Classifications

• • E—FIXED CONSTRUCTIONS
  • E21—EARTH OR ROCK DRILLING; MINING
  • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
  • E21B29/00—Cutting or destroying pipes, packers, plugs or wire lines, located in boreholes or wells, e.g. cutting of damaged pipes, of windows; Deforming of pipes in boreholes or wells; Reconditioning of well casings while in the ground
  • E21B29/002—Cutting, e.g. milling, a pipe with a cutter rotating along the circumference of the pipe
  • E21B29/005—Cutting, e.g. milling, a pipe with a cutter rotating along the circumference of the pipe with a radially-expansible cutter rotating inside the pipe, e.g. for cutting an annular window
• • E—FIXED CONSTRUCTIONS
  • E21—EARTH OR ROCK DRILLING; MINING
  • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
  • E21B10/00—Drill bits
  • E21B10/26—Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers
  • E21B10/32—Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers with expansible cutting tools
• • E—FIXED CONSTRUCTIONS
  • E21—EARTH OR ROCK DRILLING; MINING
  • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
  • E21B10/00—Drill bits
  • E21B10/46—Drill bits characterised by wear resisting parts, e.g. diamond inserts
• • E—FIXED CONSTRUCTIONS
  • E21—EARTH OR ROCK DRILLING; MINING
  • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
  • E21B10/00—Drill bits
  • E21B10/46—Drill bits characterised by wear resisting parts, e.g. diamond inserts
  • E21B10/56—Button-type inserts
  • E21B10/567—Button-type inserts with preformed cutting elements mounted on a distinct support, e.g. polycrystalline inserts
• • E—FIXED CONSTRUCTIONS
  • E21—EARTH OR ROCK DRILLING; MINING
  • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
  • E21B29/00—Cutting or destroying pipes, packers, plugs or wire lines, located in boreholes or wells, e.g. cutting of damaged pipes, of windows; Deforming of pipes in boreholes or wells; Reconditioning of well casings while in the ground
• • E—FIXED CONSTRUCTIONS
  • E21—EARTH OR ROCK DRILLING; MINING
  • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
  • E21B29/00—Cutting or destroying pipes, packers, plugs or wire lines, located in boreholes or wells, e.g. cutting of damaged pipes, of windows; Deforming of pipes in boreholes or wells; Reconditioning of well casings while in the ground
  • E21B29/002—Cutting, e.g. milling, a pipe with a cutter rotating along the circumference of the pipe
• • E—FIXED CONSTRUCTIONS
  • E21—EARTH OR ROCK DRILLING; MINING
  • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
  • E21B10/00—Drill bits
  • E21B10/26—Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers
  • E21B10/32—Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers with expansible cutting tools
  • E21B10/322—Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers with expansible cutting tools cutter shifted by fluid pressure
• • E—FIXED CONSTRUCTIONS
  • E21—EARTH OR ROCK DRILLING; MINING
  • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
  • E21B10/00—Drill bits
  • E21B10/46—Drill bits characterised by wear resisting parts, e.g. diamond inserts
  • E21B10/56—Button-type inserts
  • E21B10/567—Button-type inserts with preformed cutting elements mounted on a distinct support, e.g. polycrystalline inserts
  • E21B10/5671—Button-type inserts with preformed cutting elements mounted on a distinct support, e.g. polycrystalline inserts with chip breaking arrangements

Definitions

• Oil and gas wells are usually lined with steel tubing which is cemented in place and forms a casing. Other steel tubing may be located inside the casing. Some operations ca rried out within a well require the removal of a length of steel tubing which has been secured within the borehole. This is customarily carried out using a tool referred to as a mill which is used to mill out a length of tubing at a subterranean position which may be some distance from the surface. The mill cuts into the tubing and comminutes it to swarf.
• a mill for removing a length of tubing is commonly referred to as a section mill. It has the characteristic that it cuts away tubing as it moves along the tubing. Parts of the tool, or parts of the tool string which incorporates the tool, may extend into the tubing which has not yet been removed and thereby guide the tool to progress axially along the tubing as it is advanced. This functionality contrasts with a window mill whose function is to cut outwardly through tubing and start a new borehole branching from an existing borehole.
• a section mill which is able to mill out a length of tubing may have a rotatable body with one or more projecting or expandable parts which may be referred to by various names including blades and knives.
• These projecting or expandable parts carry cutters of hard material, often tungsten carbide, which cut into the tubing.
• the cut swarf is customarily entrained in the circulating flow of drilling fluid which carries it to the surface.
• pieces of swarf can becoming entangled within the borehole and form a blockage, sometimes referred to as a "bird's nest", which can necessitate time- consuming interruption of the milling operation and removal of tools from the borehole in order to clear the blockage.
• the cutting surface When a hard cutting tool acts on a workplace, the cutting surface may be held perpendicular to the direction of traverse of the tool relative to the workpiece or at an angle to the perpendicular. This angle to the perpendicular is referred to as a rake angle.
• a rake angle may be referred to as forward or back, positive or negative, and the literature is not consistent in use of this terminology.
• the cutter when the edge of the cutting surface which is in contact with the workpiece is trailing behind the remainder of the cutting surface, the cutter is said to have a back rake also sometimes referred to as a positive rake.
• a rotary tool for milling tubing in a borehole comprises at least one cutter with a cutter body and a cutting surface on the body, where the cutter is shaped and positioned on the tool such that:
• At least part of the cutting surface is back raked, that is to say it is inclined relative to the direction of rotation with an edge where the cutting surface cuts furthest into the tubing being a trailing edge of the cutting surface relative to the direction of rotation, at least part of the back raked cutting surface extends from the said edge with a back rake angle which is from 15 to 60 degrees and at the said edge has an angle greater than 90 degrees included between the cutting surface and the surface of the cutter body following the cutting surface.
• the rake angle between the cutting surface or part of the cutting surface and a perpendicular to the direction of traverse relative to the workpiece lies in a range from 15 to 60 degrees
• the angle between the cutting surface or part thereof and the direction of rotation lies in a range from 30 to 75 degrees.
• a cutting surface with a significant back rake angle leads to the formation of swarf with less rigidity. It may be in the form of short pieces weakly connected together, or sometimes not connected at all. Changing the nature of the swarf reduces the risk of entangled swarf forming a "birds nest" blockage in the borehole.
• a significant back rake may require the cutter to be pressed against the tubing with more force than would be required with less back rake or none.
• a requirement for increased force between a cutting tool and workpiece would be a disadva ntage, but we have recognized that when operating a cutting tool in a wellbore, a requirement for greater force is beneficial.
• More force can be provided by increasing the weight on the tool and control of the cutting speed by varying the weight on the tool becomes easier.
• Increasing the included angle between the cutting surface and a surface of the body behind the cutter surface makes the cutter more robust and reduces the risk of the cutter being chipped or broken.
• the angle of the back rake may be such that the rake angle between the cutting surface or part thereof and a perpendicular to the direction of motion relative to the tubing is in a range from 20 or 25 degrees to 45 or 50 degrees. In this case the angle between the cutting surface and the direction of rotation will lie in a range from 40 or 45 degrees to 65 or 70 degrees.
• the surface of the cutter body trailing back from the edge of the cutting surface may be aligned with the direction of rotation or may be at a small angle to the direction of rotation. Thus it may be at an angle of 0 to 10 or 15 degrees to the direction of rotation. In this case, the angle included between this surface of the cutter body and the cutting surface will be at least 95 degrees.
• the cutter body may be dimensioned such that the at least part of the back raked cutting surface extends at least 1mm from the said edge where the cutting surface cuts furthest into the tubing and the cutter body's surface trailing back from the said edge extends at least 2 mm possibly at least 3mm or at least 5mm back from the said edge.
• An individual cutter body may be formed from a hard material other than diamond.
• the hardness may be defined as a hardness of 1800 or more on the Knoop scale or a hardness of 9 or more on the original Mohs scale (where diamond has a Mohs hardness of 10).
• the rotary tool may comprise one or more supporting structures, each having a plurality of cutters partially embedded in one of the supporting structures.
• a cutter body may have a front which is exposed and a thickness extending into the support behind the exposed front.
• the thickness dimension may be at least half, or at least three-quarters of any distance across the cutter body transverse to the thickness.
• the portion of the body which is embedded in the support structure may be greater than the volume of any portion projecting forwardly from the support structure.
• the cutting surface may extend as a bevel between side and front faces, at an angle (other than a right angle) to both and of course such that the rake angle between the cutting surface or part thereof and a perpendicular to the direction of motion relative to the tubing is in the range from 15 to 60 degrees.
• Such a supporting structure may be an element which projects or is extensible outwardly from a central structure of the tool.
• the rotary tool may be constructed with a central structure for insertion axially into the tubing, and at least one element which ca rries at least one said cutter and which projects outwardly from the central structure to bring the at least one cutter into contact with the tubing.
• a method of removing a length of tubing in a borehole comprises inserting into the tubing a rotary milling tool which comprises a structure extending axially and at least one element which projects or is extensible from the tool structure and carries at least one cutter as set out above, and then advancing the tool axially while rotating the tool with the at least one cutter cutting into the tubing completely around the tubing.
• the cutter may cut into a sidewall of the tubing or into an end face created by an initial cut through the tubing.
• Figl diagrammatically illustrates a hard cutter carried on a rotary tool and in contact with tubing
• Fig 2 shows equivalent stress distributed within a workpiece, in the direction of traverse of a cutter, as predicted by finite element analysis, when the cutter has zero rake angle;
• Fig 3 shows equivalent stress distributed within a workpiece when the cutter has a rake angle of 30 degrees and when overall force between workpiece and cutter is maximum;
• Fig 4 is similar to Fig 3 but shows the distribution of equivalent stress when overall force between workpiece and cutter is minimum;
• Figs 5 and 6 are similar to Figs 3 and 4, with a cutter rake angle of 45 degrees;
• Fig 7 is similar to Fig 3 with a cutter rake angle of 15 degrees;
• Fig 8 is similar to Fig 4 with a cutter rake angle of 15 degrees, but shown at a larger scale;
• Fig 9 diagrammatically shows a piece of swarf produced by a cutter with rake angle of 45 degrees;
• Fig 10 is an enlarged cross section through a piece of swarf produced by a cutter with rake angle of 45 degrees;
• Fig 11 is an enlarged cross section through a piece of swarf produced by a cutter with zero rake angle
• Figs 12 to 15 show distribution of principal tensile stress within cutters with rake angles of zero, 15, 30 and 45 degrees respectively, as predicted by finite stress analysis;
• Figs 16, 17 and 18 are front and side views of cutters
• Fig 19 shows a section mill with a cutter assembly retracted
• Fig 20 is a cross section on line A-A of Fig 19;
• Fig 21 shows the section mill of Fig 19 with the cutter assembly extended
• Fig 22 is a cross-sectional elevation view of another embodiment of expandable tool, showing its expandable cutter blocks in retracted position;
• Fig 23 is a cross-sectional elevation view of the expandable tool of Fig. 19, showing the cutter blocks in expanded position;
• Fig 24 is a perspective view of a cutter block for the expandable tool of
• Fig 25 shows the cutter block of Fig 24 in use
• Fig 26 is a cross section on line B-B of Fig 25;
• Fig 27 is an enlarged detail from Fig 25. DETAILED DESCRIPTION
• Fig 1 shows part of the body of a cutter 10 which is carried on supporting structure (not seen in this enlarged diagram) which is part of a rotary tool and brings the cutter body 10 into contact with the inside wall of tubing 12 so that part of the tubing is cut away as the cutter is driven in the direction of rotation of the tool around its axis, indicated by the chain dotted arrow 14.
• the direction of rotation is of course
• the cutter body has a flat front face 20 and a side surface 22 which extends backwards relative to the direction of rotation, connected by bevelled face 24 which constitutes the cutting surface.
• the edge 26 of the cutting surface, cutting most deeply into the tubing 12, is trailing relative to the parts of the cutting surface 24 which are not in contact with tubing 12.
• the cutting surface 24 is thus positioned with a back rake angle.
• the rake angle between the cutting surface 24 and the radius 16 is indicated 34.
• the angle between the cutting surface 24 and the direction of rotation 14 is indicated 32.
• the side surface 22 of the cutter body 10, extending back from the edge 26 of the cutting surface 24, is inclined so as to diverge from the newly-cut surface at a small angle 36 to the direction of rotation 16, so that the parts of the cutter body 10 behind the cutting surface 24 do not contact the freshly cut surface 28 on the tubing 12.
• the overall included angle between the cutting surface 24 and the side surface 22 extending back from the edge 26 is the sum of the angles 34 and 38.
• the angle between the cutting surface 24 and the radius 16 lies in a range from 15 to 60 degrees.
• the sum of the angles 32 and 34 is a right angle, because the direction of rotation 14 and the radius 16 are perpendicular.
• the angle 32 lies in a range from 30 to 75 degrees.
• the rake angle 34 lies in a narrower range from 20 to 50 degrees and may be approximately 30 degrees.
• the analysis ran for a period of lmillisecond corresponding to a distance traversed of 1mm which is four times the depth of cut.
• This analysis predicted that as the rake angle of the tool is increased (and consequently the angle between the cutting surface and the direction of traverse decreases) the force required to drive the tool increases and moreover with angles of 15 degrees or more the force oscillates between upper and lower values.
• the values predicted by this procedure were:
• This analysis also provided visual maps of the workpiece showing internal distribution of the equivalent stress in the direction of traverse. Such maps are shown by Figs 2 to 8. In Figs 2 to 7 areas 40 with lighter shading have equivalent stress between 730MPa and 1150MPa, areas with heavier shading have equivalent stress in a range from 1150MPa to 1250MPa and areas of the workpiece shown without shading are subjected to equivalent stress of less than 730MPa. (Fig 8 has larger scale and slightly different presentation as will be mentioned below). The stress results in strain and these maps of the workpiece show deformation of material by the cutter.
• Fig 2 exemplifies the distribution of stress when the rake angle of the cutter 10 is zero. The distribution of stress varied during the length of time covered by the analysis, but a region 42 of highest stress between the arrows 44 was present throughout the duration of the analysis.
• Fig 5 and 6 show the predicted distribution of stress when the cutter rake angle was 45 degrees and applied force in the direction of traverse was at the maximum (3.5 kN) and minimum (2.0 kN) respectively.
• Fig 5 shows a region 42 with the high level of stress located between the arrows 44 when the applied force in the direction of traverse is at the maximum, and (similarly to Fig 4) a region 47 with low level of stress extending along the line between arrows 44, which is where the chip separates from the workpiece 12.
• Figs 7 and 8 show the distribution of stress predicted by finite element analysis when the cutter rake angle was 15 degrees and applied transverse force between cutter and workpiece was maximum and minimum respectively.
• FIG. 8 shows that when applied force in the direction of traverse was at the minimum, a region 48 of stress not exceeding lOOOMPa extends along the line between the arrows 45, in between areas 43 of stress exceeding lOOOMPa within which there were regions 42 of higher stress. Levels of stress within the region 48 were almost all below 900MPa.
• the photograph was digitally manipulated to show the edge of the swarf: the result is shown as Fig 10.
• a double headed arrow shows a distance of 0.1mm.
• a piece of swarf obtained with a cutter of zero rake angle was likewise embedded in rigid resin, cut through, polished and photographed under high magnification.
• This photograph was likewise digitally manipulated to show the edge of the swarf: the result is shown as Fig 11. It can be seen that the swarf in Fig 11 was a continuous strip whereas the swarf in Fig 10 consisted of a number of sections 50, partially separated by gaps 54 so that the joins between the sections 50 do not extend across the full thickness of the piece of swarf.
• Finite element analysis was also applied to stress within the cutters, as shown by Figs 12 to 14. Each of these illustrates the distribution of maximum principal tensile stress (the scalar value of maximum tensile stress regardless of direction). Regions 56 where the tensile stress exceeds lOOMPa are shown with shading. In the case of the cutter with zero rake angle shown by Fig 12 the region 56 included a small region 58 adjoining the cutting surface in which the principal stress was from 300MPa up to 370MPa. For the cutter with rake angle of 15 degrees so that the included angle at edge 26 is 100 degrees, the area 56 as shown by Fig 13 had maximum stress of 230MPa.
• Figs 16, 17 and 18 show three embodiments of cutters.
• Figs 16a, 17a and 18a are front views
• Figs 16b, 17b and 18b are side views.
• the cutter of Fig 16 is rectangular.
• a cutting surface 60 at an angle of 30 degrees to the front face 61 extends to the edge 62 which, when the cutter is mounted on a tool, is the edge where the cutter is furthest into the material being cut.
• the angle included at edge 62 is 120 degrees.
• the cutter of Fig 17 has a cylindrical body 63 and a front face 64 with smaller diameter surrounded by an annular surface 65 at an angle of 45 degrees to the front face 64. When mounted on a tool, part of this annular surface 65 is the cutting surface.
• Fig 18 shows a cutter which also has a cylindrical body, but has a front face 64 which is eccentric relative to the main body.
• the widest part 68 of the annular surface around the front face 64 is at an angle of 45 degrees to the front face 64 but the narrowest part 69 is at a different angle, as can be seen in the drawing. This cutter is mounted in a tool so that wider parts of the annular surface provide the cutting surface.
• These cutters are made of a hard material which may be tungsten carbide. This hard material may be provided as a powder which is compacted into the shape of the cutter and then sintered. Manufacturers of sintered tungsten carbide cutters include Cutting and Wear Resistant Developments Ltd, Sheffield, England and Hallamshire Hard Metal Products Ltd, Rotherham, England.
• Tungsten carbide is commonly used for cutters because it is very hard and also has good thermal stability.
• Other hard materials which may be used are carbides of other transition metals, such as vanadium, chromium, titanium, tantalum and niobium. Silicon, boron and aluminium carbides are also hard carbides. Some other hard materials are boron nitride and aluminium boride.
• a hard material (which is other than diamond) may have a hardness of 1800 or more on the Knoop scale or a hardness of 9 or more on the original Mohs sca le (where diamond has a Mohs hardness of 10).
• Figs 19 to 21 show a section mill used to remove a length of tubing, starting at a subterranean location which is some way down a borehole.
• An existing borehole is lined with tubing 72 (the wellbore casing) and cement 74 has been placed between the casing and the surrounding rock formation.
• the tubing and cement may have been in place for some years. It is now required to remove a length of tubing, starting at a point below ground.
• One possible circumstance in which this may be required is when a borehole is to be abandoned, and regulatory requirements necessitate removal of a length of tubing and surrounding cement in order to put a sealing plug in place.
• Figs 19 and 21 are cross-sectional elevations showing part of the tool to the right of chain dotted centre line CL-CL.
• Fig 20 is a schematic cross section looking along the tool axis at the level of the arrows A-A in Fig 19, with plunger head 91 omitted.
• the tool has a cylindrical body with an outer wall 80.
• Three slots are formed in this body at positions which coincide axially and distributed azimuthally around the tool axis.
• At either side of each slot there is a plate 81 extending inwardly from the wall 80.
• a cutter assembly which comprises cutters attached to an arm 82 made of steel plate, is accommodated within each slot.
• each arm 82 is pivoted to swing around a pin 83 supported by the plates 81.
• Each arm 82 can swing from a retracted position shown in Fig 19 to an expanded position shown in Fig 21. Expansion is brought about by a hydraulic cylinder and piston, not shown, operated by pressure of drilling fluid and connected to drive plunger shaft 89. Pressure of drilling fluid causes the plunger shaft 89 to move downwardly.
• a domed plunger head 91 on the end of shaft 89 acts on the inside edges of arms 82, forcing each arm to pivot outwardly towards the position shown in Fig 21.
• Outward expansion is limited by prolongations 92 of the arms 82 when these prolongations abut the inside face of the tool wall 80 as indicated at 93 on Fig 21.
• Each arm 82 has cutters 86, 87 of the type shown by Fig 16 attached to its front face as seen in Figs 19 and 21 with the edges 62 of these cutters aligned with the edges 84, 85 of the arm 82.
• the cutters 86, 87 may be attached to the arm 82 by brazing and when attached to the arm 82 the cutting surfaces 60 of the cutters have a back rake of 30 degrees.
• At the corner of the arm 82 there is a cutter 88 which extends around the curve between the edges 84, 85 of the arm 82 and has a cutting surface with the same back rake of 30 degrees which also follows around the curve.
• the section mill is included in a drill string and lowered to the point within the borehole tubing 72 where milling is to begin.
• the drill string is then rotated and the plunger head 91 is driven downwards forcing the arms 82 outwards towards the position shown by Fig 21.
• the cutters 87 on the outer edges 85 of the arms 82 cut radially outwards into and through the tubing 72 until the arms are fully extended as shown in Fig 21.
• the tool is then advanced axially downwards and the cutters 86 on the edge 84 progressively cut downwards into an end face on the tubing 72, destroying a length of the tubing by milling it to swarf.
• Figs 22 to 26 show a rotary tool which is an expandable milling tool, utilising an expansion mechanism which is already used in reamers.
• Fig 22 shows the tool with its expandable cutter blocks with the blocks in retracted position.
• Fig 23 is a corresponding view with the blocks in expanded position.
• This expandable tool comprises a generally cylindrical tool body 106 with a central flowbore 108 for drilling fluid.
• the tool body 106 includes upper 110 and lower 112 connection portions for connecting the tool into a drilling assembly. Intermediately between these connection portions 110, 112 there are three recesses 116 formed in the body 106 and spaced apart at 120 degrees intervals azimuthally around the axis of the tool.
• Each recess 116 accommodates a cutter block 122 in its retracted position.
• the three cutter blocks may be identical in construction and dimensions.
• One such cutter block 122 is shown in perspective in Fig 24.
• Each block 122 is formed of a steel inner block part 124 with a projecting lug 125 along its outer surface and an outer block part 126 astride the lug 125 and bolted to the inner part 124 by bolts (not shown) inserted through the apertures 128 into threaded holes in the inner part 124.
• Details of the outer part 126 are not shown in Figs 22 and 23 and will be described in more detail below.
• the radially outer face 129 of the outer block part 126 is indicated without detail in Figs 22 and 23.
• the inner block part 124 has side faces with protruding ribs 117 which extend at an angle to the tool axis. These ribs 117 engage in channels 118 at the sides of a recess 116 and this arrangement constrains motion of each cutter block such that when the block 122 is pushed upwardly relative to the tool body 106, it also moves radially outwardly towards the position shown in Fig 23 in which the blocks 122 project outwardly from the tool body 106.
• the ribs 117 in channels 118 allow each cutter block to move bodily upwardly and outwardly in this way without changing its orientation (i.e. without changing its angular position) relative to the tool axis.
• a spring 136 biases the block 122 downwards to the retracted position seen in Fig 22.
• the biasing spring 136 is disposed within a spring cavity 138 and covered by a spring retainer 140 which is locked in position by an upper cap 142.
• a stop ring 144 is provided at the lower end of spring 136 to keep the spring in position.
• a drive ring 146 that includes one or more nozzles 148.
• An actuating piston 130 that forms a piston cavity 132 is attached to the drive ring 146.
• the piston 130 is able to move axially within the tool.
• An inner mandrel 150 is the innermost component within the tool, and it slidingly engages a lower retainer 170 at 172.
• the lower retainer 170 includes ports 174 that allow drilling fluid to flow from the flowbore 108 into the piston chamber 132 to actuate the piston 130.
• the piston 130 sealingly engages the inner mandrel 150 at 152, and sealingly engages the body 106 at 134.
• a lower cap 180 provides a stop for the downward axial movement of piston 130. This cap 180 is threadedly connected to the body 106 and to the lower retainer 170 at 182, 184, respectively. Sealing engagement is provided at 186 between the lower cap 180 and the body 106.
• a threaded connection is provided at 156 between the upper cap 142 and the inner mandrel 150 and at 158 between the upper cap 142 and body 106.
• the upper cap 142 sealingly engages the body 106 at 160, and sealingly engages the inner mandrel 150 at 162 and 164.
• drilling fluid is directed to flow downwards in flowbore 108. It flows along path 190, through ports 174 in the lower retainer 170 and along path 192 into the piston chamber 132.
• the differential pressure between the fluid in the flowbore 108 and the fluid in the borehole annulus surrounding tool causes the piston 130 to move axially upwardly from the position shown in Fig 22 to the position shown in Fig 23.
• a portion of the flow can pass through the piston chamber 132 and through nozzles 148 to the annulus as the cutter blocks start to expand.
• the piston 130 moves axially upwardly, it urges the drive ring 146 axially upwardly against the blocks 122.
• the drive ring pushes on all the blocks 122 simultaneously and moves them all axially upwardly in recesses 116 and also radially outwardly as the ribs 150 slide in the channels 118.
• the blocks 122 are thus driven upwardly and outwardly in unison towards the expanded position shown in Fig 23.
• the movement of the blocks 122 is eventually limited by contact with the spring retainer 140.
• the spring 136 When the spring 136 is fully compressed against the retainer 140, it acts as a stop and the blocks can travel no further. There is provision for adjustment of the maximum travel of the blocks 122. This adjustment is carried out at the surface before the tool is put into the borehole.
• the spring retainer 140 connects to the body 106 via a screwthread at 186.
• a wrench slot 188 is provided between the upper cap 142 and the spring retainer 140, which provides room for a wrench to be inserted to adjust the position of the screwthreaded spring retainer 140 in the body 106. This allows the maximum expanded diameter of the reamer to be set at the surface.
• the upper cap 142 is also a screwthreaded component and it is used to lock the spring retainer 140 once it has been positioned.
• each cutter block is a steel structure with side face 200 which is the leading which is the leading face in the direction of rotation. An area 204 of this face is slanted back.
• This steel outer part 126 incorporates cylindrical pockets which receive the cylindrical bodies of cutters of the type shown in Fig 17. The cutters are held in place by brazing. The front faces 63 and the surrounding surfaces 66 are exposed within the area 204.
• the outward facing surface of the outer block part 126 comprises a part- cylindrical outward facing surface 221 with a radius such that the surface 221 is centred on the tool axis when the cutter blocks are fully extended.
• the cutter 211 is positioned so that its radially outer edge is at the same distance from the tool axis as the surface 221.
• the edge of cutter 212 is at the same distance from the tool axis as the surface 222.
• This pattern of a cutter and a part-cylindrical outward facing surface where the surface and the radial edge of the cutter are both at the same distance from the tool axis is repeated along the block by cutter 213 and surface 223, cutter 214 and surface 224 and so on at progressively greater radial distances from the tool axis.
• Transitional surfaces 227 connecting adjacent surfaces 221 and 222, similarly 222 and 223 and so on, have the same curvature as, and are aligned with, the curved edges of cutters 211-216.
• the tool is attached to a drill string and lowered into the borehole tubing 68 to the required depth.
• the drill string is then rotated and the tool is expanded by pumping fluid into flowbore 108 as described above.
• the radially outer edge of cutter 216 contacts the interior face of the tubing 68 and cuts into it. This allows expansion to continue and the cutters 215 to 211 contact the inside face of the tubing in sequence, cutting into and through the tubing until the fully expanded position of the blocks is reached.
• the tool is then advanced axially. This is illustrated by Fig 25 which shows the outer part 126 of a cutter block in use to remove tubing 68 within a borehole.
• Numeral 107 indicates an edge of the outer wall of the tool body 106, exposed at the side of a recess 116.
• the tool is now advancing axially in the downward direction shown by arrow D.
• the leading cutters 211 on each cutter block are positioned to any corrosion or deposits 252 and also remove some material from the inside wall of the tubing 250, thus exposing a new inward facing surface 254.
• the amount of expansion of the tool is arranged such that when the cutter blocks are fully expanded, the surfaces 221 and the outer extremities of the leading cutters 211 are at a radial distance from the tool axis which is slightly greater than the inner radius of the tubing 250 but less than the outer radius of the tubing. If necessary, the amount of expansion is limited by adjusting the screwthreaded spring retainer 140 in the body 106, using a wrench in the wrench slot 188 while the tool as at the surface so that expansion goes no further than required.
• the new internal surface 254 is at a uniform radius which is the radial distance from the tool axis to the extremities of the leading cutters 211. Because the part- cylindrical outward facing surfaces 221 of the three blocks have a curvature which is centred on the tool axis and at the same radial distance from the tool axis as the extremities of the leading cutters 211, they are a close fit to this surface 254 created by the cutters 211, as is shown in Fig 25, and act as guide surfaces which slide over this new internal surface 254 as the tool rotates. The tool axis is thus positioned relative to the tubing 250.
• the cutters 212 which extend outwardly beyond the surfaces 221 remove the remainder of the tubing indicated at 256 outside the new surface 254 so that the full thickness of the tubing 250 has been removed.
• the cutters 213 to 216 cut through any cement or other material which was around the outside of the tubing.
• the tool is configured for removing tubing of a specific internal diameter.
• the tool can be used to remove tubing within a range of internal diameters by preparation at the surface, before it is put into a borehole.
• the tool is configured by fitting the cutter blocks with outer parts 124 dimensioned so that the radius of curvature of the surface 221 is the same as or slightly larger than the original (i.e. as manufactured) internal radius of the tubing to be removed.
• Fig 26 is a cross section showing the cutter 211. As can be seen the part of the face 66 close to the inside wall of the tubing is the cutting surface and is at a back rake angle of about 50 degrees. Fig 27 is an enlarged view of the face of the cutter 211. The cutting surface is an arc of the face 66 of the cutter, approximately between the chain dotted lines.

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• 2015
  • 2015-08-06 GB GB1513927.2A patent/GB2541017B/en active Active
• 2016
  • 2016-07-15 WO PCT/US2016/042379 patent/WO2017023509A1/en not_active Ceased
  • 2016-07-15 EP EP16833493.6A patent/EP3332084B1/de active Active
  • 2016-07-15 CA CA2994940A patent/CA2994940A1/en active Pending
  • 2016-07-15 US US15/750,510 patent/US20180230766A1/en not_active Abandoned

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