BS EN 14801:2006
Current
The latest, up-to-date edition.
Conditions for pressure classification of products for water and wastewater pipelines
Hardcopy , PDF
English
04-30-2007
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Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviations
5 Conditions
5.1 General
5.2 Constant parameters
5.2.1 General
5.2.2 Design life
5.2.3 Temperature
5.2.4 Negative pressure
5.2.5 Unit weight of soil
5.2.6 Native soil
5.3 Variable parameters
5.3.1 General
5.3.2 Loading parameters
5.3.3 Installation parameters
5.4 Combined conditions
6 Determination of allowable pressures PFA, PMA, PEA
6.1 General
6.2 Allowable pressures
6.2.1 Allowable operating pressure
6.2.2 Allowable maximum operating pressure
6.2.3 Allowable site test pressure
6.3 Methods for the determination of allowable pressures
6.4 Procedure for the determination of allowable pressures
Annex A (informative) Considerations regarding longitudinal
effects
A.1 Longitudinal effects
A.1.1 General
A.1.2 Failure behaviour due to longitudinal effects
A.1.3 Failure modes
A.1.4 Longitudinal effects
Annex B (normative) Uniform classification of soils
Annex C (informative) Application example
Annex D (informative) Information on the relationship between
type of compaction and construction procedures
Annex E (informative) Information regarding bedding reaction
angle
National annex NA (informative) Implementing the pressure
classifications
Bibliography
Applicable to components (pipes, joints, fittings, ferrules and valves), which have pressure related classification in European Standards covering products which are intended to be used for buried water supply and waste water pressure pipelines outside buildings.
| Committee |
B/505
|
| DevelopmentNote |
Supersedes 03/117538 DC. (04/2007)
|
| DocumentType |
Standard
|
| Pages |
30
|
| PublisherName |
British Standards Institution
|
| Status |
Current
|
| Supersedes |
| Standards | Relationship |
| SN EN 14801 : 2006 | Identical |
| I.S. EN 14801:2006 | Identical |
| NS EN 14801 : 1ED 2006 | Identical |
| UNE-EN 14801:2007 | Identical |
| NF EN 14801 : 2006 | Identical |
| UNI EN 14801 : 2006 | Identical |
| NBN EN 14801 : 2006 | Identical |
| NEN EN 14801 : 2006 | Identical |
| EN 14801:2006 | Identical |
| DIN EN 14801:2006-09 | Identical |
| DIN 18196:2011-05 | Earthworks and foundations - Soil classification for civil engineering purposes |
| EN 1295-1:1997 | Structural design of buried pipelines under various conditions of loading - Part 1: General requirements |
| BS EN 1295-1 : 1998 | STRUCTURAL DESIGN OF BURIED PIPELINES UNDER VARIOUS CONDITIONS OF LOADING - PART 1: GENERAL REQUIREMENTS |
| BS EN 1991-2:2003 | Eurocode 1. Actions on structures Traffic loads on bridges |
| PD CEN/TR 1295-2:2005 | Structural design of buried pipelines under various conditions of loading Summary of nationally established methods of design |
| EN 805:2000 | Water supply - Requirements for systems and components outside buildings |
| EN 773:1999 | General requirements for components used in hydraulically pressurized discharge pipes, drains and sewers |
| CEN/TR 1295-2:2005 | Structural design of buried pipelines under various conditions of loading - Part 2: Summary of nationally established methods of design |
| EN 1610:2015 | Construction and testing of drains and sewers |
| ENV 1046:2001 | Plastics piping and ducting systems - Systems outside building structures for the conveyance of water or sewage - Practices for installation above and below ground |
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