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NEN EN 10223-7 : 2012

Current

Current

The latest, up-to-date edition.

STEEL WIRE AND WIRE PRODUCTS FOR FENCING AND NETTING - PART 7: STEEL WIRE WELDED PANELS FOR FENCING

Published date

12-01-2013

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Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Information to be obtained from the purchaser
5 Designation
6 Manufacture
   6.1 Base metal
   6.2 Fabrication
7 Requirements
   7.1 Tensile strength
   7.2 Size tolerances
       7.2.1 Round wires
       7.2.2 Other shapes
   7.3 Mesh dimensions and tolerance
   7.4 Coatings
       7.4.1 Zinc and zinc alloy coatings
       7.4.2 Organic coating
   7.5 Weld shear strength
   7.6 Stiffness
8 Sampling
9 Tests on panels
   9.1 Tensile test
   9.2 Wire dimension
   9.3 Coating tests
       9.3.1 Zinc or zinc alloy coating of wire
             before fabrication
       9.3.2 Hot dip zinc or zinc alloy coating by
             batch process (panels)
       9.3.3 Organically coated wire after fabrication
   9.4 Weld shear strength
   9.5 Stiffness
10 Inspection
11 Packaging
Annex A (normative) Weld shear strength test
        method (welded mesh)
Bibliography

Defines requirements for steel wire welded mesh panels for fencing. The panels are used for fencing parks, schools, sport stadium, public buildings, factories, airports, military sites, etc. Also defines the general characteristics of welded mesh supplied as panels and recommended coatings, properties and tolerances.

DocumentType
Standard
PublisherName
Netherlands Standards
Status
Current

Standards Relationship
BS EN 10223-7:2012 Identical
I.S. EN 10223-7:2012 Identical
DIN EN 10223-7:2013-02 Identical
UNI EN 10223-7 : 2013 Identical
SN EN 10223-7:2013 Identical
UNE-EN 10223-7:2013 Identical
EN 10223-7:2012 Identical

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