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BS ISO 10467:2018 Plastics piping systems for pressure and non-pressure drainage and sewerage. Glass-reinforced thermosetting plastics (GRP) systems based on unsaturated polyester (UP) resin >
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BS ISO 10467:2018 Plastics piping systems for pressure and non-pressure drainage and sewerage. Glass-reinforced thermosetting plastics (GRP) systems based on unsaturated polyester (UP) resin, 2018
- undefined
- Foreword
- 1 Scope
- 2 Normative references
- 3 Terms and definitions
- 4 General
- 4.1 Classification
- 4.1.1 Categories
- 4.1.2 Nominal size
- 4.1.3 Nominal stiffness
- 4.1.4 Nominal pressure
- 4.2 Materials
- 4.2.1 General
- 4.2.2 Reinforcement
- 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
- 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
- 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
- 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
- 5.2.2 Wall thickness
- 5.2.3 Length
- 5.3 Mechanical characteristics
- 5.3.1 Initial specific ring stiffness
- 5.3.2 Long-term specific ring stiffness under wet conditions
- 5.3.3 Initial resistance to failure in a deflected condition
- 5.3.4 Ultimate long-term resistance to failure in a deflected condition
- 5.3.5 Initial specific longitudinal tensile strength
- 5.3.6 Initial design and failure pressures for pressure pipes
- 5.3.7 Long-term failure pressure
- 5.4 Resistance to strain corrosion
- 5.4.1 General
- 5.4.2 Procedure using failure points
- 5.4.3 Procedure using specified levels of strain
- 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)
- 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
- 6.1.8 Dimensions
- 6.2 Bends
- 6.2.1 Classification of bends
- 6.2.2 Dimensions and tolerances of bends
- 6.3 Branches
- 6.3.1 Classification of branches
- 6.3.2 Dimensions and tolerances of branches
- 6.4 Reducers
- 6.4.1 Classification of reducers
- 6.4.2 Dimensions and tolerances of reducers
- 6.5 Non pressure saddles
- 6.5.1 Classification of saddles
- 6.5.2 Dimensions of saddles and associated tolerances
- 6.6 Flanges
- 6.6.1 Classification of flanges
- 6.6.2 Dimensions and tolerances for adaptors
- 6.7 Marking
- 7 Joint performance
- 7.1 General
- 7.1.1 Interchangeability
- 7.1.2 Requirements
- 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
- 7.2.5 Flexible end-load-bearing joints with elastomeric sealing rings
- 7.3 Rigid joints
- 7.3.1 Wrapped or cemented
- 7.3.2 Bolted flange joints
- 7.4 Marking
- Annex A (normative) Principles used to establish the design requirements based on regression testing and consideration of the variability of the product
- Bibliography [Go to Page]