NEN EN 14364 : 2013

Foreword
Introduction
1 Scope
2 Normative references
3 Terms, definitions and symbols
4 General requirements
  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 Elastomers
      4.2.6 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 Preconditioning
      4.5.5 Measurement of dimensions
  4.6 Elapsed time for determination of long-term properties, (x)
  4.7 Joints
      4.7.1 General
      4.7.2 Types of joint
      4.7.3 Flexibility of the jointing system
      4.7.4 Sealing ring
      4.7.5 Adhesives
5 Pipes
  5.1 Geometrical characteristics
      5.1.1 Diameter
      5.1.2 Wall thickness
      5.1.3 Length
  5.2 Mechanical characteristics
      5.2.1 Initial specific ring stiffness
      5.2.2 Long-term specific ring stiffness under wet conditions
      5.2.3 Initial resistance to failure in a deflected condition
      5.2.4 Ultimate long-term resistance to failure in a deflected
            condition
      5.2.5 Initial specific longitudinal tensile strength
      5.2.6 Initial failure and design pressures for pressure pipes
      5.2.7 Long-term failure pressure
      5.2.8 Resistance to strain corrosion
  5.3 Marking
6 Fittings
  6.1 General
      6.1.1 Diameter series
      6.1.2 Nominal pressure (PN)
      6.1.3 Nominal stiffness (SN)
      6.1.4 Joint type
      6.1.5 Pipe type
      6.1.6 Mechanical characteristics of fittings
      6.1.7 Installed leak-tightness 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
      6.4.3 Mechanical characteristics of tapered section laminate
  6.5 Saddles
      6.5.1 Classification of saddles
      6.5.2 Dimensions and tolerances of saddles
  6.6 Flanged adaptors
      6.6.1 Classification of flanged adaptors
      6.6.2 Dimensions and tolerances of flanged adaptors
  6.7 Marking
7 Joint performance
  7.1 General
      7.1.1 Interchangeability
      7.1.2 Test temperature
  7.2 Dimensions
  7.3 Non-end-load-bearing flexible joints with elastomeric
      sealing rings
      7.3.1 General
      7.3.2 Requirements
      7.3.3 Number of test pieces for type test purposes
      7.3.4 Test pieces
  7.4 End-load-bearing flexible joints with elastomeric sealing
      rings
      7.4.1 General
      7.4.2 Performance requirements for locked-socket-and-spigot
            joints with elastomeric sealing rings
  7.5 Wrapped or cemented joints
      7.5.1 General
      7.5.2 Performance requirements
      7.5.3 Number of test pieces for type test purposes
      7.5.4 Test pieces
  7.6 Bolted flange joints
      7.6.1 General
      7.6.2 Performance requirements
      7.6.3 Number of test pieces for type test purposes
      7.6.4 Test pieces
      7.6.5 Joint assembly details
      7.6.6 Torque resistance
Annex A (normative) Test method for the resistance to bending and
        pressure of end-thrust loaded joints in pipe systems
      A.1 Principle
      A.2 Apparatus
      A.3 Test pieces
      A.4 Test temperature
      A.5 Calculation of the bending load F
          A.5.1 General
          A.5.2 Calculation of F, if applied in the horizontal plane
          A.5.3 Calculation of F, if applied in the vertical plane
      A.6 Procedure
      A.7 Test report
Bibliography