Hot rolled steel sheet piling - Part 2: Tolerances on shape and dimensions

This part of this European Standard specifies the tolerances on dimensions, squareness of ends, straightness and mass of hot rolled non alloy steel sheet piling which are defined in EN 10248-1.

Warmgewalzte Spundbohlen aus unlegierten Stählen - Teil 2: Grenzabmaße und Formtoleranzen

Dieser Teil der Europäischen Norm enthält die Grenzabmaße der Höhe, Breite, Wanddicke und Länge sowie Grenzabweichungen des Schnitts rechtwinklig zur Längsachse, der Geradheit und der Masse von warmgewalzten, unlegierten Spundbohlen nach EN 10248-1.

Palplanches laminées a chaud en aciers non alliés - Partie 2 : Tolérances sur les dimensions et la forme

La présente partie de cette norme européenne spécifie les tolérances relatives aux dimensions, a l'équerrage
des extrémités, a la rectitude et a la masse des palplanches laminées a chaud en aciers non alliés définies
dans l'EN 10248-1.

Vroče valjane zagate iz nelegiranih jekel - 2. del: Mejni odstopki mer in tolerance oblik

General Information

Status
Not Published
Technical Committee
Current Stage
4020 - Public enquire (PE) (Adopted Project)
Start Date
01-Jun-2006
Due Date
01-Jun-2006
Completion Date
01-Jun-2006

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SLOVENSKI STANDARD
oSIST prEN 10248-2:2006
01-junij-2006

9URþHYDOMDQH]DJDWHL]QHOHJLUDQLKMHNHOGHO0HMQLRGVWRSNLPHULQWROHUDQFH

REOLN
Hot rolled steel sheet piling - Part 2: Tolerances on shape and dimensions
Warmgewalzte Spundbohlen aus unlegierten Stählen - Teil 2: Grenzabmaße und
Formtoleranzen

Palplanches laminées a chaud en aciers non alliés - Partie 2 : Tolérances sur les

dimensions et la forme
Ta slovenski standard je istoveten z: prEN 10248-2
ICS:
77.140.45 Nelegirana jekla Non-alloyed steels
77.140.70 Jekleni profili Steel profiles
oSIST prEN 10248-2:2006 en

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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oSIST prEN 10248-2:2006
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oSIST prEN 10248-2:2006
EUROPEAN STANDARD
DRAFT
prEN 10248-2
NORME EUROPÉENNE
EUROPÄISCHE NORM
March 2006
ICS 77.140.70 Will supersede EN 10248-2:1995
English Version
Hot rolled steel sheet piling - Part 2: Tolerances on shape and
dimensions
Palplanches laminées à chaud en aciers non alliés - Partie
2 : Tolérances sur les dimensions et la forme

This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee ECISS/TC 10.

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 Management Centre has the same

status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,

Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,

Slovakia, Slovenia, Spain, Sweden, Switzerland 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
Management Centre: rue de Stassart, 36 B-1050 Brussels

© 2006 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 10248-2:2006: E

worldwide for CEN national Members.
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oSIST prEN 10248-2:2006
prEN 10248-2:2006 (E)
Contents Page

Foreword..............................................................................................................................................................3

1 Scope ......................................................................................................................................................4

2 Normative references ............................................................................................................................4

3 General Requirement ............................................................................................................................4

4 Height of profiles ...................................................................................................................................5

4.1 U-sheet piles ..........................................................................................................................................5

4.2 Z-sheet piles...........................................................................................................................................6

4.3 H-sheet piles ..........................................................................................................................................7

5 Width of profiles ....................................................................................................................................8

5.1 U-sheet piles ..........................................................................................................................................8

5.2 Z-sheet piles...........................................................................................................................................9

5.3 Straight-web piles................................................................................................................................10

5.4 H-sheet piles ........................................................................................................................................11

6 Wall thicknesses of profiles ...............................................................................................................12

6.1 U-sheet piles ........................................................................................................................................12

6.2 Z-sheet piles.........................................................................................................................................13

6.3 Straight web profiles ...........................................................................................................................14

6.4 H-sheet piles ........................................................................................................................................15

7 Straightness of profiles (deviation from straight line).....................................................................16

8 Length of profiles ................................................................................................................................17

9 Squareness of ends for all profiles....................................................................................................18

10 Mass of all profiles ..............................................................................................................................20

11 Interlocks of profiles ...........................................................................................................................20

12 Options .................................................................................................................................................22

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oSIST prEN 10248-2:2006
prEN 10248-2:2006 (E)
Foreword

This document (prEN 10248-2:2006) has been prepared by Technical Committee ECISS/TC 10

“Structural steels - Grades and qualities”, the secretariat of which is held by NEN.

This document is currently submitted to the CEN Enquiry.
This document is a draft of revision of EN 10248-2:1995.
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oSIST prEN 10248-2:2006
prEN 10248-2:2006 (E)
1 Scope

This part of this European Standard specifies the tolerances on dimensions, squareness of ends,

straightness and mass of hot rolled non alloy steel sheet piles which are defined in EN 10248-1.

2 Normative references

This European Standard incorporates by dated or undated reference, provisions from other

publications. These normative references are cited at the appropriate places in the text and the

publications are listed hereafter. For dated references, subsequent amendments to or revisions of any

of these publications apply to this European Standard only when incorporated in it by amendment or

revision. For undated references the latest edition of the publication referred to applies (including

amendments).

prEN 10248-1, Hot rolled steel sheet piling - Part 1 : Technical delivery conditions.

3 General Requirement

The determination of sheet-piling dimensions and tolerances must comply with the following

preparation before any measurement is carried out. This requirement applies in the workshop or on-

site without any distinction.

The sheet piling to be measured must be extracted from the storing stack and must be laid down on

the ground separately. The reference ground must be flat and free of any local relief over the length of

the sheet piling. Transverse supports, e.g. blocks, may be used for supporting the sheet piling on the

ground, but the distance between supports must not exceed five meters. The sheet piling must be laid

down with the lower flange on the ground parallel to it : in particular, double U-piles and single Z-piles

must be supported by blocks or any suitable supporting device.
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oSIST prEN 10248-2:2006
prEN 10248-2:2006 (E)
4 Height of profiles
4.1 U-sheet piles
The tolerances on the height of U-sheet piles are given in Table 1.
Table 1 — Height of U-sheet piles
Dimensions in millimetres
Nominal
Designation Figure Tolerance
dimension
h ≤ 200 ± 4
Height
h > 200 ± 5

Tolerances on the height of sections made of a pair of crimped or welded piles may be agreed at the

time of the enquiry and order.
Option 1: See 12.2.
...

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