DD ENV 13670-1:2000
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
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Execution of concrete structures Common
Hardcopy , PDF
26-04-2020
English
15-06-2000
National foreword
Foreword
1. Scope
2. References
2.1 Normative references
2.2 Informative references
3. Definitions
4. Documentation
4.1 Project specification
4.2 Execution documentation
5. Falsework and formwork
5.1 Basic requirements
5.2 Materials
5.3 Falsework
5.4 Formwork
5.5 Special formwork
5.6 Surface finish
5.7 Inserts in formwork and embedded components
5.8 Removal of formwork and falsework
6. Reinforcement
6.1 General
6.2 Materials
6.3 Bending, cutting, transport and storage of the
reinforcement
6.4 Welding
6.5 Joints
6.6 Assembly and placing of the reinforcement
7. Prestressing
7.1 General
7.2 Materials for prestressing
7.3 Transport and Storage
7.4 Fabrication of tendons
7.5 Placing of the tendons
7.6 Tensioning
7.7 Protective measures (grouting, greasing, concreting)
8. Concreting
8.1 Specification of concrete
8.2 Delivery, reception and site transport of fresh
concrete
8.3 Pre-concreting operations
8.4 Placing and compaction
8.5 Curing and protection
8.6 Post-concreting operations
8.7 Special execution methods
8.8 Concreting of composite structures
9. Execution with precast concrete elements and site
manufactured components
9.1 General
9.2 Factory produced precast elements
9.3 Site manufactured components
9.4 Handling and storage
9.5 Placing and adjustment
9.6 Jointing and completion works
10. Geometrical tolerances
10.1 General
10.2 Reference system
10.3 Base supports (foundations)
10.4 Columns and walls
10.5 Beams and slabs
10.6 Sections
10.7 Surfaces and edge straightness
10.8 Tolerances for holes and inserts
11. Inspection
11.1 Inspection classes
11.2 Inspection of materials and products
11.3 Scope for inspection of execution
11.4 Inspection of falsework and formwork
11.5 Inspection of reinforcement
11.6 Inspection of prestressing
11.7 Inspection of the concreting
11.8 Inspection of precast concrete elements
11.9 Action in the event of a non-conformity
Annex A (informative): Guidance on documentation
Annex B (informative): Guidance on falsework and formwork
Annex C (informative): Guidance rules on reinforcement
Annex D (informative): Guidance on prestressing
Annex E (informative): Guidance on concreting
Annex F (informative): Guidance on geometrical tolerances
Annex G (informative): Guidance on inspection
Gives common requirements for execution of concrete structures. This part in particular, gives requirements for structures that are designed according to ENV 1992-1 and for the concrete part of composite structures designed according to ENV 1994-1. Applies to temporary and permanent concrete structures. Is not applicable to concrete members used only as equipment for the execution and does not cover the specification, production and conformity of concrete.
Committee |
B/525/2
|
DocumentType |
Standard
|
Pages |
64
|
PublisherName |
British Standards Institution
|
Status |
Withdrawn
|
SupersededBy |
Standards | Relationship |
ENV 13670-1 : DRAFT 2000 | Identical |
PD 6687:2006 | Background paper to the UK National Annexes to BS EN 1992-1 |
EN 446:2007 | Grout for prestressing tendons - Grouting procedures |
EN 1065:1998 | Adjustable telescopic steel props - Product specifications, design and assessment by calculation and tests |
ISO 4463-1:1989 | Measurement methods for building — Setting-out and measurement — Part 1: Planning and organization, measuring procedures, acceptance criteria |
PREN 206 : DRAFT 2012 | CONCRETE - SPECIFICATION, PERFORMANCE, PRODUCTION AND CONFORMITY |
EN 447:2007 | Grout for prestressing tendons - Basic requirements |
EN 523:2003 | Steel strip sheaths for prestressing tendons - Terminology, requirements, quality control |
ISO 1803-1:1985 | Building construction Tolerances Vocabulary Part 1: General terms |
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