EN 10249-2:2024
(Main)Cold formed steel sheet piles - Part 2: Tolerances on dimensions and shape
Cold formed steel sheet piles - Part 2: Tolerances on dimensions and shape
This document specifies the tolerances on dimensions, squareness of ends, straightness and mass of cold formed steel sheet piles and is designed to be read in conjunction with EN 10249-1.
This document specifies the tolerances of cold formed steel sheet piles produced from hot rolled strip or sheet with a thickness equal to or greater than 3 mm.
The products specified are for general, structural and civil engineering works. The types of steel sheet piles covered by this document are: Z-shaped, Omega-shaped and trench sheets.
This document also specifies options that can be agreed between the purchaser and the manufacturer at the time of the order and enquiry.
Kaltgeformte Spundbohlen aus Stahl - Teil 2: Grenzabmaße und Formtoleranzen
Dieses Dokument legt die Grenzabmaße sowie die Rechtwinkligkeit der Enden, die Geradheit und die Masse von warmgewalzten Spundbohlen fest und ist zusammen mit EN 10249 1 zu verwenden.
Dieses Dokument legt die Toleranzen von kaltgeformten Spundwänden fest, die hergestellt wurden aus warmgewalztem Band oder Blech mit einer Dicke größer oder gleich 3 mm.
Die Erzeugnisse sind für allgemeine, strukturelle Anwendungen und für das Bauwesen verwendbar. Die Arten von Spundbohlen in diesem Dokument sind: Z Profil, Ω Profil und Kanaldiele.
Dieses Dokument legt auch Optionen fest, die zwischen dem Hersteller und dem Besteller bei der Anfrage und Bestellung vereinbart werden können.
Palplanches en acier profilées à froid - Partie 2 : Tolérances sur dimensions et forme
Le présent document spécifie les tolérances relatives aux dimensions, à l'équerrage des extrémités, à la rectitude et à la masse des palplanches en acier profilées à froid et est conçu pour être lu conjointement avec l’EN 10249-1.
Le présent document spécifie les tolérances des palplanches en acier formées à froid à partir de bandes ou tôles laminées à chaud d’épaisseur supérieure ou égale à 3 mm.
Les produits désignés sont destinés à être utilisés dans la réalisation d'ouvrages divers, d'éléments de construction et d'ouvrages de génie civil. Les types de palplanches en acier couverts dans le présent document sont : les palplanches en Z, Oméga et les rideaux de coffrage.
Le présent document spécifie également les options qui peuvent être convenues entre l'acheteur et le fabricant au moment de l’appel d’offres et de la commande.
Hladne oblikovane jeklene zagatnice - 2. del: Tolerance mer in oblik
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
oSIST prEN 10249-2:2023
01-april-2023
Hladno oblikovana jeklena obešala - 2. del: Tolerance mer in oblik
Cold formed steel sheet piles - Part 2: Tolerances on dimensions and shape
Kaltgeformte Spundbohlen aus Stahl - Teil 2: Grenzabmaße und Formtoleranzen
Palplanches en acier profilées à froid - Partie 2 : Tolérances sur dimensions et forme
Ta slovenski standard je istoveten z: prEN 10249-2
ICS:
77.140.70 Jekleni profili Steel profiles
oSIST prEN 10249-2:2023 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
oSIST prEN 10249-2:2023
oSIST prEN 10249-2:2023
DRAFT
EUROPEAN STANDARD
prEN 10249-2
NORME EUROPÉENNE
EUROPÄISCHE NORM
February 2023
ICS 77.140.70 Will supersede EN 10249-2:1995
English Version
Cold formed steel sheet piles - Part 2: Tolerances on
dimensions and shape
Palplanches en acier profilées à froid - Partie 2 : Kaltgeformte Spundbohlen aus Stahl - Teil 2:
Tolérances sur dimensions et forme Grenzabmaße und Formtoleranzen
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 459/SC 3.
If this draft becomes a European Standard, 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.
This draft European Standard was established by CEN 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, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and
United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2023 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 10249-2:2023 E
worldwide for CEN national Members.
oSIST prEN 10249-2:2023
prEN 10249-2:2023 (E)
Contents Page
European foreword . 3
1 Scope . 4
2 Normative references . 4
3 Terms and definitions . 4
4 General requirements . 4
5 Height of profiles . 5
6 Width of profiles . 6
7 Wall thickness of profiles . 6
8 Straightness of profiles (deviation from straight line) . 7
8.1 General. 7
8.2 Sweep . 7
8.3 Bow. 7
8.4 Twisting . 8
9 Length. 9
10 Squareness of end of profiles . 9
11 Angular deviation . 10
12 Mass of profiles . 10
13 Interlocks and overlapping . 10
14 Options . 11
oSIST prEN 10249-2:2023
prEN 10249-2:2023 (E)
European foreword
This document (prEN 10249-2:2023) has been prepared by Technical Committee CEN/TC 459/SC 3
“Structural steels other than reinforcements”, the secretariat of which is held by DIN.
This document is currently submitted to the CEN Enquiry.
This document will supersede EN 10249-2:1995.
In comparison with the previous edition EN 10249-2:1995, the following technical modifications have
been made:
a) restructure of the standard;
b) update of the normative references and general requirements;
c) addition of a new Table 2 with the tolerance on the width;
d) adaptation of the terms “sweep” and “bow” in 8.2 and 8.3;
e) new wording for Clause 11 about the mass tolerance;
f) addition of two figures in Clause 13 about interlocks.
EN 10249 consists of the following parts under the general title Cold formed steel sheet piles:
— Part 1: Technical delivery conditions
— Part 2: Tolerances on dimensions and shape
oSIST prEN 10249-2:2023
prEN 10249-2:2023 (E)
1 Scope
This document specifies the tolerances on dimensions, squareness of ends, straightness and mass of
cold formed steel sheet piles and is designed to be read in conjunction with EN 10249-1.
This document specifies the tolerances of cold formed steel sheet piles produced from hot rolled strip
or sheet with a thickness equal to or greater than 3 mm.
The products specified are for general, structural and civil engineering works. The types of steel sheet
piles covered by this document are: Z-shaped, Omega-shaped and trench sheets.
This document also specifies options that can be agreed between the purchaser and the manufacturer at
the time of the order and enquiry.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements of this document. For dated references, only the edition cited applies. For
undated references, the latest edition of the referenced document (including any amendments) applies.
EN 10021:2006, General technical delivery conditions for steel products
EN 10079:2007, Definition of st
...
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