BS ISO 10467:2018
$198.66
Plastics piping systems for pressure and non-pressure drainage and sewerage. Glass-reinforced thermosetting plastics (GRP) systems based on unsaturated polyester (UP) resin
| Published By | Publication Date | Number of Pages |
| BSI | 2018 | 70 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 2 | undefined |
| 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 4.2.3 Resin |
| 22 | 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 4.4 Appearance |
| 23 | 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 4.7 Joints 4.7.1 General |
| 24 | 4.7.2 Types of joint 4.7.3 Flexibility of the joint 4.7.4 Sealing ring 4.7.5 Adhesives 4.8 Effect on water quality |
| 25 | 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 Resistance to strain corrosion 5.4.1 General 5.4.2 Procedure using failure points |
| 41 | 5.4.3 Procedure using specified levels of strain |
| 43 | 5.4.4 Test piece length 5.4.5 Test solution 5.5 Marking 6 Fittings 6.1 All types 6.1.1 General 6.1.2 Diameter series 6.1.3 Nominal pressure (PN) |
| 44 | 6.1.4 Nominal stiffness (SN) 6.1.5 Fitting type 6.1.6 Mechanical characteristics of fittings 6.1.7 Installed leaktightness of fittings |
| 45 | 6.1.8 Dimensions 6.2 Bends 6.2.1 Classification of bends 6.2.2 Dimensions and tolerances of bends |
| 48 | 6.3 Branches 6.3.1 Classification of branches 6.3.2 Dimensions and tolerances of branches |
| 51 | 6.4 Reducers 6.4.1 Classification of reducers 6.4.2 Dimensions and tolerances of reducers |
| 53 | 6.5 Non pressure saddles 6.5.1 Classification of saddles |
| 54 | 6.5.2 Dimensions of saddles and associated tolerances 6.6 Flanges 6.6.1 Classification of flanges |
| 55 | 6.6.2 Dimensions and tolerances for adaptors |
| 56 | 6.7 Marking |
| 57 | 7 Joint performance 7.1 General 7.1.1 Interchangeability 7.1.2 Requirements |
| 58 | 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 |
| 59 | 7.2.5 Flexible end-load-bearing joints with elastomeric sealing rings 7.3 Rigid joints 7.3.1 Wrapped or cemented |
| 60 | 7.3.2 Bolted flange joints 7.4 Marking |
| 62 | Annex A (normative) Principles used to establish the design requirements based on regression testing and consideration of the variability of the product |
| 67 | Bibliography |
