ISO 11296-4:2018
Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks — Part 4: Lining with cured-in-place pipes
ISO 11296-4:2018, 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 with service temperatures up to 50 °C.
ISO 11296-4:2018 applies to the use of various thermosetting resin systems, in combination with compatible fibrous carrier materials, reinforcement, and other process-related plastics components (see 5.3).
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Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviated terms
4.1 Symbols
4.2 Abbreviated terms
5 Pipes at the “M” stage
5.1 Materials
5.2 General characteristics
5.3 Material characteristics
5.4 Geometric characteristics
5.5 Mechanical characteristics
5.6 Physical characteristics
5.7 Jointing
5.8 Marking
6 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
7 Ancillary components
8 Fitness for purpose of the installed lining system at the “I” stage
8.1 Materials
8.2 General characteristics
8.3 Material characteristics
8.4 Geometric characteristics
8.4.1 General
8.4.2 CIPP wall structure
8.4.3 Wall thickness
8.5 Mechanical characteristics
8.5.1 Reference conditions for testing
8.5.2 Test requirements
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 Reconnections to existing pipeline system
9.8 Final inspection and testing
9.9 Documentation
Annex A (informative) CIPP components and their functions
Annex B (normative) Cured-in-place pipes — Determination of short-term flexural properties
Annex C (normative) Cured-in-place pipes — Determination of long-term flexural modulus under dry or wet conditions
Annex D (normative) Cured-in-place pipes — Determination of long-term flexural strength under dry, wet or acidic conditions (stress corrosion test)
Bibliography
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Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviated terms
4.1 Symbols
4.2 Abbreviated terms
5 Pipes at the “M” stage
5.1 Materials
5.2 General characteristics
5.3 Material characteristics
5.4 Geometric characteristics
5.5 Mechanical characteristics
5.6 Physical characteristics
5.7 Jointing
5.8 Marking
6 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
7 Ancillary components
8 Fitness for purpose of the installed lining system at the “I” stage
8.1 Materials
8.2 General characteristics
8.3 Material characteristics
8.4 Geometric characteristics
8.4.1 General
8.4.2 CIPP wall structure
8.4.3 Wall thickness
8.5 Mechanical characteristics
8.5.1 Reference conditions for testing
8.5.2 Test requirements
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 Reconnections to existing pipeline system
9.8 Final inspection and testing
9.9 Documentation
Annex A (informative) CIPP components and their functions
Annex B (normative) Cured-in-place pipes — Determination of short-term flexural properties
Annex C (normative) Cured-in-place pipes — Determination of long-term flexural modulus under dry or wet conditions
Annex D (normative) Cured-in-place pipes — Determination of long-term flexural strength under dry, wet or acidic conditions (stress corrosion test)
Bibliography