EN 13566-7:2007

Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions, symbols and abbreviations
  3.1 Terms and definitions
  3.2 Symbols and abbreviations
       3.2.1 Symbols
       3.2.2 Abbreviations
4 Pipes at the "M" stage - Requirements for profiled plastics
  strips
  4.1 Materials
  4.2 General characteristics
  4.3 Material characteristics
  4.4 Geometric characteristics
  4.5 Mechanical characteristics
  4.6 Physical characteristics
  4.7 Jointing
  4.8 Marking
5 Fittings at the "M" stage
6 Ancillary components
7 Fitness for purpose of the lining system at the "I" stage
  7.1 Materials
  7.2 General characteristics
  7.3 Material characteristics
  7.4 Geometric characteristics
  7.5 Mechanical characteristics
  7.6 Physical characteristics
  7.7 Additional characteristics
8 Installation practice
  8.1 Preparatory work
  8.2 Storage, handling and transportation of profiled
       plastics strips and fittings
  8.3 Equipment
  8.4 Installation
  8.5 Process-related inspection and testing
  8.6 Lining termination
  8.7 Reconnecting to existing manholes and laterals
  8.8 Final inspection and testing
  8.9 Documentation
Annex A (informative) - Recommended scheme for assessment
        of conformity
      A.1 Scope
      A.2 General
      A.3 Testing and inspection
          A.3.1 Material specification PVC
          A.3.2 Grouping
          A.3.3 Type testing (TT)
          A.3.4 Batch release tests (BRT)
          A.3.5 Process verification testing
          A.3.6 Audit testing tests (AT)
          A.3.7 Indirect testing (IT)
          A.3.8 Inspection and test records
Annex B (normative) - Test method for watertightness of SWO
        pipes whilst subjected to bending
      B.1 Scope
      B.2 Principle
      B.3 Apparatus
      B.4 Test piece
      B.5 Test temperature
      B.6 Test procedure
      B.7 Requirements
      B.8 Test Report
Bibliography

This part of EN 13566, read in conjunction with EN 13566-1, specifies requirements and test methods for pipes that are formed on site by spirally winding and jointing a pre-manufactured profiled plastics strip using a winding machine in front of the open end of an existing pipeline (e.g. in a manhole). The pipes thus formed are simultaneously inserted into the existing pipeline by the winding forces.It covers spirally-wound pipes of a fixed diameter made of profiled plastics strips of unplasticized poly(vinyl chloride) (PVC U) with an integral locking mechanism. These spirally-wound pipes are used for renovating non-pressure drainage and sewerage networks and are fixed in place by grouting the annular space.NOTEThe grouting procedure is outside the scope of this standard.