BS ISO 10639:2017
$198.66
Plastics piping systems for pressure and non-pressure water supply. Glass-reinforced thermosetting plastics (GRP) systems based on unsaturated polyester (UP) resin
| Published By | Publication Date | Number of Pages |
| BSI | 2017 | 66 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 2 | National foreword |
| 7 | Foreword |
| 9 | 1 Scope |
| 10 | 2 Normative references |
| 11 | 3 Terms and definitions |
| 20 | 4 General 4.1 Classification 4.1.1 Categories 4.1.2 Nominal size 4.1.3 Nominal stiffness 4.1.4 Nominal pressure |
| 21 | 4.2 Materials 4.2.1 General 4.2.2 Reinforcement |
| 22 | 4.2.3 Resin 4.2.4 Aggregates and fillers 4.2.5 Thermoplastics liners 4.2.6 Elastomers 4.2.7 Metals 4.3 Wall construction 4.3.1 Inner layer 4.3.2 Structural layer 4.3.3 Outer layer |
| 23 | 4.4 Appearance 4.5 Reference conditions for testing 4.5.1 Temperature 4.5.2 Properties of water for testing 4.5.3 Loading conditions 4.5.4 Conditioning 4.5.5 Measurement of dimensions 4.6 Elapsed time, x, for determination of long-term properties |
| 24 | 4.7 Joints 4.7.1 General 4.7.2 Types of joint 4.7.3 Flexibility of the joint 4.7.4 Sealing ring 4.7.5 Adhesives |
| 25 | 4.8 Effect on water quality 4.9 Assessment of conformity 5 Pipes 5.1 Type of pipes 5.2 Geometrical characteristics 5.2.1 Diameter |
| 31 | 5.2.2 Wall thickness 5.2.3 Length 5.3 Mechanical characteristics 5.3.1 Initial specific ring stiffness |
| 32 | 5.3.2 Long-term specific ring stiffness under wet conditions |
| 33 | 5.3.3 Initial resistance to failure in a deflected condition |
| 35 | 5.3.4 Ultimate long-term resistance to failure in a deflected condition |
| 36 | 5.3.5 Initial specific longitudinal tensile strength |
| 38 | 5.3.6 Initial design and failure pressures for pressure pipes |
| 40 | 5.3.7 Long-term failure pressure 5.4 Marking |
| 41 | 6 Fittings 6.1 All types 6.1.1 General 6.1.2 Diameter series 6.1.3 Nominal pressure (PN) 6.1.4 Nominal stiffness (SN) 6.1.5 Fitting type 6.1.6 Mechanical characteristics of fittings |
| 42 | 6.1.7 Installed leaktightness of fittings 6.1.8 Dimensions 6.2 Bends 6.2.1 Classification of bends |
| 43 | 6.2.2 Dimensions and tolerances of bends |
| 46 | 6.3 Branches 6.3.1 Classification of branches 6.3.2 Dimensions and tolerances of branches |
| 49 | 6.4 Reducers 6.4.1 Classification of reducers 6.4.2 Dimensions and tolerances of reducers |
| 51 | 6.5 Non pressure saddles 6.5.1 Classification of saddles |
| 52 | 6.5.2 Dimensions of saddles and associated tolerances 6.6 Flanges 6.6.1 Classification of flanges |
| 53 | 6.6.2 Dimensions and tolerances for adaptors |
| 55 | 6.7 Marking 7 Joint performance 7.1 General 7.1.1 Interchangeability 7.1.2 Requirements |
| 56 | 7.1.3 Test temperature 7.1.4 Non-pressure piping and joints 7.1.5 Dimensions 7.2 Flexible joints 7.2.1 General 7.2.2 Maximum allowable draw 7.2.3 Maximum allowable angular deflection 7.2.4 Flexible non-end-load-bearing joints with elastomeric sealing rings |
| 57 | 7.2.5 Flexible end-load-bearing joints with elastomeric sealing rings 7.3 Rigid joints 7.3.1 Wrapped or cemented |
| 58 | 7.3.2 Bolted flange joints 7.4 Marking |
| 60 | Annex A (normative) Principles used to establish the design requirements based on regression testing and consideration of the variability of the product |
| 65 | Bibliography |
