序号 专利名 申请号 申请日 公开(公告)号 公开(公告)日 发明人
61 MEASUREMENT WHILE DRILLING TOOL WITH INTERCONNECT ASSEMBLY EP07798309.6 2007-06-08 EP2027365B1 2017-01-18 SHERRILL, Kristopher, V.; WELSHANS, David
62 SHANK ADAPTOR WITH STRENGTHENED FLUSHING HOLE EP15170715.5 2015-06-04 EP3101217A1 2016-12-07 NORDSTRAND, Anna; AHOLA, Petri; HEMPH, Rasmus

A rock drilling shank adaptor having at least one flush hole extending radially through the body of the adaptor in communication with an axially extending internal bore. The flush hole in a direction from an external side to an internal side comprises a surface at a rearward region that is curved at least at a radially inner portion to extend in an axial direction towards a forwardmost end of the adaptor to increase the resistance of the adaptor to stress concentrations whilst achieving a desired flow rate of flushing fluid flow into the internal bore.

63 CENTRALIZER FOR DOWNHOLE PROBES EP13853488.8 2013-11-06 EP2917454A1 2015-09-16 LOGAN, Aaron W.; LOGAN, Justin C.; DERKACZ, Patrick R.
An assembly for use in subsurface drilling includes a downhole downhole probe supported by a centralizer. The centralizer comprises a tubular member that extends around the downhole probe. A wall of the centralizer is fluted to provide inward contact points that support the downhole probe and outward contact points that bear against a bore wall of a section of drill string. The downhole probe may be supported for substantially its entire length.
64 Drilling tool support and method of collaring drilling tool support and method of collaring EP13198918.8 2013-12-20 EP2886789A1 2015-06-24 Koskinen, Jouni

The invention relates to a support and a method of collaring. The support (S) comprises a support element (SE) for supporting a drilling tool (9). The support element is inside a suction housing (15) of a rock drilling unit at least during drilling.

65 Improved landing pipe EP13151249.3 2013-01-15 EP2754851A1 2014-07-16 Yang, Henry; Granger, Scott; Franchi, Jonathan; McKlemurry, Chris; Godeke, Kenneth

A landing pipe is disclosed. The pipe includes a first tool joint, a second tool joint, and a main section extending from the first tool joint to the second tool joint, the main section having a first portion and a second portion. The first tool joint outer diameter is greater than both the main section first portion outer diameter and the main section second portion outer diameter. The main section first portion wall thickness is greater than the main section second portion wall thickness, and the main section second portion has a length range of 40 % to 85 % of an overall length of the landing pipe.

66 MEASUREMENT WHILE DRILLING TOOL WITH INTERCONNECT ASSEMBLY EP07798309 2007-06-08 EP2027365A4 2012-09-12 SHERRILL KRISTOPHER V; WELSHANS DAVID
67 Fatigue resistant rotary shouldered connection and method EP06251128.2 2006-03-02 EP1705415A2 2006-09-27 Muradov, Andrei

Threaded connections are provided with a thread form that permits the construction of enlarged root radii between adjacent threads. Relatively coarse thread leads formed along conical surfaces with relatively extended tapers cooperate with relatively tall thread heights and an enlarged root radius (or radii) to produce a fatigue resistant, rotary-shouldered connection that can be assembled with reasonably attainable high torque forces. The ratios between the thread lead, measured in threads per inch, as the numerator, and denominators comprising the untruncated thread height of the thread, and/or the root truncation and/or the root radius (or radii) are maintained at low values compared to those existing in conventional prior art connections. The ratio of the untruncated thread height to the root radius (or radii) is also retained at a relatively low value as compared to that existing in many prior art configurations. The connection design produces an unexpectedly high resistance to fatigue damage or failure. The connection may be employed in any rotary-shouldered connection and is particularly effective in preventing fatigue damage in the stiffer components of drill stem assemblies including single shoulder and double shoulder drill collar connections.

68 HEAVY WEIGHT DRILL PIPE EP99920274.0 1999-04-30 EP1078190B1 2006-07-12 WILSON, Gerald, E.; MOORE, R., Thomas; TANG, Wei
A heavy weight drill pipe member is disclosed for use in drilling high angle and horizontal well bores in a corrosive environment. The heavy weight drill pipe member consists of a tubular member (10) with a longitudinal bore (29) therethrough, and includes connectors or tool joints (20, 22) attached at each distal end for connecting additional heavy weight drill pipe members. The tubular member (10) and tool joints (20, 22) are preheated, water quenched and tempered to obtain a unique combination of hardness, a yield strength and impact strength for improved resistance to stress corrosion cracking and hydrogen embrittlement in a hydrogen sulfide environment. The tubular member (10) includes a plurality of wear pads or protectors (12, 14, 16) equidistantly spaced along the longitudinal axis of the tubular member (10) to reduce bending stress in the pipe by limiting the degree of bend when the pipe is placed in compression in a high angle well bore. To reduce the chances of differential pressure sticking of the pipe when the pipe is used in high angle or horizontal well bores, each wear pad or protector (12, 14, 16) is provided with spiral grooves (24) therein. Each wear pad or protector (12, 14, 16) may also be hard faced or hard banded to reduce wear.
69 HEAVY WEIGHT DRILL PIPE EP99920274 1999-04-30 EP1078190A4 2003-04-09 WILSON GERALD E; MOORE R THOMAS; TANG WEI
A heavy weight drill pipe member is disclosed for use in drilling high angle and horizontal well bores in a corrosive environment. The heavy weight drill pipe member consists of a tubular member (10) with a longitudinal bore (29) therethrough, and includes connectors or tool joints (20, 22) attached at each distal end for connecting additional heavy weight drill pipe members. The tubular member (10) and tool joints (20, 22) are preheated, water quenched and tempered to obtain a unique combination of hardness, a yield strength and impact strength for improved resistance to stress corrosion cracking and hydrogen embrittlement in a hydrogen sulfide environment. The tubular member (10) includes a plurality of wear pads or protectors (12, 14, 16) equidistantly spaced along the longitudinal axis of the tubular member (10) to reduce bending stress in the pipe by limiting the degree of bend when the pipe is placed in compression in a high angle well bore. To reduce the chances of differential pressure sticking of the pipe when the pipe is used in high angle or horizontal well bores, each wear pad or protector (12, 14, 16) is provided with spiral grooves (24) therein. Each wear pad or protector (12, 14, 16) may also be hard faced or hard banded to reduce wear.
70 MASSE-TIGE ASYMETRIQUE POUR LE FORAGE DE PUITS PETROLIERS EP98902030 1998-01-06 EP0886717A1 1998-12-30 SANCHO JEAN; GUERIN JEAN-CLAUDE
The invention concerns an asymmetrical drill stem, located at the end of an assembly of boring rods for drilling an oil well. The asymmetry is provided by the presence of recesses (24) arranged in the body (20), which recesses are of different sizes, arranged on the external surface of the drill stem and extend for the major part along the drill stem.
71 DOWN REAMING APPARATUS EP93908325.0 1993-03-12 EP0631645A1 1995-01-04 ANDERSON, Llewellan; KELLEY, Brian, W.; ROWE, Larry, F.; WHITEHOUSE, Thomas, C.
A down reaming apparatus (10) has an upper stabilizer (14) which supports the down reaming apparatus (10) in bored hole. A plurality of wheel assemblies (46) are radially attached to the hub (32) of the upper stabilizer (14). Each of the wheel assemblies (46) has rotatable tires (54) oriented against the bored hole wall, and a rotatable overload wheel (60) which contacts the tunnel wall upon compression of the tires (54). A weight assembly (90) comprising a plurality of stacked plates (16) is secured to the frame of the down reaming apparatus (10) and has manways (108) therethrough. A lower stabilizer (30) provides additional support for the down reaming apparatus (10). A plurality of wheel assemblies (130) are radially attached to the hub (122) of the lower stabilizer (30). Each of the wheel assemblies (130) has a rotatable wheel (144) pivotally attached to the lower stabilizer hub (122) and spaced therefrom by a compressible bumper (138) which reacts against the bored hole wall to stabilize the down reaming apparatus (10).
72 Dry pneumatic system for hard rock shaft drilling EP90314348.5 1990-12-27 EP0438920B1 1994-10-26 McBride Sinclair, Kirk; England, John Richard
73 Dry pneumatic system for hard rock shaft drilling EP90314348.5 1990-12-27 EP0438920A1 1991-07-31 McBride Sinclair, Kirk; England, John Richard

A dry, vertical shaft drilling system including an inverted raiseboring cutterhead (12) fitted with air nozzles (42) and vacuum pickups. Weights (16) are detachably stacked above the cutterhead. Cuttings are extracted through the weights into a swivel (26) circumscribing the drill string (20). The swivel is a transition from the rotating cutterhead to the stationary extraction riser pipes (18) disposed above the swivel. Non-rotating stabilizers stabilize the drill string.

74 HIGH BENDING STRENGTH RATIO DRILL STRING COMPONENTS EP87906137.0 1987-09-02 EP0324756A1 1989-07-26 DUDMAN, Roy L.
La masse-tige décrite possède un collier de repêchage juste derrière l'extrémité mâle d'un joint de tige, laquelle extrémité possède une dimension réduite si on la compare à l'extrémité du joint femelle. En conséquence, l'outil est particulièrement bien adapté pour être orienté avec son extrémité mâle vers le haut dans la colonne de tubes de forage. Le rapport de résistance à la flexion (BSR) est amélioré en même temps que la masse-tige conserve de bonnes caractéristiques de ''repêchage'' et de ''surforage''.
75 INSULATED DRILL COLLAR GAP SUB ASSEMBLY FOR A TOROIDAL COUPLED TELEMETRY SYSTEM EP82900857.0 1982-01-29 EP0076801A1 1983-04-20 McDONALD, William J.; MAURER, William C.; NAGEL, Dave D.
Sous-ensemble d'interstice d'un collier de trepan isole pour un systeme de telemetrie a accouplement toroidal comprenant un premier sous-organe annulaire (150) pouvant etre actionne pour etre connecte a une extremite a un collier de trepan et un sous-organe annulaire (156) pouvant etre actionne pour former une partie d'un sous-ensemble d'un collier de trepan. Le premier et le second sous-organes annulaires ont des organes de structure d'interconnexion (54, 58) pouvant fonctionner pour interferer structurellement. Les organes de structure d'interconnexion sont dimensionnes pour former un interstice continu (160) entre des surfaces mutuellement opposees et un materiau dielectrique (162) remplit l'interstice pour isoler electriquement le premier sous-organe annulaire par rapport au second sous-organe annulaire. Un organe de palier (164) est positionne entre le premier organe annulaire et le second organe annulaire et est revetu d'une isolation dielectrique (166) pour faciliter la formation d'un sous-ensemble d'un interstice de collier de trepan ayant une integrite structurelle et electrique.
76 MULTI-ANGLE ROTARY STEERABLE DRILLING EP14856771.2 2014-10-09 EP3060740B1 2018-12-12 PEARCE, Michael; SUGIURA, Junichi
Rotary steerable drilling apparatus and methods utilizing apparatus comprising a shaft, a multi-angle strike ring axially repositionable along the shaft, an articulated member coupled to the shaft, and a steering member carried by the articulated member. An actuator is operable to maintain an angular offset of the articulated member relative to the shaft by maintaining azimuthally-dependent contact between the multi-angle strike ring and the steering member.
77 Measurement while drilling tool with interconnect assembly EP14161362.0 2007-06-08 EP2749732B1 2018-04-11 Sherrill, Kristopher, V.; Welshans, David
Disclosed are methods of sampling a formation fluid, including flowing a formation fluid into a first flow line, measuring a first property of the formation fluid, opening a first valve to expose the formation fluid to a second flow line, pumping the formation fluid with a pump disposed in the second flow line, and directly measuring a second property of the formation fluid with a fluid ID sensor. The methods may further include closing a second valve while pumping to isolate a portion of the formation fluid and measuring a third property of the isolated formation fluid. Measuring the third property may comprise conducting a bubble point test. The methods may additionally include skimming contaminants from the formation fluid by pumping, and flushing the contaminants from the second flow line, which contaminants may be detected using at least one sensor.
78 METHOD OF FRACTURING WHILE DRILLING EP12815905.0 2012-12-19 EP2795056B1 2017-02-22 ZHOU, Shaohua
79 UNIVERSAL DOWNHOLE PROBE SYSTEM EP12887916 2012-12-03 EP2917479A4 2016-11-16 LOGAN AARON W; LOGAN JUSTIN C; SWITZER DAVID A; DERKACZ PATRICK R
A downhole probe is adapted to be supported in drill string sections having different internal diameters with the use of a set of interchangeable centralizers. Each centralizer is dimensioned to snugly receive the downhole probe and to bear against the bore wall of a drill-string section. Interchangeable axial supports such as spiders may also be provided in a set. The downhole probe may comprise a slick body. As drilling progresses the downhole probe may be adapted to be received in drill string sections of varying diameters.
80 CENTRALIZER FOR DOWNHOLE PROBES EP13853488 2013-11-06 EP2917454A4 2016-09-28 LOGAN AARON W; LOGAN JUSTIN C; DERKACZ PATRICK R
A downhole probe is adapted to be supported in drill string sections having different internal diameters with the use of a set of interchangeable centralizers. Each centralizer is dimensioned to snugly receive the downhole probe and to bear against the bore wall of a drill-string section. Interchangeable axial supports such as spiders may also be provided in a set. The downhole probe may comprise a slick body. As drilling progresses the downhole probe may be adapted to be received in drill string sections of varying diameters.
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