BSI PD CEN/TS 14578:2013
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Plastics piping systems for water supply or drainage and sewerage. Glass-reinforced thermosetting plastics (GRP) based on unsaturated polyester resin (UP). Recommended practice for installation
| Published By | Publication Date | Number of Pages |
| BSI | 2013 | 12 |
This Technical Specification (CEN/TS) specifies recommended practices for the underground installation of piping systems made of glass-reinforced thermosetting plastics based on unsaturated polyester resin (GRP-UP), intended to be used for pressure or non-pressure water or sewerage applications and complying with, as applicable, EN 14364 and/or EN 1796. It is applicable to GRP-UP piping systems of nominal sizes from DN 100 to DN 4000 which are intended to be used for the conveyance of liquids at temperatures up to 50 °C and at pressures of 0,5 bar and greater.
Design procedures, the determination of long-term safety factors based on a semi-probabilistic approach, surge allowance and allowable negative pressures for buried GRP pipe applications are addressed in CEN/TS 14807 [1].
Piping systems conforming to EN 1796 or EN 14364 can also be used for above-ground applications provided the influence of the environment and the supports is considered in the design of the pipes and joints. It is recommended to refer to ISO/TR 10986 [4] for guidelines for the installation of above-ground flexible jointed pipes.
NOTE It is the responsibility of the purchaser or specifier to make the appropriate selections from these aspects, taking into account their particular requirements and any relevant national regulations and installation practices or codes.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 4 | Contents Page |
| 5 | Foreword |
| 6 | Introduction |
| 7 | 1 Scope 2 Normative references 3 Terms and definitions |
| 8 | 4 Procedures 4.1 General 4.2 Special conditions for pipes having a nominal stiffness less than SN 1250 5 Specific information and recommendations 5.1 General 5.2 Special transportation requirements 5.3 Maximum storage heights on site 5.4 Maximum storage period in direct sunlight 5.5 Climatic conditions requiring special storage 5.6 Limiting deflections |
| 9 | 5.7 Coefficient of linear expansion 5.8 Longitudinal tensile modulus and strength 5.9 Appropriate jointing system 5.10 Cold bending 5.11 Permitted rates of loss of water and/or pressure |
| 10 | Bibliography |
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