I.S. EN 13670:2009
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
EXECUTION OF CONCRETE STRUCTURES
Hardcopy , PDF
31-01-2020
English
29-12-2009
For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.
Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
Dates of withdrawal of national standards are available from NSAI.
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Foreword
Introduction
1 Scope
2 Normative references
3 Definitions
4 Execution management
5 Falsework and formwork
6 Reinforcement
7 Prestressing
8 Concreting
9 Execution with precast concrete elements
10 Geometrical tolerances
Annex A (informative) - Guidance on documentation
Annex B (informative) - Guidance on Quality Management
Annex C (informative) - Guidance on falsework and formwork
Annex D (informative) - Guidance on reinforcement
Annex E (informative) - Guidance on prestressing
Annex F (informative) - Guidance on concreting
Annex G (informative) - Guidance on geometrical tolerances
Annex H (informative) - Guidance on National Annex
Bibliography
This European Standard gives common requirements for execution of concrete structures, it applies to both in-situ works and construction using prefabricated concrete elements.
| Committee |
CEN/TC 104
|
| DevelopmentNote |
Supersedes I.S. ENV 13670-1. (01/2010) Now includes Irish National Annex 2015 which is also available as a separate document, See I.S. EN 13670 NATIONAL ANNEX. (04/2015)
|
| DocumentType |
Standard
|
| Pages |
71
|
| ProductNote |
CORRECTED VERSION NOW AVAILABLE FOR THIS STANDARD. THIS STANDARD ALSO REFERS - ETAG 013,CWA 14646,EN 10139 The date of any NSAI previous adoption may not match the date of its original CEN/CENELEC document.
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Superseded
|
| SupersededBy |
| Standards | Relationship |
| EN 13670:2009 | Identical |
| ISO 3766:2003 | Construction drawings Simplified representation of concrete reinforcement |
| EN ISO 9000:2005 | Quality management systems - Fundamentals and vocabulary (ISO 9000:2005) |
| I.S. EN 1992-1-1:2004 | EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
| I.S. EN ISO 9000:2015 | QUALITY MANAGEMENT SYSTEMS - FUNDAMENTALS AND VOCABULARY (ISO 9000:2015) |
| EN 12812:2008 | Falsework - Performance requirements and general design |
| EN ISO 17660-2:2006 | Welding - Welding of reinforcing steel - Part 2: Non load-bearing welded joints (ISO 17660-2:2006) |
| ISO 17660-1:2006 | Welding — Welding of reinforcing steel — Part 1: Load-bearing welded joints |
| BS 4486:1980 | Specification for hot rolled and hot rolled and processed high tensile alloy steel bars for the prestressing of concrete |
| ISO 17660-2:2006 | Welding — Welding of reinforcing steel — Part 2: Non load-bearing welded joints |
| EN 10139:2016 | Cold rolled uncoated low carbon steel narrow strip for cold forming - Technical delivery conditions |
| EN 10080:2005 | Steel for the reinforcement of concrete - Weldable reinforcing steel - General |
| EN 446:2007 | Grout for prestressing tendons - Grouting procedures |
| EN ISO 17660-1:2006 | Welding - Welding of reinforcing steel - Part 1: Load-bearing welded joints (ISO 17660-1:2006) |
| EN 12620:2002+A1:2008 | Aggregates for concrete |
| ISO 4463-1:1989 | Measurement methods for building — Setting-out and measurement — Part 1: Planning and organization, measuring procedures, acceptance criteria |
| EN 447:2007 | Grout for prestressing tendons - Basic requirements |
| ISO 9000:2015 | Quality management systems — Fundamentals and vocabulary |
| EN 523:2003 | Steel strip sheaths for prestressing tendons - Terminology, requirements, quality control |
| ISO 1803:1997 | Building construction Tolerances Expression of dimensional accuracy Principles and terminology |
| EN ISO 9000:2015 | Quality management systems - Fundamentals and vocabulary (ISO 9000:2015) |
| EN 12813:2004 | Temporary works equipment - Load bearing towers of prefabricated components - Particular methods of structural design |
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