PREN 14636-2 : DRAFT 2009
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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PLASTICS PIPING SYSTEMS FOR NON-PRESSURE DRAINAGE AND SEWERAGE - POLYESTER RESIN CONCRETE (PRC) - PART 2: MANHOLES AND INSPECTION CHAMBERS
01-12-2009
12-01-2013
Foreword
1 Scope
2 Normative references
3 Terms, definitions, symbols and abbreviations
3.1 Terms and definitions
3.2 Symbols and abbreviations
4 General requirements
4.1 Materials
4.1.1 General
4.1.2 Resin
4.1.3 Aggregates and fillers
4.1.4 Elastomers
4.1.5 Metals
4.1.6 Minimum resin content
4.2 Appearance
4.3 Reference conditions for testing
4.3.1 Temperature
4.3.2 Properties of water for testing
4.3.3 Loading conditions
4.3.4 Measurement of dimensions
4.4 Joints
4.4.1 General
4.4.2 Maximum angular deflection and/or maximum
draw of flexible joints
4.4.3 Joint seals
4.4.4 Adhesives
5 Manholes and inspection chamber units
5.1 Classification
5.1.1 General
5.1.2 Intended use of structure
5.1.3 Type of unit
5.2 Designation
5.3 Geometrical characteristics
5.3.1 Chamber rings and shaft rings
5.3.2 Slabs and Tapers
5.3.3 Positioning of installed steps
5.3.4 Size of openings in manholes
5.3.5 Base units containing pipe connections
5.4 Mechanical characteristics
5.4.1 Crushing strength of chamber rings or shaft rings
5.4.2 Vertical crushing strength of slabs and tapers
5.4.3 Compressive strength of polyester resin
concrete (PRC)
5.4.4 Leak-tightness of manholes and inspection
chambers and their joints
5.4.5 Long-term crushing strength of chamber rings
or shaft rings under media attack
5.4.6 Load bearing capacity of installed steps
5.5 Marking of manhole and inspection chamber units
6 Dangerous substances
7 Manufacturer's installation recommendations
8 Evaluation of conformity
8.1 General
8.2 Initial type testing
8.2.1 General
8.2.2 Characteristics
8.2.3 Use of historical data
8.2.4 'Deemed to satisfy' provisions and use of
reference tabulated data
8.2.5 Treatment of calculated values and design
8.2.6 Sampling, testing and conformity criteria
8.3 Factory production control (FPC)
8.3.1 General
8.3.2 FPC requirements for all manufacturers
8.3.3 Manufacturer-specific FPC system requirements
8.4 One-off products, pre-production products (e.g.
prototypes) and products produced in very low
quantities
8.4.1 General
8.4.2 For initial type assessment
Annex A (normative) - Determination of a chamber ring's or
shaft ring's crushing strength and bending tensile
strength using a ring test piece
A.1 Scope
A.2 Principle
A.3 Apparatus
A.4 Test pieces
A.5 Procedure
A.6 Calculations
A.7 Test report
Annex B (normative) - Test method for the determination of
a chamber ring's or shaft ring's crushing strength
or the ring bending tensile strength using test
pieces sawn from a ring
B.1 Scope
B.2 Principle
B.3 Apparatus
B.4 Test piece
B.5 Test procedure
B.6 Calculations
B.7 Test report
Annex C (normative) - Test method for the determination
of the vertical crushing strength of slabs tapers
C.1 Scope
C.2 Principle
C.3 Apparatus
C.4 Preparation
C.5 Procedure
C.6 Test report
Annex D (normative) - Test method for the determination of
the compressive strength of polyester resin concrete
(PRC) using test pieces which are cut from a unit
D.1 Scope
D.2 Principle
D.3 Apparatus
D.4 Test pieces
D.5 Procedure
D.6 Calculations
D.7 Test report
Annex E (normative) - Test method for the determination
of the resistance of installed steps to vertical
and horizontal loading
E.1 Scope
E.2 Principle
E.3 Apparatus
E.4 Preparation
E.5 Procedure
E.6 Test report
Annex F (normative) - Method for the assessment of the
leak-tightness of a manhole or inspection
chamber and its joints under short term exposure
to internal water pressure and negative pressure
F.1 Scope
F.2 Principle
F.3 Apparatus
F.4 Test pieces
F.5 Procedure
F.6 Test report
Annex G (normative) - Test method for the determination of
the long-term crushing strength (50 years evaluation
point) of a chamber ring or a shaft ring, including
the effects of media attack
G.1 Scope
G.2 Principle
G.3 Apparatus
G.4 Test pieces
G.5 Test solutions
G.6 Procedure
G.7 Evaluation
G.8 Test report
Bibliography
Describes units made from polyester resin concrete and their joints, for the construction of inspection chambers with inverts not exceeding 2 m deep and for manholes, intended to be used within a drain or sewer system operating without pressure.
Committee |
TC 155
|
DocumentType |
Draft
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Superseded
|
SupersededBy |
Standards | Relationship |
09/30203307 DC : DRAFT JULY 2009 | Identical |
NEN EN 14636-2 : 2009 | Identical |
06/30150269 DC : 0 | Identical |
04/30118849 DC : DRAFT SEP 2004 | EN 15013 - PLASTICS PIPING SYSTEMS - NON-PRESSURE DRAINAGE AND SEWERAGE SYSTEMS BURIED IN GROUND |
EN ISO 3126:2005 | Plastics piping systems - Plastics components - Determination of dimensions (ISO 3126:2005) |
EN 13121-1:2003 | GRP tanks and vessels for use above ground - Part 1: Raw materials - Specification conditions and acceptance conditions |
ISO 75-2:2013 | Plastics — Determination of temperature of deflection under load — Part 2: Plastics and ebonite |
EN ISO 75-2:2013 | Plastics - Determination of temperature of deflection under load - Part 2: Plastics and ebonite (ISO 75-2:2013) |
ISO 3126:2005 | Plastics piping systems Plastics components Determination of dimensions |
EN 476:2011 | General requirements for components used in drains and sewers |
EN ISO 9001:2015 | Quality management systems - Requirements (ISO 9001:2015) |
EN 13101:2002 | Steps for underground man entry chambers - Requirements, marking, testing and evaluation of conformity |
ISO 9001:2015 | Quality management systems — Requirements |
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