Rotating lock ring bottom tendon connector
AssigneeVetco Gray Inc.
InventorsJoseph W. Pallini, Jr., Jesse B. Riha
Life of this patent
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AssigneeVetco Gray Inc.
InventorsJoseph W. Pallini, Jr., Jesse B. Riha
Estimating the term…
A tendon bottom connector assembly has a receptacle with a bore having an annular locking profile divided into segments by axially extending slots. The connector has a housing that inserts into and locks in the receptacle. The housing and receptacle have mating an anti-rotation elements. The lock ring has an outer surface with an annular locking profile divided into segments by axially extending slots. The lock ring is carried by the housing initially in the installation position with its segments aligned with the slots of the receptacle. This position allows the housing to be fully inserted into the receptacle. An ROV then rotates the ring from the installation position to a locked position, with the segments of the lock ring engaging the segments of the receptacle. Alternately, a split ring with one end fixed rotates the lock ring.
A subsea connector assembly, comprising:
A subsea connector assembly for anchoring a buoyant structure, comprising:
A subsea connector assembly for anchoring a buoyant structure, comprising:
A connector assembly, comprising:
A method of connecting a subsea shaft of a buoyant structure to a receptacle secured to a sea floor, the receptacle having a bore, the shaft being connected by a flex joint to a connector housing that inserts into the bore, the method comprising:
Dependencies are inferred from the claim text.
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Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers: by means of tension legs
Ships or other waterborne vessels
About 1 year 9 months of term left · ends 31 Jul 2028 (estimated)
This invention relates in general to securing a shaft of a buoyant structure to a subsea anchor piling, and in particular to a bottom connector for connecting a tendon of a tension leg platform to a receptacle on the sea floor.
In certain types of offshore drilling and hydrocarbon production, a shaft extends downward from a buoyant structure and latches into a receptacle on an anchor piling at the sea floor. Tension is applied to the shaft, which is transmitted to the anchor piling. This technique is used for connecting the bottom of a tendon of a tension leg platform to a receptacle mounted at the sea floor. This method is also used for anchoring a riser tower. For convenience, these connectors will be referred to herein as bottom tendon connectors whether used to anchor a tension leg platform, a riser tower, or other buoyant structure.
In the past, bottom tendon connectors have used a fairly lengthy receptacle at the sea floor. The shaft at the lower end of the tendon has a latch member that inserts into the receptacle and latches to the receptacle by axial positioning. In one type, the connector is inserted until the latch member is below the receptacle load interface, then lifted. In another type, the latch member is partially inserted past the load interface, then lifted. To disengage, the connector is inserted deeper into the receptacle and lifted. Another type involves rotating the connector when the connector is fully lowered in the receptacle. These prior art connectors typically require a long receptacle and significant vertical motion or rotation of the entire connector for operation.
FIG. 1 is a side elevational and sectional view of a bottom tendon connector being inserted into a receptacle, the tendon connector and receptacle being constructed in accordance with this invention.
FIG. 2 is a sectional view of the housing of the tendon connector of FIG. 1, taken along the line 2-2 of FIG. 1.
FIG. 3 is a sectional view of the housing similar to FIG. 2, but also showing the housing stabbed into the receptacle, but before the lock ring has been moved to the locked position.
Referring to FIG. 1, subsea connector assembly 11 includes a receptacle 13 located at the sea floor and facing upward. Receptacle 13 is a cylindrical member welded or otherwise secured to a piling 14 that is embedded in the sea floor. Receptacle 13 has a cylindrical bore 15 with a plurality of receptacle segments 17 spaced circumferentially around the inside surface of bore 15. Each receptacle segment 17 has a grooved locking profile 19 formed on it. Profile 19 may vary and in this example comprises two parallel grooves, as illustrated in FIG. 4, the grooves being perpendicular to the axis of bore 15. Receptacle segments 17 are circumferentially spaced apart from each other by vertical receptacle slots 21 that are smooth recesses formed in the sidewall of bore 15.
Receptacle segments 17 may be formed by first machining annular grooved profile 19 completely around the inner diameter of receptacle 13, then machining vertical receptacle slots 21 across the profile to define receptacle segments 17. Preferably, each receptacle slot 21 has the same width as each receptacle segment 17, as illustrated in FIG. 3. Each receptacle slot 21 has a greater axial length than grooved profile 19 in this embodiment, resulting in the lower portion of each receptacle segment 17 below profile 19 being smooth and at the same inner diameter as bore 15.
An annular stop shoulder 23 is located in bore 15. Stop shoulder 23 faces upward and is located near the upper end of receptacle 13.