ISO 11298-4:2021
Plastics piping systems for renovation of underground water supply networks — Part 4: Lining with cured-in-place pipes
This document, in conjunction with ISO 11298‑1, specifies requirements and test methods for cured-in-place pipes and fittings used for the renovation of water supply networks, which transport water intended for human consumption, including raw water intake pipelines.
It applies to independent (fully structural, class A) and interactive (semi structural, class B) pressure pipe liners, as defined in ISO 11295, which do not rely on adhesion to the existing pipeline. It applies to the use of various thermosetting resin systems, in combination with compatible fibrous carrier materials, reinforcement, and other process-related plastics components (see 5.1).
It does not include requirements or test methods for resistance to cyclic loading or the pressure rating of CIPP liners where passing through bends, which are outside the scope of this document.
It is applicable to cured-in-place pipe lining systems intended to be used at a service temperature of up to 25 °C.
NOTE For applications operating at service temperatures greater than 25 °C, guidance on re-rating factors can be supplied by the system supplier.
Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
3.1 General terms
3.2 Techniques
3.3 Characteristics
3.4 Materials
3.5 Product stages
3.6 Service conditions
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
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
8.7.1 Leak tightness of liner terminations
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 — Determinationof long-term flexural modulus under dry or wet conditions
Annex D (normative) Cured-in-place pipes — Determination of long-term flexural strength under dry or wet conditions
Bibliography
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AS/NZS 1254:2010
PVC-U pipes and fittings for stormwater and surface water applications
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AS/NZS 1254:2010 A1
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Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
3.1 General terms
3.2 Techniques
3.3 Characteristics
3.4 Materials
3.5 Product stages
3.6 Service conditions
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
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
8.7.1 Leak tightness of liner terminations
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 — Determinationof long-term flexural modulus under dry or wet conditions
Annex D (normative) Cured-in-place pipes — Determination of long-term flexural strength under dry or wet conditions
Bibliography