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BS EN 13396:2004

Current

Current

The latest, up-to-date edition.

Products and systems for the protection and repair of concrete structures. Test methods. Measurement of chloride ion ingress

Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

12-07-2004

€140.23
Excluding VAT

Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Principle
5 Equipment
6 Test procedure
7 Test report
Annex A (normative) Summary of temperatures and
                    humidities for the curing, conditioning
                    and testing of repair products and
                    systems
Bibliography

Defines a method for determining the resistance to chloride ion penetration of hardened CC or PCC repair products and systems for the protection and repair of concrete, as defined in prEN 1504-3.

Committee
B/517/8
DevelopmentNote
Supersedes 98/109542 DC. (07/2004)
DocumentType
Standard
Pages
14
PublisherName
British Standards Institution
Status
Current

This European Standard specifies a method for determining the resistance to chloride ion penetration of hardened CC or PCC repair products and systems for the protection and repair of concrete, as defined in prEN 1504-3. The provisions of the standard are applicable to cementitious grouts, mortars and concretes with a maximum aggregate size of 20 mm.

Standards Relationship
NEN EN 13396 : 2004 Identical
SN EN 13396 : 2004 Identical
UNI EN 13396 : 2004 Identical
UNE-EN 13396:2005 Identical
NBN EN 13396 : 2004 Identical
NS EN 13396 : 1ED 2004 Identical
I.S. EN 13396:2004 Identical
EN 13396:2004 Identical
NF EN 13396 : 2004 Identical
DIN EN 13396:2004-09 Identical

EN 196-1:2016 Methods of testing cement - Part 1: Determination of strength
EN 1504-1:2005 Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 1: Definitions
PREN 1504-3 : DRAFT 2015 PRODUCTS AND SYSTEMS FOR THE PROTECTION AND REPAIR OF CONCRETE STRUCTURES - DEFINITIONS, REQUIREMENTS, QUALITY CONTROL AND AVCP - PART 3: REPAIR CONCRETE AND MORTARS

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