This document specifies requirements for steel strand which has been given a stress-relieving heat treatment according to the general requirements specified in ISO 6934-1. This document covers 10 grades of steel strand for use in prestressed concrete construction; each strand can contain either 2, 3, 7 or 19 individual wires. In case of any conflict between the requirements of this document and ISO 6934-1, the requirements of document prevail.

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This document specifies technical requirements for ribbed bars to be used as reinforcement in concrete. It is applicable to steel delivered in the form of bars, coils and de-coiled products. This document covers both weldable and non-weldable steels. It does not apply to ribbed bars produced from finished products, such as plates and railway rails. The production process is at the discretion of the manufacturer.

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This document specifies test methods applicable to prestressing steel (bar, wire or strand) for concrete.
This document does not cover the sampling conditions that are dealt with in the product standards.
A list of options for agreement between the parties involved is provided in Annex A.

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This document specifies chemical and mechanical test methods and measurement methods of geometrical characteristics applicable to welded fabric and lattice girders for the reinforcement of concrete.
NOTE In some countries, the expression "welded wire reinforcement" is used in place of "welded (wire) fabric".
For those tests not specified in this document (e.g. bend test, rib/indentation geometry, mass per metre), ISO 15630-1 is applicable.
This document does not cover the sampling conditions that are dealt with in the product standards.
A list of options for agreement between the parties involved is provided in Annex A.

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This document specifies chemical and mechanical test methods and measurement methods of
geometrical characteristics applicable to reinforcing bars, rods and wire for concrete.
This document does not cover the sampling conditions that are dealt with in the product standards.
A list of options for agreement between the parties involved is provided in Annex A.

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This document specifies test methods applicable to prestressing steel (bar, wire or strand) for concrete.
This document does not cover the sampling conditions that are dealt with in the product standards.
A list of options for agreement between the parties involved is provided in Annex A.

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This document specifies chemical and mechanical test methods and measurement methods of geometrical characteristics applicable to welded fabric and lattice girders for the reinforcement of concrete.
NOTE In some countries, the expression "welded wire reinforcement" is used in place of "welded (wire) fabric".
For those tests not specified in this document (e.g. bend test, rib/indentation geometry, mass per metre), ISO 15630-1 is applicable.
This document does not cover the sampling conditions that are dealt with in the product standards.
A list of options for agreement between the parties involved is provided in Annex A.

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This document specifies chemical and mechanical test methods and measurement methods of geometrical characteristics applicable to reinforcing bars, rods and wire for concrete.
This document does not cover the sampling conditions that are dealt with in the product standards.
A list of options for agreement between the parties involved is provided in Annex A.

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This document specifies chemical and mechanical test methods and measurement methods of geometrical characteristics applicable to reinforcing bars, rods and wire for concrete. This document does not cover the sampling conditions that are dealt with in the product standards. A list of options for agreement between the parties involved is provided in Annex A.

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This document specifies test methods applicable to prestressing steel (bar, wire or strand) for concrete. This document does not cover the sampling conditions that are dealt with in the product standards. A list of options for agreement between the parties involved is provided in Annex A.

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This document specifies chemical and mechanical test methods and measurement methods of geometrical characteristics applicable to welded fabric and lattice girders for the reinforcement of concrete. NOTE In some countries, the expression "welded wire reinforcement" is used in place of "welded (wire) fabric". For those tests not specified in this document (e.g. bend test, rib/indentation geometry, mass per metre), ISO 15630-1 is applicable. This document does not cover the sampling conditions that are dealt with in the product standards. A list of options for agreement between the parties involved is provided in Annex A.

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This European Standard 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 prEN 10348 1) and any other components fabricated for use in the reinforcement of concrete.
This European Standard does not apply to hot dip galvanized reinforcement for pre-stressing or components of these reinforcements.

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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.

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This document specifies requirements for couplers for the mechanical splicing of steel reinforcing bars. More onerous requirements can be specified by the customer. This document is applicable to the continuous production of coupler components. It is intended to be used with adequate control measures for the processing of reinforcing bars, i.e. the production of the mechanical splice. This document specifies requirements for couplers used for mechanical splices in reinforced concrete structures under predominantly static loads. It specifies additional requirements for couplers used in structures subject to high-cycle elastic fatigue loading and/or low-cycle elastic-plastic reverse loading. NOTE ISO 15835-3 specifies the quantity of tests. Compression-only couplers such as end-bearing sleeves are not covered by the ISO 15835 series.

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This document specifies test methods applicable to couplers for mechanical splices of steel reinforcing bars. This document is applicable to the various standards for steel reinforcing bars as well as the various reinforced concrete design standards.

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This document specifies rules for a certification scheme for continuous production of steel bars, rods and wires for the reinforcement of concrete structures in order to verify conformity with requirements specified in product standards, such as ISO 6935‑1 and ISO 6935‑2. It includes requirements for the production process and management system assessment activities. A product certification scheme for continuous production consists of the following stages: — initial evaluation; — review of evidence of conformity; — certification decision and attestation; — surveillance activities.

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This document specifies rules for the certification and for the self-evaluation of couplers to be used for the mechanical splicing of steel reinforcing bars. It includes requirements for the control of the manufacturing process of the couplers and for the verification of their conformity in the form of mechanical splices.

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This document specifies performance requirements for cathodic protection of steel in cement-based
concrete, in both new and existing structures. It covers building and civil engineering structures,
including normal reinforcement and prestressed reinforcement embedded in the concrete. It is
applicable to uncoated steel reinforcement and to organic-coated steel reinforcement.
This document applies to steel embedded in atmospherically exposed, buried, immersed and tidal
elements of buildings or structures.
NOTE 1 Annex A gives guidance on the principles of cathodic protection and its application to steel in concrete.
NOTE 2 This document, while not specifically intended to address cathodic protection of steel in any
electrolyte except concrete, can be applied to cathodic protection of steel in other cementitious materials such as
are found, for example, in early 20th century steel-framed masonry, brick and terracotta clad buildings. In such
applications, additional considerations specific to these structures are required in respect of design, materials
and installation of cathodic protection; however, the requirements of this document can be applied to these
systems.

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ISO 12696:2016 specifies performance requirements for cathodic protection of steel in cement-based concrete, in both new and existing structures. It covers building and civil engineering structures, including normal reinforcement and prestressed reinforcement embedded in the concrete. It is applicable to uncoated steel reinforcement and to organic-coated steel reinforcement.
ISO 12696:2016 applies to steel embedded in atmospherically exposed, buried, immersed and tidal elements of buildings or structures.
NOTE 1 Annex A gives guidance on the principles of cathodic protection and its application to steel in concrete.
NOTE 2 ISO 12696:2016, while not specifically intended to address cathodic protection of steel in any electrolyte except concrete, can be applied to cathodic protection of steel in other cementitious materials such as are found, for example, in early 20th century steel-framed masonry, brick and terracotta clad buildings. In such applications, additional considerations specific to these structures are required in respect of design, materials and installation of cathodic protection; however, the requirements of this document can be applied to these systems.

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ISO 12696:2016 specifies performance requirements for cathodic protection of steel in cement-based concrete, in both new and existing structures. It covers building and civil engineering structures, including normal reinforcement and prestressed reinforcement embedded in the concrete. It is applicable to uncoated steel reinforcement and to organic-coated steel reinforcement. ISO 12696:2016 applies to steel embedded in atmospherically exposed, buried, immersed and tidal elements of buildings or structures. NOTE 1 Annex A gives guidance on the principles of cathodic protection and its application to steel in concrete. NOTE 2 ISO 12696:2016, while not specifically intended to address cathodic protection of steel in any electrolyte except concrete, can be applied to cathodic protection of steel in other cementitious materials such as are found, for example, in early 20th century steel-framed masonry, brick and terracotta clad buildings. In such applications, additional considerations specific to these structures are required in respect of design, materials and installation of cathodic protection; however, the requirements of this document can be applied to these systems.

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ISO 13270:2013 specifies definitions and symbols, classification and codes, dimensions, masses and permissible variations, inspection methods, packing, delivery and storage for steel fibres for concrete. ISO 13270:2013 covers fibres intended for use in fibre-reinforced concrete, in all types of concrete and mortar, including sprayed concrete, flooring, precast, in situ and repair concretes. ISO 13270:2013 can also be referred to for fibres used in fibre-reinforced engineering material, such as stainless steel fibre use in reinforced refractory material.

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This part of ISO 15698 specifies test methods applicable to headed steel bars to be used as reinforcement of concrete structures. This part of ISO 15698 is intended to be applicable in relation to the various reinforced concrete design standards, as well as in relation to the various standards for steel reinforcing bars. Testing of headed bars under impact loading is outside the scope of this part of ISO 15698.

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This part of ISO 15698 specifies requirements for headed steel bars to be used as reinforcement of concrete structures. This part of ISO 15698 is a product standard and not an application standard. It is intended to cover a large variety of products and also to support the development of new products. This part of ISO 15698 specifies requirements for headed reinforcing bars with heads made of steel. Heads or head-bar connections made using other materials, including metal-filled sleeves, are not covered by this part of ISO 15698. End anchorages consisting of a steel bar or other steel component positioned orthogonally at the end(s) of a bar and welded on-site to the bar are outside the scope of this part of ISO 15698. This part of ISO 15698 is intended to cover products which are manufactured in a continuous production that allows the products to be tested in accordance with a defined testing regime. Requirements and testing for headed bars under impact loading are outside the scope of this part of ISO 15698.

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ISO 6935-1:2007 specifies technical requirements for plain bars to be used as reinforcement in concrete. ISO 6935-1:2007 covers nine steel grades not intended for welding which are B240A-P, B240B-P, B240C-P, B240D-P, B300A-P, B300B-P, B300C-P, B300D-P and B420D-P, and one steel grade intended for welding which is B420DWP. The production process is at the discretion of the manufacturer. It also applies to plain bars supplied in coil form. The requirements of ISO 6935-1:2007 apply to straightened product. The steel grades are designated with steel names allocated in accordance with ISO/TS 4949:2003. ISO 6935-1:2007 covers products delivered in straight lengths. Plain bars produced from finished products, such as plates and railway rails, are excluded.

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This document specifies general requirements and definitions for the performance characteristics of weldable reinforcing steel used for the reinforcement of concrete structures, delivered as finished products in the form of:
-   bars, coils (rod, wire) and de-coiled products;
-   sheets of factory-made machine-welded fabric;
-   lattice girders.
1.2   Steels according to this document have a ribbed, indented or smooth surface.
1.3   This document does not apply to:
-   non-weldable reinforcing steel;
-   galvanized reinforcing steel;
-   epoxy-coated reinforcing steel;
-   corrosion resistant reinforcing steel;
-   prestressing steels (see prEN 10138-1 to -4);
-   indented strip;
-   further processing, e.g. cutting or cutting and bending.

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This document specifies general requirements and definitions for the performance characteristics of weldable reinforcing steel used for the reinforcement of concrete structures, delivered as finished products in the form of:
-   bars, coils (rod, wire) and de-coiled products;
-   sheets of factory-made machine-welded fabric;
-   lattice girders.
1.2   Steels according to this document have a ribbed, indented or smooth surface.
1.3   This document does not apply to:
-   non-weldable reinforcing steel;
-   galvanized reinforcing steel;
-   epoxy-coated reinforcing steel;
-   corrosion resistant reinforcing steel;
-   prestressing steels (see prEN 10138-1 to -4);
-   indented strip;
-   further processing, e.g. cutting or cutting and bending.

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This International Standard specifies requirements for fusion-bonded, epoxy-coated, or epoxy-coated and filled, seven-wire prestressing steel strand for the prestressing of concrete. NOTE Use of epoxy-coated strand in pre-tensioned applications such as fire-rated construction should be approached with caution.

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This International Standard specifies requirements for epoxy powders for use in preparing fusion-bonded epoxycoated steel reinforcing bar, wire and welded fabric. This International Standard also includes requirements for sealing material used to repair damaged areas and cut ends on reinforcing steel. This International Standard defines a flexible (type A) coating and a nonflexible (type B) coating. The adhesion and moisture resistance of fusion-bonded epoxy powder coatings can be enhanced by certain formulation designs. These coating enhancements typically result in a reduction of the coating's flexibility.

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This International Standard specifies requirements for fusion-bonded epoxy-coated post-fabricated and prefabricated steel bar, wire and welded fabric for the reinforcement of concrete. This International Standard permits the application of either flexible (type A) or nonflexible (type B) coatings. Steel reinforcing bar, wire and welded fabric coated with a nonflexible (type B) coating shall not be fabricated after coating.

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Specifies technical requirements and test methods (dimensions, masses, tolerances, geometry of ribbed and indented wires, chemical composition, mechanical properties, designation, marking, certification and inspection). Applies to wire made from rod by working through dies or rollers. For wire supplied in coil form, the requirements apply to the straightened product. Wires produced from finished products, such as plates and railway rail, are excluded.

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Specifies technical requirements and test methods (form and dimensions, chemical composition, mechanical properties, designation, marking, certification and inspection, verification of conformity) for factory made sheets or rolls of welded fabric, manufactured from steel wires or bars with diameters from 4 mm to 16 mm.

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Specifies rules for a certification scheme. Such a scheme for continuous production consists of the following stages: suitability testing, internal inspection by the manufacturer, inspection and supervision by an external body.

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Specifies requirements for round high tensile steel wires having plain, ribbed, grooved or indented surface. Table 1 includes the parameters for nominal wire diameters from 6,0 mm up to 16,0 mm. Annex A is for information only.

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Specifies requirements for round high tensile steel bars having plain or ribbed surface. Table 1 includes the parameters for nominal bar diameters from 15 mm up to 40 mm.

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Specifies requirements for high tensile steel strand which has been given a stress relieving heat treatment according to the general requirements specified in ISO 6934-1. The strand may contain either 2, 3, 7 or 19 individual wires.

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  • Standard
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  • Standard
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This document specifies product characteristic, test/assessment method and the way of expressing test results, for stainless steel as defined in EN 10088-1 and designated as in EN 10088-1 for the use of the reinforcement of concrete.
It applies to stainless steel products with ribbed or indented surfaces, which are in the form of:
-   bars and coils (rod, wire);
-   sheets of factory-made machine-welded fabric;
-   lattice girders and hybrid lattice girders composed by stainless steel and by weldable reinforcing steel according to EN 10080.
This document does not apply to:
-   pre-stressed stainless steels;
-   indented strip;
-   stainless steel tube filled with carbon steel swarf, which is then hot or cold reduced;
-   stainless steel smooth bar with weld material deposited on it;
-   galvanized reinforcing steel;
-   epoxy-coated reinforcing steel.

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This document specifies the specific requirements for adherent protected and sheathed strands (type A).
The general requirements for protected and sheathed high strength steel strands are given in prEN 10369-1.

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This document specifies the requirements for uncoated high strength steel strands or zinc or zinc alloy coated high strength steel strands, encapsulated with a protection product and a sheath 1).
The intended use of these products is mainly the prestressing of concrete.
NOTE   These products can also be used in other stress applications in the construction field (e.g. stay cables for bridges) where the protection of the products is not removed in use.
The standard applies only to products as supplied by the producer.
1) The word "sheath" used in the present document does not cover the sheaths as stated in mandate M/115 and specified in EN 523.

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This European Standard specifies requirements for galvanized (hot-dip zinc coated) reinforcing steel in the form of bars, coils (rod, wire), welded fabric and lattice girder for the reinforcement of concrete.
It specifies seven classes of coating, class A to class G, corresponding to different coating masses (see 9.5.4).
This specification may also be understood to cover other classes of coating whose details are not stated in this edition of the standard but whose specified values of properties are defined consistenly with Clause 9 and the conformity of which is carried out according to Clause 10.
This European Standard does not apply to galvanized (hot-dip zinc coated) reinforcement for prestressing or components of these reinforcements.

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This document specifies product characteristic, test/assessment method and the way of expressing test results, for stainless steel as defined in EN 10088-1 and designated as in EN 10088-1 for the use of the reinforcement of concrete.
It applies to stainless steel products with ribbed or indented surfaces, which are in the form of:
-   bars and coils (rod, wire);
-   sheets of factory-made machine-welded fabric;
-   lattice girders and hybrid lattice girders composed by stainless steel and by weldable reinforcing steel according to EN 10080.
This document does not apply to:
-   pre-stressed stainless steels;
-   indented strip;
-   stainless steel tube filled with carbon steel swarf, which is then hot or cold reduced;
-   stainless steel smooth bar with weld material deposited on it;
-   galvanized reinforcing steel;
-   epoxy-coated reinforcing steel.

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2007-01-12:ADC:DOW= DAV+21 months
2004-02 SC1 is waiting for the draft for galvanized reinforcing steels (SC 1/WG 5). Following availability the draft will be circulated to SC 1 members for approval to submit the draft to public enquiry.
2004-02 DIN TC approval prior to launch CEN ENQ
2003-11 DIN Causes for delay: Work lad, Annex Z & technical issues
2003-11: This standard was proposed in the revised answer to the mandate M/115, under general comments.

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This document specifies the specific requirements for sliding protected and sheathed strands (type S).
The general requirements for protected and sheathed high strength steel strands are given in prEN 10369-1.

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This part of ISO 15630 specifies test methods applicable to reinforcing bars, wire rod and wire for concrete.

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This part of ISO 15630 specifies test methods applicable to prestressing steels (bar, wire or strand) for concrete.

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This part of ISO 15630 specifies test methods applicable to welded fabric for the reinforcement of concrete. For those tests not specified in this part of ISO 15630 (e.g. bend test, rib/indentation geometry, mass per metre), ISO 15630-1 is applicable.

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ISO 15630-2:2010 specifies test methods applicable to welded fabric for the reinforcement of concrete.

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