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Projects

Projects: Projects for Investigator
Reference Number NIA_CAD0017
Title End Load Restrain Capability
Status Completed
Energy Categories Fossil Fuels: Oil Gas and Coal(Oil and Gas, Refining, transport and storage of oil and gas) 100%;
Research Types Applied Research and Development 100%
Science and Technology Fields ENGINEERING AND TECHNOLOGY (Mechanical, Aeronautical and Manufacturing Engineering) 100%
UKERC Cross Cutting Characterisation Not Cross-cutting 100%
Principal Investigator Project Contact
No email address given
Cadent Gas
Award Type Network Innovation Allowance
Funding Source Ofgem
Start Date 01 February 2018
End Date 01 February 2021
Duration ENA months
Total Grant Value £170,581
Industrial Sectors Energy
Region London
Programme Network Innovation Allowance
 
Investigators Principal Investigator Project Contact , Cadent Gas (100.000%)
  Industrial Collaborator Project Contact , Cadent Gas (0.000%)
Web Site https://smarter.energynetworks.org/projects/NIA_CAD0017
Objectives Cadent are seeking to undertake a testing program to work to confirm the performance claims made by Viking Johnson (VJ) and George Fischer (GF) that their range of “Ultra-Grip” (VJ) and “Multi-Joint” (GF) products can operate without the requirement for external restraints, such as anchor blocks, when subjected to end loadings induced by network operating pressures and soil loading conditions Scope of testing reduced to only look at Viking Johnson fittings due to suitability of George Fischer size range. • Assess the self-anchoring performance of the Viking Johnson “Ultra-Grip” and George Fisher “Multi-Joint” products using technical guidance from relevant industry codes and standards and provide a recommendation on the suitability of the clamp for field trials.
Abstract Cadent are seeking to undertake a testing program to work to confirm the performance claims made by Viking Johnson (VJ) and GeorgeFischer (GF) that their range of “Ultra-Grip” (VJ) and “Multi-Joint” (GF) products can operate without the requirement for external restraints,such as anchor blocks, when subjected to end loadings induced by network operating pressures and soil loading conditions
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Added to Database 02/12/22