products Aciers pour béton armé æ Aciers pour béton armé galvanisés æ Partie
t ã Produits en acier galvanisés pour l 5armature du béton
Stahl für die Bewehrung von Beton æ Verzinkter Betonstahl æ Teil
tã Verzinkte Bewehrungsstahlerzeugnisse This European Standard was approved by CEN on
{ November
t r s zä
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 Serbiaá 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:
Rue de la Science 23,
B-1040 Brussels
t r s z CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s r u v zæ tã t r s z ESIST EN 10348-2:2019
Average thickness of the zinc coating fP - Relative indentation area fR - Relative rib area h mm Rib height t mm Depth of indentation Lo mm Length of the test piece m g/m2 Mass of zinc per unit area M g Mass of the uncoated test piece Mz g Mass of the zinc coated test piece
¿M g Mass of the zinc S mm2 Total coated area of the test piece 5 Materials 5.1 Reinforcing steel Reinforcing steel products to be galvanized shall be made from steel within the scope of EN 10080. NOTE For information on the effect of the chemical composition of the reinforcing steel on the coating see EN ISO 14713-2:2009 (Table 1). Reinforcing steel that is bent cold prior to hot dip galvanizing may be susceptible to embrittlement. To minimize this risk for steel reinforcement products that are bent cold prior to galvanizing the mandrel diameter shall be equal to, or greater than specified in Table 2. Table 2 — Minimum bend diameter for bars bent prior to galvanizing Nominal diameter of the reinforcing steel bar d (mm) Minimum bend diameter d
¶ 16 6d 16 < d < 36 8d d
· 36 10d SIST EN 10348-2:2019
...
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