I.S. EN 1916:2002
Current
The latest, up-to-date edition.
CONCRETE PIPES AND FITTINGS, UNREINFORCED, STEEL FIBRE AND REINFORCED
Hardcopy , PDF
English
01-01-2002
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.
Foreword
1 Scope
2 Normative references
3 Terms, definitions and symbols
4 General requirements
5 Special requirements
6 Test methods for finished products
7 Conformity evaluation
8 Marking
Annex A (normative) - Test and calculation methods for
joint seals
Annex B (normative) - Structural calculations relative
to pipe jacking
Annex C (normative) - Test method for crushing strength
Annex D (normative) - Test method for longitudinal bending
moment resistance
Annex E (normative) - Test methods for watertightness
Annex F (normative) - Test method for water absorption
Annex G (normative) - Manufacturer's quality assurance system
Annex H (normative) - Sampling procedures for inspection of
finished products
Annex I (normative) - Sampling procedures for continuous
inspection of crushing strength and watertightness
(hydrostatic)
Annex J (normative) - Tasks for a product certification body
Annex K (normative) - Procedure for unreinforced concrete
pipes where routine (continuous) inspection of
crushing strength is primarily to minimum crushing load
Annex ZA (informative) - Clauses of this European Standard
addressing essential requirements or other provisions
of EU Directives
Bibliography
Defines performance requirements and test methods for precast concrete pipes and fittings, unreinforced, steel fibre and reinforced, with flexible joints (with seals either integrated in the units or supplied separately) and nominal sizes not exceeding DN 1750 for units with a circular bore or WN/HN 1200/1800 for units with an egg-shaped bore, for which the main intended use is the conveyance of sewage, rainwater and surface water under gravity or occasionally at low head of pressure, in pipelines that are generally buried.
DocumentType |
Standard
|
Pages |
117
|
PublisherName |
National Standards Authority of Ireland
|
Status |
Current
|
Standards | Relationship |
DIN EN 1916:2003-04 | Identical |
BS EN 1916:2002 | Identical |
UNI EN 1916 : 2004 | Identical |
UNE-EN 1916:2008 | Identical |
I.S. 6:2004 | CONCRETE SEWER PIPES |
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