Claims
- 1. A rock bit comprising cutting elements for cutting earth formations wherein a cutting element having a central axis is mounted on the bit for contacting the earth formation within a critical zone defined on the cutting element, wherein the cutting element comprises:a grip portion; an axisymmetric protrusion extending from an end of the grip portion; and an ultra hard material layer over the protrusion having an non-axisymmetric outer surface, wherein the critical zone is located not less than 20° and not greater than 80° from the central axis as measured from the intersection of the central axis with the plane of intersection between the protrusion and the grip, and wherein the thickness of the ultra hard material layer as measured at any point outside the critical zone is less than the thickness of the ultra hard material layer at a point within the critical zone, wherein the ultra hard material layer outer surface comprises a high portion defining a cutting element maximum height level as measured from a base of the grip portion along a longitudinal axis parallel to the central axis of the cutting element, wherein the height level of any portion of the ultra hard material layer outer surface other than the high portion as measured from the base of the grip portion along a longitudinal axis parallel to the central axis of the cutting element is not greater than the maximum height level, and wherein the outer surface of the ultra hard material layer within the critical zone does not extend to the maximum height level.
- 2. A rock bit as recited in claim 1 wherein the cutting element protrusion cross-section is linear within the critical zone.
- 3. A rock bit as recited in claim 1 wherein the surface of the cutting element protrusion is convex within the critical zone.
- 4. A rock bit as recited in claim 1 wherein the surface of the cutting element protrusion is concave within the critical zone.
- 5. A rock bit as recited in claim 1 wherein the surface of the cutting element protrusion is textured within the critical zone.
- 6. A rock bit as recited in claim 1 wherein the cutting element ultra hard material layer outer surface forms a ridge skewed relative to a plane of intersection between the grip and the protrusion.
- 7. A rock bit as recited in claim 1 wherein the critical zone spans no more than 160° around the protrusion.
- 8. A rock bit as recited in claim 1 wherein the grip portion has a diameter and wherein the ultra hard material layer maximum thickness is in the range of 0.015 to 0.25 times the grip portion diameter.
- 9. A rock bit as recited in claim 1 wherein the cutting element further comprises at least one transition layer between the ultra hard material layer and the protrusion.
- 10. A rock bit as recited in claim 9 wherein the grip portion has a diameter and wherein the ultra hard material layer maximum thickness is in the range of 0.01 to 0.15 times the grip portion diameter.
- 11. A rock bit as recited in claim 9 wherein a transition layer of said at least one transition layer comprises a non-uniform outer surface.
- 12. A rock bit as recited in claim 9 wherein a transition layer of said at least one transition layer comprises a thickness that is thinnest within the critical zone.
- 13. A rock bit as recited in claim 9 wherein a transition layer of said at least one transition layer does not extend to at least a portion of the critical zone.
- 14. A rock bit as recited in claim 1 wherein the ultra hard material outer surface comprises two planar sides and wherein the critical zone comprises two sections, each section being aligned with a planar side.
- 15. A rock bit as recited in claim 1 wherein the ultra hard material layer thickness as measured at any point outside the critical zone is less than the thickness of the ultra hard material layer at all points within the critical zone.
- 16. A rock bit as recited in claim 1 wherein the critical zone spans an arc no greater than 180° around the protrusion.
- 17. A rock bit as recited in claim 1 wherein the cutting element comprises a plurality of critical zones arranged around the cutting element.
- 18. A cutting element having a central axis for use in a rock bit for contacting earth formations within a critical zone offset from the central axis, comprising:a grip portion; an axisymmetric protrusion extending from an end of the grip portion; and an ultra hard material layer over the protrusion, the ultra hard material layer having a non-axisymmetric outer surface wherein the ultra hard material layer is thickest within the critical zone, wherein the ultra hard material layer outer surface comprises a high portion defining a cutting element maximum height level as measured from a base of the grip portion along a longitudinal axis parallel to the central axis of the cutting element, wherein the height level of any portion of the ultra hard material layer outer surface other than the high portion as measured from the base of the grip portion along a longitudinal axis parallel to the central axis of the cutting element is not greater than the maximum height level, and wherein the outer surface of the ultra hard material layer within the critical zone does not extend to the maximum height level.
- 19. A cutting element as recited in claim 18 wherein the critical zone is offset from the central axis by at least 20°.
- 20. A cutting element as recited in claim 18 wherein the grip portion has a diameter and wherein the ultra hard material layer maximum thickness is in the range of 0.015 to 0.25 times the grip portion diameter.
- 21. A cutting element as recited in claim 18 further comprising at least one transition layer between the ultra hard material layer and the protrusion.
- 22. A cutting element as recited in claim 21 wherein the grip portion has a diameter and wherein the ultra hard material layer maximum thickness is in the range of 0.01 to 0.15 times the grip portion diameter.
- 23. A cutting element as recited in claim 21 wherein a transition layer of said at least one transition layer comprises a non-uniform outer surface.
- 24. A cutting element as recited in claim 21 wherein a transition layer of said at least one transition layer comprises a thickness that is thinnest within the critical zone.
- 25. A cutting element as recited in claim 21 wherein a transition layer of said at least one transition layer does not extend to at least a portion of the critical zone.
- 26. A cutting element as recited in claim 18 wherein the critical zone spans an arc no greater than 180° around the protrusion.
- 27. A cutting element as recited in claim 18 wherein the critical zone spans an arc no greater than 160° around the protrusion.
- 28. A cutting element as recited in claim 18 comprising a plurality of critical zones arranged around the cutting element.
- 29. A rock bit comprising cutting elements for cutting earth formations wherein a cutting element having a central axis is mounted on the bit for contacting the earth formation within a critical zone defined on the cutting element, wherein the cutting element comprises:a grip portion; an axisymmetric protrusion extending from an end of the grip portion; and an ultra hard material layer over the protrusion having an non-axisymmetric outer surface, wherein the critical zone is located not less than 20° and not greater than 80° from the central axis as measured from the intersection of the central axis with the plane of intersection between the protrusion and the grip, and wherein the thickness of the ultra hard material layer as measured at any point outside the critical zone is less than the thickness of the ultra hard material layer at a point within the critical zone, wherein the cutting element ultra hard material layer outer surface forms a ridge skewed relative to a plane of intersection between the grip and the protrusion.
- 30. A rock bit comprising cutting elements for cutting earth formations wherein a cutting element having a central axis is mounted on the bit for contacting the earth formation within a critical zone defined on the cutting element, wherein the cutting element comprises:an axisymmetric substrate comprising a grip portion and a protrusion extending from an end of the grip portion; and an ultra hard material layer over the protrusion having an non-axisymmetric outer surface, wherein the critical zone is located not less than 20° and not greater than 80° from the central axis as measured from the intersection of the central axis with the plane of intersection between the protrusion and the grip, wherein the critical zone spans an arc no greater than 180° around the protrusion, and wherein the thickness of the ultra hard material layer is greatest within the critical zone.
- 31. A rock bit as recited in claim 30 wherein the critical zone spans an arc no greater than 160° around the protrusion.
- 32. A rock bit as recited in claim 30 wherein the cutting element comprises a plurality of critical zones arranged around the cutting element.
- 33. A cutting element having a central axis for use in a rock bit for contacting earth formations within a critical zone offset from the central axis, comprising:an axisymmetric substrate comprising a grip portion and a protrusion extending from an end of the grip portion; and an ultra hard material layer over the protrusion, the ultra hard material layer having a non-axisymmetric outer surface wherein the ultra hard material layer thickness is greater within the critical zone than outside the critical zone, and wherein the critical zone spans an arc no greater than 180° around the protrusion.
- 34. A cutting element as recited in claim 33 wherein the critical zone spans an arc no greater than 160° around the protrusion.
- 35. A cutting element as recited in claim 33 comprising a plurality of critical zones arranged around the cutting element.
CROSS-REFERENCE TO RELATED APPLICATION
This application is a Divisional application of U.S. patent application Ser. No. 09/023,264, filed on Feb. 13, 1998 now U.S. Pat. No. 6,199,645.
US Referenced Citations (36)
Foreign Referenced Citations (3)
Number |
Date |
Country |
0257869 |
Mar 1988 |
EP |
2279093 |
Dec 1994 |
GB |
2279094 |
Dec 1994 |
GB |