Disintegrating packer slip/seal
View Patent ↗An annularly shaped structure serves as a support and seal when pushed out on a ramp. A continuous seal in a groove is used on one or two sides to enhance sealing. A separate annular structure for sealing can be disposed adjacent to the shape having alternating longitudinal slots so that each structure is targeted to a different purpose. The structures disintegrate when made of a disintegrating material such as for example a controlled electrolytic material (CEM) so that removal of the barrier can occur after a treating operation such as fracturing where many such barriers are deployed. The slots have enlarged holes at their ends to reduce stress concentration that can lead to cracking.
1. A barrier for subterranean use in a borehole, comprising:
a mandrel having at least one tapered surface;
a movable annularly shaped member having opposed ends and circumferentially alternating slots that begin at the opposed ends and extend longitudinally;
said member movable relatively with respect to said at least one tapered surface to contact a borehole wall with a smooth outer surface thereof that extends for a length from one end of said opposed ends to the other end of said opposed ends for substantial sealing so that applied differential pressure loading on said member the barrier can be contained to perform a treating operation.
2. The barrier of claim 1 , wherein:
said member anchors to the borehole wall.
3. The barrier of claim 2 , wherein:
said member is made of a selectively degrading material so that structural integrity of said member is undermined in a predetermined time for removal of said member from a location where said member was set against the borehole wall.
4. The barrier of claim 3 , wherein:
said member is made of a controlled electrolytic material.
5. The barrier of claim 2 , wherein:
said member comprises a sealing element that substantially covers said outer surface.
6. The barrier of claim 5 , wherein:
said continuous sealing element is made of a resilient degradable material so that structural integrity of said member is undermined in a predetermined time for removal of said member from a location where said member was set against the borehole wall.
7. The barrier of claim 2 , wherein:
said member comprises a sealing element that substantially covers an inner surface of said member.
8. The barrier of claim 7 , wherein:
said continuous sealing element is made of a resilient degradable material so that structural integrity of said member is undermined in a predetermined time for removal of said member from a location where said member was set against the borehole wall.
9. The barrier of claim 2 , wherein:
at least some of said slots have end bores.
10. The barrier of claim 9 , wherein:
said end bores are wider than said slots.
11. The barrier of claim 2 , wherein:
said member has an inner surface taper that extends for a length between said opposed ends that substantially conforms to said tapered surface on said mandrel.
12. The barrier of claim 2 , further comprising:
a tapered seal ring abutting said member and on said tapered surface of said mandrel.
13. The barrier of claim 12 , wherein:
said tapered seal ring and said member move in tandem to contact the surrounding tubular.
14. The barrier of claim 13 , wherein:
said tapered seal ring has a cylindrical outer surface and a tapered inner surface.
15. The barrier of claim 14 , wherein:
said seal ring is made of a resilient material.
16. The barrier of claim 15 , wherein:
said resilient material is degradable.
17. The barrier of claim 1 , wherein:
said member comprises a sealing element that substantially covers said outer surface.
18. The barrier of claim 17 , wherein:
said continuous sealing element is made of a resilient degradable material so that structural integrity of said member is undermined in a predetermined time for removal of said member from a location where said member was set against the borehole wall.
19. The barrier of claim 1 , wherein:
said member comprises a sealing element that substantially covers an inner surface of said member.
20. The barrier of claim 19 , wherein:
said continuous sealing element is made of a resilient degradable material so that structural integrity of said member is undermined in a predetermined time for removal of said member from a location where said member was set against the borehole wall.
21. The barrier of claim 1 , wherein:
at least some of said slots have end bores.
22. The barrier of claim 21 , wherein:
said end bores are wider than said slots.
23. The barrier of claim 1 , wherein:
said member has an inner surface taper that extends for a length between said opposed ends that substantially conforms to said tapered surface on said mandrel.
24. The barrier of claim 1 , further comprising:
a tapered seal ring abutting said member and on said tapered surface of said mandrel.
25. The barrier of claim 24 , wherein:
said tapered seal ring and said member move in tandem to contact the surrounding tubular.
26. The barrier of claim 25 , wherein:
said tapered seal ring has a cylindrical outer surface and a tapered inner surface.
27. The barrier of claim 26 , wherein:
said seal ring is made of a resilient material.
28. The barrier of claim 27 , wherein:
said resilient material is degradable.
29. A barrier for subterranean use in a borehole, comprising:
a mandrel having at least one tapered surface;
a movable annularly shaped member having opposed ends and circumferentially alternating slots that begin at opposed ends and extend longitudinally;
said member movable relatively with respect to said at least one tapered surface to contact a borehole wall with a smooth outer surface thereof for substantial sealing so that applied differential pressure loading on the barrier can be contained to perform a treating operation;
said member further comprises a continuous groove that circumscribes said outer surface.
30. The barrier of claim 29 , wherein:
said groove contains a continuous sealing element.
31. The barrier of claim 30 , wherein:
said continuous sealing element is made of a resilient degradable material.
32. A barrier for subterranean use in a borehole, comprising:
a mandrel having at least one tapered surface;
a movable annularly shaped member having opposed ends and circumferentially alternating slots that begin at opposed ends and extend longitudinally;
said member movable relatively with respect to said at least one tapered surface to contact a borehole wall with a smooth outer surface thereof for substantial sealing so that applied differential pressure loading on the barrier can be contained to perform a treating operation;
said member further comprises a continuous groove that circumscribes an inner surface.
33. The barrier of claim 32 , wherein:
said groove contains a continuous sealing element.
34. The barrier of claim 33 , wherein:
said continuous sealing element is made of a resilient degradable material.
35. A barrier for subterranean use in a borehole, comprising:
a mandrel having at least one tapered surface;
a movable annularly shaped member having opposed ends and circumferentially alternating slots that begin at opposed ends and extend longitudinally;
said member movable relatively with respect to said at least one tapered surface to contact a borehole wall with a smooth outer surface thereof for substantial sealing so that applied differential pressure loading on the barrier can be contained to perform a treating operation;
said member anchors to the borehole wall;
said member further comprises a continuous groove that circumscribes said outer surface.
36. The barrier of claim 35 , wherein:
said groove contains a continuous sealing element.
37. The barrier of claim 36 , wherein:
said continuous sealing element is made of a resilient degradable material.
38. A barrier for subterranean use in a borehole, comprising:
a mandrel having at least one tapered surface;
a movable annularly shaped member having opposed ends and circumferentially alternating slots that begin at opposed ends and extend longitudinally;
said member movable relatively with respect to said at least one tapered surface to contact a borehole wall with a smooth outer surface thereof for substantial sealing so that applied differential pressure loading on the barrier can be contained to perform a treating operation;
said member anchors to the borehole wall;
said member further comprises a continuous groove that circumscribes an inner surface.
39. The barrier of claim 38 , wherein:
said groove contains a continuous sealing element.
40. The barrier of claim 39 , wherein:
said continuous sealing element is made of a resilient degradable material.
41. A method of performing a treatment in a subterranean location, comprising:
providing a barrier for subterranean use in a borehole, comprising:
a mandrel having at least one tapered surface;
a movable annularly shaped member having opposed ends and circumferentially alternating slots that begin at the opposed ends and extend longitudinally;
said member movable relatively with respect to said at least one tapered surface to contact a borehole wall with a smooth outer surface thereof that extends for a length from one end of said opposed ends to the other end of said opposed ends for substantial sealing so that applied differential pressure loading on said member the barrier can be contained to perform the treatment;
setting said barrier at a predetermined location against the borehole wall;
performing the treatment against said barrier after said setting.
42. The method of claim 41 comprising:
anchoring said member to the borehole wall.
43. An anchor assembly for subterranean use in a borehole, comprising: a mandrel having at least one tapered surface;
a movable annularly shaped member having opposed ends and circumferentially alternating slots that begin at opposed ends and extend longitudinally;
said member movable relatively with respect to said at least one tapered surface to contact a borehole wall with a smooth outer surface thereof that extends for a length from one end of said opposed ends to the other end of said opposed ends for anchoring so that applied differential pressure loading on the barrier can be resisted to perform a treating operation;
said member is made of a selectively degrading material so that structural integrity of said member is undermined in a predetermined time for removal of said member from a location where said member was set against the borehole wall.
44. The anchor assembly of claim 43 , wherein:
said member is made of a controlled electrolytic material.
45. The anchor assembly of claim 43 , wherein:
at least some of said slots have end bores.
46. The anchor assembly of claim 45 , wherein:
said end bores are wider than said slots.
47. The anchor assembly of claim 43 , wherein:
said member has an inner surface taper that extends for a length between said opposed ends that substantially conforms to said tapered surface on said mandrel.
48. The anchor assembly of claim 43 , further comprising:
a tapered seal ring abutting said member and on said tapered surface of said mandrel.
49. The anchor assembly of claim 48 , wherein:
said tapered seal ring and said member move in tandem to contact the surrounding tubular.
50. The anchor assembly of claim 49 , wherein:
said tapered seal ring has a cylindrical outer surface and a tapered inner surface.
51. The anchor assembly of claim 50 , wherein:
said seal ring is made of a resilient material.
52. The anchor assembly of claim 51 , wherein:
said resilient material is degradable.
53. A method of performing a treatment in a subterranean location, comprising:
providing an anchor assembly for subterranean use in a borehole, comprising:
a mandrel having at least one tapered surface;
a movable annularly shaped member having opposed ends and circumferentially alternating slots that begin at the opposed ends and extend longitudinally;
said member movable relatively with respect to said at least one tapered surface to contact a borehole wall with a smooth outer surface thereof that extends for a length from one end of said opposed ends to the other end of said opposed ends for anchoring so that applied differential pressure loading on the barrier can be resisted to perform the treatment;
said member is made of a selectively degrading material so that structural integrity of said member is undermined in a predetermined time for removal of said member from a location where said member was set against the borehole wall;
setting said anchor assembly at a predetermined location against the borehole wall;
performing the treatment against said barrier after said setting.