ISO 11295:2017

Classification and information on design and applications of plastics piping systems used for renovation and replacement

Classification and information on design and applications of plastics piping systems used for renovation and replacement

Digital Document2017 edition2017Purchase Options

Referenced standards

EN 12889:2000EN 14636-1:2009EN 16506:2014ISO 1043-1:2011ISO 10467:2004ISO 10639:2004ISO 11296-1:2009ISO 11296-3:2009ISO 11296-4:2009ISO 11296-7:2011ISO 11297-1:2013ISO 11297-3:2013ISO 11298-1:2010ISO 11298-3:2010ISO 11299-1:2011ISO 11299-2ISO 11299-3:2011ISO 16611:2017ISO 18672-1:2009ISO 24510:2007ISO 24511:2007ISO 24512:2007ISO 25780:2011
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Classification and information on design and applications of plastics piping systems used for renovation and replacement

ISO 11295:2017 defines and describes families of techniques for the renovation and trenchless replacement (on or off the line of an existing pipeline) of non-pressure and pressure pipelines through the use of plastics pipes, including plastics composites formed in situ into pipes, fittings and ancillary components. It does not include new construction provided as network extension. For each technique family, it identifies areas of application including, but not limited to, underground drainage and sewerage, and underground water and gas supply networks.

ISO 11295:2017 provides information on the principles of, but not the detailed methodologies for, the design of plastics piping systems used for renovation or trenchless replacement of existing pipelines, covering:

– existing pipeline and site conditions;

– functions of the new pipeline;

– structural performance;

– hydraulic performance;

– installation aspects and site impact;

– other factors affecting renovation or trenchless replacement technique selection.

Necessary work on the existing pipeline prior to renovation and/or trenchless replacement is outside the scope of ISO 11295:2017.

ISO 11295:2017 provides information needed to determine viable options and for identification of the optimal technique with regard to a given set of rehabilitation objectives.

NOTE It is the responsibility of the designer to choose and design the renovation or trenchless replacement system.

It does not specify the calculation methods to determine, for each viable technique, the required amount of lining or replacement pipe material needed to secure the desired performance of the rehabilitated pipeline.

Edition2017
Published Date2017
Published ByInternational Standardization Organisation
Page Count52