ISO 11296-4:2009
Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks — Part 4: Lining with cured-in-place pipes
ISO 11296-4:2009, in conjunction with ISO 11296-1, specifies requirements and test methods for cured-in-place pipes and fittings used for the renovation of underground non-pressure drainage and sewerage networks.
It applies to the use of various thermosetting resin systems, in combination with compatible fibrous carrier materials and other process-related plastics components.
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Scope
Normative references
Terms and definitions
General terms
Techniques
Symbols and abbreviated terms
Symbols
Abbreviated terms
Pipes at the “M” stage
Materials
General characteristics
Material characteristics
5.4 Geometric characteristics
5.5 Mechanical characteristics
5.6 Physical characteristics
5.7 Jointing
5.8 Marking
Fittings at the “M” stage
6.1 Materials
6.2 General characteristics
6.3 Material characteristics
6.4 Geometric characteristics
6.5 Mechanical characteristics
6.6 Physical characteristics
6.7 Jointing
6.8 Marking
Ancillary components
8 Fitness for purpose of the installed lining system at the
8.1 Materials
8.2 General characteristics
8.3 Material characteristics
8.4 Geometric characteristics
8.4.1 CIPP wall structure
8.4.2 Wall thickness
8.5 Mechanical characteristics
8.6 Physical characteristics
8.7 Additional characteristics
8.8 Sampling
9 Installation practice
9.1 Preparatory work
9.2 Storage, handling and transport of pipe components
9.3 Equipment
9.4 Installation
9.4.1 Environmental precautions
9.4.2 Installation procedures
9.4.3 Simulated installations
9.5 Process-related inspection and testing
9.6 Lining termination
9.7 Reconnecting to existing manholes and laterals
9.8 Final inspection and testing
9.9 Documentation
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Scope
Normative references
Terms and definitions
General terms
Techniques
Symbols and abbreviated terms
Symbols
Abbreviated terms
Pipes at the “M” stage
Materials
General characteristics
Material characteristics
5.4 Geometric characteristics
5.5 Mechanical characteristics
5.6 Physical characteristics
5.7 Jointing
5.8 Marking
Fittings at the “M” stage
6.1 Materials
6.2 General characteristics
6.3 Material characteristics
6.4 Geometric characteristics
6.5 Mechanical characteristics
6.6 Physical characteristics
6.7 Jointing
6.8 Marking
Ancillary components
8 Fitness for purpose of the installed lining system at the
8.1 Materials
8.2 General characteristics
8.3 Material characteristics
8.4 Geometric characteristics
8.4.1 CIPP wall structure
8.4.2 Wall thickness
8.5 Mechanical characteristics
8.6 Physical characteristics
8.7 Additional characteristics
8.8 Sampling
9 Installation practice
9.1 Preparatory work
9.2 Storage, handling and transport of pipe components
9.3 Equipment
9.4 Installation
9.4.1 Environmental precautions
9.4.2 Installation procedures
9.4.3 Simulated installations
9.5 Process-related inspection and testing
9.6 Lining termination
9.7 Reconnecting to existing manholes and laterals
9.8 Final inspection and testing
9.9 Documentation