EN 10210-1:2006
Current
The latest, up-to-date edition.
Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions
26-04-2006
Foreword
1 Scope
2 Normative references
3 Terms, definitions and symbols
3.1 Terms and definitions
3.2 Symbols
4 Classification and designation
4.1 Classification
4.2 Designation
5 Information to be obtained by the manufacturer
5.1 Mandatory information
5.2 Options
5.3 Example of an order
6 Requirements
6.1 General
6.2 Steel manufacturing process
6.3 Structural hollow section manufacturing process
6.4 Delivery condition
6.5 Chemical composition
6.6 Mechanical properties
6.7 Technological properties
6.8 Surface condition
6.9 Non-destructive testing of welds
6.10 Tolerances and mass
7 Inspection
7.1 Types of inspection
7.2 Types of inspection document
7.3 Summary of inspection
8 Sampling
8.1 Frequency of tests
8.2 Preparation of samples and test pieces
9 Test methods
9.1 Chemical analysis
9.2 Mechanical tests
9.3 Visual inspection and dimensional check
9.4 Non-destructive testing
9.5 Retests, sorting and reprocessing
10 Marking
11 Evaluation of conformity
Annex A (normative) Structural hollow sections of non-alloy
quality steels - Chemical composition
and mechanical properties
Annex B (normative) Structural hollow sections of fine grain
steels - Chemical composition and
mechanical properties
Annex C (normative) Location of samples and test pieces
Annex D (normative) Evaluation of conformity
Annex ZA (informative) Clauses of this European Standard
addressing the provisions of the
EU Construction Products Directive
Bibliography
This part of this European Standard specifies technical delivery conditions for hot finished hollow sections of circular, square, rectangular or elliptical forms and applies to hollow sections formed hot, with or without subsequent heat treatment, or formed cold with subsequent heat treatment to obtain equivalent metallurgical conditions to those obtained in the hot formed product. Requirements for tolerances, dimensions and sectional properties are contained in EN 10210-2.NOTEA range of material grades is specified in this standard and the user should select the grade appropriate to the intended use and service conditions. The grades and mechanical properties of the finished hollow sections are compatible with those in EN 10025-2 and EN 10025-3.
| Committee |
CEN/TC 459/SC 3
|
| DocumentType |
Standard
|
| PublisherName |
Comite Europeen de Normalisation
|
| Status |
Current
|
| Standards | Relationship |
| BS EN 10210-1:2006 | Identical |
| I.S. EN 10210-1:2006 | Identical |
| NBN EN 10210-1 : 2006 | Identical |
| NEN EN 10210-1 : 2006 | Identical |
| NS EN 10210-1 : 2ED 2006 | Identical |
| NF EN 10210-1 : 2006 | Identical |
| DIN EN 10210-1:2016-01 (Draft) | Identical |
| DIN EN 10210-1:2006-07 | Identical |
| UNE-EN 10210-1:2007 | Identical |