PREN 10080-4 : DRAFT 1999
Current
The latest, up-to-date edition.
STEEL FOR CONCRETE REINFORCEMENT OF CONCRETE - WELDABLE REINFORCING STEEL - PART 4: TECHNICAL DELIVERY CONDITIONS FOR CLASS C
12-01-2013
Foreword
1 Scope
2 Normative references
3 Definitions
4 Symbols
5 Designation
6 Manufacturing processes
6.1 General
6.2 Manufacturing process for bars and coils (rod)
7 Requirements
7.1 General
7.2 Chemical composition
7.3 Mechanical properties
7.4 Dimensions and mass
7.5 Surface geometry
8 Evaluation of conformity
8.1 Factory production control
8.2 Initial type testing
8.3 Continuous surveillance of factory production control
and audit testing
8.4 Evaluation, reporting and action
9 Product identification
9.1 Identification of the steel class
9.2 Identification of the manufacturer
9.3 Identification of the processor of decoiled material
Describes the technical delivery conditions - the mechanical and geometrical properties, evaluation of conformity - for weldable ribbed reinforcing steel in class C used for the reinforcement of concrete structures in the form of: - bars and coils (rod) for direct use or - as elements for the manufacture of welded fabric or lattice girders.
Committee |
TC 19
|
DocumentType |
Draft
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Current
|
Standards | Relationship |
99/712248 DC : DRAFT AUG 1999 | Identical |
NEN EN 10080-4 : DRAFT 1999 | Identical |
DIN EN 10080-4:1999-10 (Draft) | Identical |
99/712249 DC : DRAFT AUG 1999 | PREN 10080-5 - STEEL FOR CONCRETE REINFORCEMENT OF CONCRETE - WELDABLE REINFORCING STEEL - PART 5: TECHNICAL DELIVERY CONDITIONS FOR WELDED FABRIC |
99/712245 DC : DRAFT AUG 1999 | PREN 10080-1 - STEEL FOR CONCRETE REINFORCEMENT OF CONCRETE - WELDABLE REINFORCING STEEL - PART 1: GENERAL REQUIREMENTS |
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