METHOD OF FORMING A HOLE IN A HARD GROUND STRUCTURE
20180051520 ยท 2018-02-22
Inventors
Cpc classification
E21B10/602
FIXED CONSTRUCTIONS
E21B10/43
FIXED CONSTRUCTIONS
International classification
E21B10/60
FIXED CONSTRUCTIONS
Abstract
A method of forming a hole in a hard ground structure including the step of obtaining a drill-bit with a turning axis having: a central portion and first and second axially spaced ends; and a plurality of protruding blades. Each blade has first and second ends, a first end portion, a second end portion, a middle portion, and a circumferentially facing leading portion. The circumferentially facing leading portion of each blade has at least one discrete hard cutter thereat. The method further includes the step of turning the drill-bit around its axis in a first direction so that the blades are advanced, circumferentially facing leading portion first, while pulling the drill-bit axially, with the first drill-bit end in a leading direction, through the hard ground structure to thereby cause the discrete cutters to cut the hard ground structure.
Claims
1. A method of forming a hole in a hard ground structure, the method comprising the steps of: a) obtaining a drill-bit comprising: a central portion having a longitudinal axis and first and second axially spaced ends; and a plurality of blades protruding radially from the central portion, each blade having: a first blade end, a second blade end, a first end portion, a second end portion, and a middle portion, the first end portion extending from the first blade end to the middle portion, the middle portion disposed between the first end portion and the second end portion, the second end portion including the second blade end and extending from the middle portion towards the second end of the drill-bit; and a circumferentially facing leading portion, the circumferentially facing leading portion of each blade having at least one discrete hard cutter placed thereat; and b) turning the drill-bit around the longitudinal axis in a first direction so that the blades each advances in a circumferential direction, circumferentially facing leading portion first, while pulling the drill-bit axially, with the first drill-bit end in a leading direction, through the hard ground structure to thereby cause the discrete cutters to cut the hard ground structure as the drill-bit is pulled to form the hole in the hard ground structure.
2. The method of forming a hole in hard ground structure according to claim 1 wherein the discrete hard cutters are polycrystalline diamond cutters.
3. The method of forming a hole in hard ground structure according to claim 1 wherein the at least one discrete hard cutter on each blade is on the first end portion of each blade.
4. The method of forming a hole in hard ground structure according to claim 3 wherein there are a plurality of the discrete hard cutters on the first end portion of each blade.
5. The method of forming a hole in hard ground structure according to claim 1 wherein the circumferentially facing leading portion of each blade has a curved shape between the first and second blade ends.
6. The method of forming a hole in hard ground structure according to claim 4 wherein the discrete hard cutters each has a cutting edge and the cutting edges on each blade are arranged to cooperatively extend in a curved shape.
7. The method of forming a hole in hard ground structure according to claim 1 wherein the middle portion of each blade comprises a radially outwardly facing surface that is substantially parallel to the longitudinal axis.
8. The method of forming a hole in hard ground structure according to claim 7 wherein a discrete hard element is fixed at the radially outwardly facing surface of each blade to provide wear resistance.
9. The method of forming a hole in hard ground structure according to claim 1 wherein the drill-bit comprises at least a one nozzle between adjacent blades and further comprising the step of directing a fluid under pressure through the at least one nozzle to clear foreign matter from between the adjacent blades.
10. The method of forming a hole in hard ground structure according to claim 1 wherein the step of turning the drill-bit while pulling the drill-bit comprises turning the drill-bit while pulling the drill-bit with a component that is threadably engaged with the drill-bit at one of the axially spaced ends of the drill-bit.
11. The method of forming a hole in hard ground structure according to claim 10 wherein the other of the axially spaced ends of the drill-bit is threaded to engage a component usable to advance the drill-bit axially.
12. The method of forming a hole in hard ground structure according to claim 3 wherein the at least one discrete hard cutter on each blade is on the second end portion of each blade.
13. The method of forming a hole in hard ground structure according to claim 1 wherein each blade defines an edge at the circumferentially facing leading portion and the at least one discrete hard cutter extends radially outwardly beyond the edge.
14. The method of forming a hole in hard ground structure according to claim 1 wherein the at least one discrete hard cutter has a rounded cutting corner.
15. The method of forming a hole in hard ground structure according to claim 1 wherein the at least one discrete hard cutter has a cylindrical shape.
16. The method of forming a hole in hard ground structure according to claim 1 wherein the drill-bit has a radial dimension and an axial dimension and the axial dimension is greater than the radial dimension.
17. The method of forming a hole in hard ground structure according to claim 16 wherein the axial dimension is not greater than 1.5 times the radial dimension.
18. The method of forming a hole in hard ground structure according to claim 16 wherein the axial dimension is on the order of 1.2 times the radial dimension.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
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[0036] It will be noted that throughout the appended drawings, like features are identified by like reference numerals.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT
[0037] The embodiments are drill-bits for making holes in a hard structure such as a rock. The drill-bit preferably has no moving parts and achieves both rigidity and a fast rate of penetration into rocks. In an embodiment, the drill-bit has a cone-shaped central portion with a plurality of blades/ribs (hereinafter, blades) protruding from the central portion. The blades are curved along a direction of a longitudinal axis of the cone to facilitate insertion into a hole when turned in a first direction, and exit from the hole when turned in a second direction opposite the first direction. Each blade has a plurality of discrete polycrystalline diamond cutters (PDC) provided in a first position for cutting the hard structure as the drilling-bit rotates in the first direction, and a plurality of updrill PDC cutters provided in a second position for cleaning the hole. Discrete hard cutters other than PDC cutters are usable in place of, or together with, PDC cutters. For example, discrete tungsten carbide cutters might be used. This is but one example.
[0038]
[0039] As shown in
[0040] One or more up-drill PDC cutters 116 may be positioned for reverse drilling only to allow the drill to drill its way of the hole. In the example of
[0041] Referring back to FIGS, 2A and 2B, it is shown that the drill-bit has a plurality of blades/ribs 104 (3-9 blades or and preferably 5-6 blades for a regular hole) provided co-centrally around the connection 102 and projecting radially from the cone 101. In an embodiment, the blades are shaped and dimensioned to open the hole and advance upon being rotated from the hole. In the embodiment in
[0042] The blades may define a middle portion 108, an upper portion 110 adjacent the connection 102 and a lower portion 112 defining a ski slope and provided at the lower half of the cone 101 as shown in
[0043] In an embodiment, the blades 104 may also be curved along the Z axis and have different thicknesses along the Y axis and different widths along the X axis, In an embodiment, the width of the blades may increase as the thickness decreases and vice versa to maintain the rigidity of the blades beyond a certain level.
[0044] In an embodiment, the upper portion 110 of the blades 104 may include a plurality of discrete hard/Polycrystalline Diamond Cutters (aka PDC cutters) 114 for cutting the rock as the drill-bit 100 rotates to make the hole. For purposes of simplicity, the hard cutters 114 will be identified as PDC cutters, though the cutter construction is not limited to Polycrystalline Diamond, as noted above. The PDC cutters may be provided in a row at the leading edge/corner E of each blade which is the main point of contact between the drill-bit and the rock formation. The PDC cutters are shown as disc/cylindrical/tapered cylindrical shapes that have portions that project radially to beyond the edge E of each blade. The projecting portion has a rounded cutting corner RC. The blades may be dimensioned to have holes/pockets therein to receive the PDC cutters. The number of PDC cutters is generally determined based on the hardness of the rock that is being cut.
[0045] The middle portion 108 (aka gage pad 108) of the blade may be substantially parallel to the Y axis for stabilizing the drill-bit while in the hole and also for defining and refining the inner surface of the hole. The different gage pads 108 of the different blades are concentrically provided around the rotation axis of the drill-bit to avoid deviation of the drill-bit to the left or the right or up or down while rotating within the hole.
[0046] The lower portion (aka ski-slope) 112 of the blade is designed for easier pushing of the bit as while swabbing the hole. Swabbing is necessary to make sure the bore is clean and free of rock debris left behind during the cutting process. The shape of the lower portion 112 helps the bit 100 not to get hung up on any debris left behind in the bore.
[0047] Referring back to
[0048]
[0049] In operation, as the drill-bit 100 is rotated by the drive component DC in the direction indicated by the arrow A (in a right-handed clockwise direction as viewed axially from above), the drive component DC is controlled to apply the appropriate amount of pull pressure to the bit 100 in the direction of the arrow D1, substantially parallel to the axis RA. The PDC cutters scrape the formation, and drilling fluid may then carry the cuttings through the bore hole back to the surface, and into a pit. There the cuttings are collected, run through a shaker, and drilling fluid may be pumped back through the drilling rig and back through the drilling rods and back through the bit. This recirculation may continue throughout the boring process.
[0050] An appropriate component C1 may be engaged with the threads 105b and operated to draw the drill-bit axially oppositely to the direction D1 as to set the drill-bit 100 preparatory to being pulled and turned for hole formation,
[0051] Accordingly, the embodiments describe a drilling bit which has no moving parts, and thus, it is less prone to failure and breaking in the hole. Testing has shown that the present drill-bit can achieve a rate of penetration (ROP) of at least 40%-60% higher than existing bits due in large part to the shape and structure of its blades. In some cases the increase in ROP was 5-7 times. A comparison was done in Hamilton, Tex. where a driller was penetrating the rock at 3-4 inches per minute with their cone cutter reamer. When they tested the drill-bit of the present invention (known as the DDI Volcano PDC Hole Opener/Reamer), their ROP increased to 3 feet per minute. With respect to rigidity and failure rate, testing has shown that the present drill-bit has reduced the failure rate by 85%.
[0052] The higher rate of penetration is attributable to the fact that traditional split bit or cone cutter reamers pound and cut the formation using moving parts, while the present drill-bit scrapes and cuts the formation as the entire bit rotates within the hole. The higher rate of penetration generally translates to savings in fuel and labor for the drilling companies and faster deliveries for the clients.
[0053] Another problem associated with the traditional hole openers is that each cone cutter is designed to cut different types of rock, and this becomes a problem when the bit transitions from one layer of rock formation to another i.e. from limestone to shale to clay to dirt. Since there does not exist a single cone cutter that is designed to cut rock formations of varying hardness, the driller is forced to choose the cutter type for the rock he/she thinks he/she will be in more than the others. This is a very difficult guessing game, because it is rare to have accurate geological data. In fact, it is more common to have incorrect data than to have correct data, if any at all. The ideal scenario for any driller is to have a bit that is capable of cutting all ground formations with equal effectiveness.
[0054] To address this problem, the drill-bit 100 may be coated with a layer of Tungsten Carbide to allow the drill-bit 100 to drill in formations with different hardness and without breaking and/or wearing quickly. In an embodiment, the thickness of the Tungsten Carbide may vary depending on the area on which it is being applied. For example, areas of the blade which are in higher contact with the debris during forward and backward drilling may have a thicker layer to improve their rigidity,
[0055] In an embodiment, to improve the rigidity of the drill-bit and decrease interruptions during the drilling process, one or more additional rows (or partial rows) of PDC cutters may be provided in the drill-bit parallel to or adjacent the main row of PDC cutters shown in
[0056] As shown in
[0057] Drilling equipment is manufactured worldwide with right-handed threads. Thus, cooperating threads on a drill-bit are made so that as the drive component DC (
[0058] The drill-bit 100 depicted is actually configured specifically effectively for only pull-reaming, with the threads 105a engaged by the threads T on the drive component DC, by turning the drill-bit 100 around the rotational/longitudinal axis RA in the direction A while pulling the drill-bit 100 axially in the direction of the arrow D1. The turning of the drive component DC in this manner tightens the threaded connection of the drive component DC and drill-bit. Turning of the drive component DC in the driving direction causes the PDC cutters 114 at circumferentially facing leading portions LP of each blade to cut the hard ground structure to thereby form a hole/bore.
[0059] The PDC cutters 114 at each circumferentially leading portion LP cooperatively extend in a curved shape that preferably at least nominally matches the curvature of the leading portion LP. The curved shape of each blade 104 at the leading portion, and preferably the nominally matching curved shape of a trailing portion TP of each blade 104 is chosen to facilitate advancement through hard ground structure as the drill-bit is turned around the axis RA and an advancing axial force is applied.
[0060] As depicted, the axial dimension AD of the drill-bit 100 is greater than the radial dimension RD thereof. AD in one form is not greater than 1.5 RD. AD may be on the order of 1.2 times RD.
[0061] While preferred embodiments have been described above and illustrated in the accompanying drawings, it will be evident to those skilled in the art that modifications may be made without departing from this disclosure. Such modifications are considered as possible variants comprised in the scope of the disclosure.