Grouting method is used to secure the platform foundation onto the seabed through piling and the skirt pile gripper, which is welded onto the upper of the jacket skirt pile helping to hold the piles firmly in position. Designed to provide a temporary retention of the jacket’s elevation position during leveling operations and grout process, until the grout between the pile and the jacket has set and installation is completed.
Odin SPG (Skirt Pile Gripper) combines the best in engineering capability with global offshore expertise, to deliver a more efficient skirt pile installation and performance, completing Trelleborg’s solutions package for jacket leg can system. Our custom designed Odin SPG delivers a firmer grip on the pile with its unique biting teeth for increased contact area. This fixing method reduces risk during platform installation, as it guarantees stable working conditions, even in inclement weather.
Our custom-made Odin SPG is available for a holding capacity of between 300MT and 3,500MT.
Trelleborg’s Odin jacket leg can system is designed to encompass the sealing needs during the installation of an Offshore Wind High Voltage Direct Current (HVDC) structure.
Trelleborg offers a complete substructure leg can system solution, simplifying control and improving efficiency from purchase to delivery and reducing the risks associated with platform installation, through its Odin SPG, Odin GS (Grout Seal), Odin GP (Grout Packer) and Odin DC (Diaphragms Closure). You can now specify a total substructure leg can system from Trelleborg.
Trelleborg’s in-house engineering capabilities provide customers with the technical expertise and know-how to design, model, fabricate, and test a skirt pile gripper to ensure high quality, custom made, fully certified product.
Offer stability in grouting operation Holding capacity from 300MT to 3,500MT
Full-scale in-house testing
Option to supply with diaphragm closure and grout packer
Offshore platform jacket substructure
Skirt sleeves
High Voltage Direct Current (HVDC) jacket substructure