Patent Grant
8763728
This application claims priority to U.S. patent application Ser. No. 12/536,424, filed on Aug. 5, 2009 by the same inventors, the contents of which are incorporated by reference as though fully set forth herein.
U.S. patent application Ser. No. 12/536,424 claims priority to U.S. Provisional Application No. 61/086,740, filed on Aug. 6, 2008 by the same inventors, the contents of which are incorporated by reference as though fully set forth herein.
1. Field of the Invention
This invention relates to earth bits for drilling.
2. Description of the Related Art
An earth bit is commonly used for boring through a formation to form a borehole. Such boreholes may be formed for many different reasons, such as drilling for oil, minerals and geothermal steam. There are several different types of earth bits that are used forming a borehole. One type is a tri-cone rotary earth bit and, in a typical setup, it includes three earth bit cutting cones rotatably mounted to separate lugs. The lugs are joined together through welding to form a bit body. The earth bit cutting cones rotate in response to contacting the formation as the earth bit body is rotated in the borehole. Several examples of rotary earth bits are disclosed in U.S. Pat. Nos. 3,550,972, 3,847,235, 4,136,748, 4,427,307, 4,688,651, 4,741,471 and 6,513,607.
Some attempts have been made to form boreholes at a faster rate, as discussed in more detail in U.S. Pat. Nos. 3,250,337, 3,307,641, 3,807,512, 4,502,552, 5,730,230, 6,371,223 6,986,394 and 7,377,338 as well as in U.S. Patent Application No. 20050045380. Some of these references disclose using a percussion hammer to apply an overstrike force to the earth bit. However, it is desirable to increase the boring rate when using the percussion hammer, and to reduce the amount of damage to the earth bit in response to the overstrike force.
The present invention is directed to a percussion assisted rotary earth bit, and method of operating the same. The novel features of the invention are set forth with particularity in the appended claims. The invention will be best understood from the following description when read in conjunction with the accompanying drawings.
a is a perspective view of a rotary drill system coupled to the drill string of
b is a cut-away side view of the rotary drill system of
a is a perspective view of a rotary tool joint included with the hammer assembly of
b is a perspective view of a hammer casing included with the hammer assembly of
c is a perspective view of a flow control tube included with the hammer assembly of
d and 3e are side views of the flow control tube of
f is a perspective view of a piston included with the hammer assembly of
g is a perspective view of a drive chuck included with the hammer assembly of
h is a perspective view of an adapter sub included with the hammer assembly of
i is a perspective view of a flange included with the hammer assembly of
j is a perspective view of a piston cylinder included with the hammer assembly of
a and 4b are close-up side views of the hammer assembly of
a and 5b are side views of the rotary drilling system of
a is a perspective view of the adapter sub and rotary earth bit of
b and 7c are cross-sectional views of adapter sub and rotary earth bit of
d and 7e are side views of trapezoidal rotary earth bit threads of the rotary earth bit of
f and 7g are side views of trapezoidal tool joint threads of the adapter sub of
a and 8b are flow diagrams of methods of boring a hole.
c and 8d are flow diagrams of methods of manufacturing a rotary drill system.
a, 9b and 9c are flow diagrams of methods of boring through a formation.
Tower 164 generally carries a feed cable system (not shown) attached to a rotary head 167, wherein the feed cable system allows rotary head 167 to move between raised and lowered positions along tower 164. The feed cable system moves rotary head 167 to the raised and lowered positions by moving it towards tower crown 164b and tower base 164a, respectively.
Rotary head 167 is moved between the raise and lowered positions to raise and lower, respectively, drill string 106 through a borehole. Further, rotary head 167 is used to rotate drill string 106, wherein drill string 106 extends through tower 164. Drill string 106 generally includes one or more drill pipes connected together in a well-known manner. The drill pipes of drill string 106 are capable of being attached to an earth bit, such as a tri-cone rotary earth bit.
a is a perspective view of a drill system 100 coupled to drill string 106, and
The value of dimension D1 corresponds to the value of dimension D2. For example, dimension D1 increases and decreases in response to increasing and decreasing dimension D2, respectively. It should be noted that the cross-sectional shapes of borehole 105 and drill system 100 are determined by forming a cut-line through borehole 105 and drill system 100, respectively, in a direction along radial line 169.
In this embodiment, drill system 100 includes an earth bit coupled to a hammer assembly 103, wherein the earth bit is embodied as a earth bit 102. Earth bit 102 is repeatably moveable between coupled and decoupled conditions with hammer assembly 103, as will be discussed in more detail below with
Earth bit 102 can be of many different types. In this embodiment, earth bit 102 is embodied as a tri-cone rotary earth bit. A tri-cone rotary earth bit includes three lugs coupled together to form an earth bit body, wherein each lug carries a cutting cone rotatably mounted thereto. In general, earth bit 102 includes one or more lugs, and a corresponding cutting cone rotatably mounted to each lug. It should be noted that two cutting cones are shown in
In this embodiment, hammer assembly 103 includes a rotary tool joint 107 with a central opening 104 (
The connection between drill string 106 and rotary tool joint 107 is often referred to as a threaded box connection. Drill string 106 is coupled to drill system 100 so that drill string 106 is in fluid communication with earth bit 102 through hammer assembly 103. Drill string 106 provides fluid to hammer assembly 103 through a drill string opening 108 and central opening 104 of tool joint 107. Drilling machine 160 flows the fluid to earth bit 102 and hammer assembly 103 through rotary head 167 and drill string 106. Earth bit 102 outputs some of the fluid so that cuttings are lifted upwardly through borehole 105, and away from earth bit 102. Drilling machine 160 provides the fluid with a desired pressure to clean earth bit 102, as well as to evacuate cuttings from borehole 105. As will be discussed in more detail below, drilling machine 160 provides the fluid with the desired pressure to actuate hammer assembly 103.
The fluid can be of many different types, such as a liquid and/or gas. The liquid can be of many different types, such as oil, water, drilling mud, and combinations thereof. The gas can be of many different types, such as air and other gases. In some situations, the fluid includes a liquid and gas, such as air and water. It should be noted that drilling machine 160 (
It should also be noted that drill string 106 is typically rotated by rotary head 167 (
In most embodiments, earth bit 102 operates with a weight-on-bit applied thereto. In general, the penetration rate of drill system 100 increases and decreases as the weight-on-bit increases and decreases, respectively. Hence, the penetration rate of drill system 100 is adjustable in response to adjusting the weight-on-bit.
The weight-on-bit is generally applied to earth bit 102 through drill string 106 and hammer assembly 103. The weight-on-bit can be applied to earth bit 102 through drill string 106 and hammer assembly 103 in many different ways. For example, drilling machine 160 can apply the weight-on-bit to earth bit 102 through drill string 106 and hammer assembly 103. In particular, rotary head 167 can apply the weight-on-bit to earth bit 102 through drill string 106 and hammer assembly 103. The value of the weight-on-bit depends on many different factors, such as the ability of earth bit 102 to withstand the weight-on-bit without failing. Earth bit 102 is more likely to fail if the applied weight-on-bit is too large.
The weight-on-bit can have weight values in many different ranges. For example, in one situation, the weight-on-bit is less than ten-thousand pounds per square inch (10,000 psi) of borehole diameter. In one particular situation, the weight-on-bit is in a range of about one-thousand pounds per square inch (1,000 psi) of borehole diameter to about ten-thousand pounds per square inch (10,000 psi) of borehole diameter. In one situation, the weight-on-bit is in a range of about two-thousand pounds per square inch (2,000 psi) of borehole diameter to about eight-thousand pounds per square inch (8,000 psi) of borehole diameter. In another situation, the weight-on-bit is in a range of about four-thousand pounds per square inch (4,000 psi) of borehole diameter to about six-thousand pounds per square inch (6,000 psi) of borehole diameter. It should be noted that the borehole diameter of the weight-on-bit corresponds to dimension D1 of borehole 105, which corresponds to dimension D2 of drill system 100, as discussed in more detail above.
The weight-on-bit can also be determined using units other than the number of pounds per square inch of borehole diameter. For example, in some situations, the weight-on-bit is less than about one-hundred and thirty thousand pounds (130,000 lbs). In one particular situation, the weight-on-bit is in a range of about thirty-thousand pounds (30,000 lbs) to about one-hundred and thirty thousand pounds (130,000 lbs). In one situation, the weight-on-bit is in a range of about ten-thousand pounds (10,000 lbs) to about sixty-thousand pounds (60,000 lbs). In another situation, the weight-on-bit is in a range of about sixty-thousand pounds (60,000 lbs) to about one-hundred and twenty thousand pounds (120,000 lbs). In one situation, the weight-on-bit is in a range of about ten-thousand pounds (10,000 lbs) to about forty-thousand pounds (40,000 lbs). In another situation, the weight-on-bit is in a range of about eighty-thousand pounds (80,000 lbs) to about one-hundred and ten thousand pounds (110,000 lbs).
During operation, hammer assembly 103 applies an overstrike force to earth bit 102. It should be noted, however, that the overstrike force can be applied to earth bit 102 in many other ways. For example, in one embodiment, the overstrike force is applied to earth bit 102 by a spring actuated mechanical tool. In another embodiment, the overstrike force is applied to earth bit 102 by a spring actuated mechanical tool instead of an air operated hammer. In some embodiments, the overstrike force is applied to earth bit 102 by an electromechanical powered tool. In some embodiments, the overstrike force is applied to earth bit 102 by an electromechanical powered tool instead of an air operated hammer.
In the embodiment of
In operation, hammer assembly 103 is actuated as the cutting cone(s) of earth bit 102 make contact with the formation. Hammer assembly 103 applies the overstrike force to earth bit 102 and, in response, earth bit 102 advances through the formation as the cutting cone(s) fracture it. The rate at which the formation is fractured is influenced by the magnitude and frequency of the force provided by hammer assembly 103 in response to being actuated. In this way, hammer assembly 103 drives earth bit 102 through the formation, and borehole 105 is formed. It should be noted that the magnitude of the overstrike force typically corresponds with the absolute value of the amplitude of the overstrike force.
As mentioned above, hammer assembly 103 includes rotary tool joint 107 with central opening 104 extending therethrough, wherein rotary tool joint 107 is shown in a perspective view in
In this embodiment, hammer assembly 103 includes a hammer casing body 110, which is shown in a perspective view in
As shown in
Rotary tool joint 107 can be coupled to hammer casing body 110 in many different ways. In this embodiment, rotary tool joint 107 is coupled to hammer casing body 110 with a backhead 114, as shown in
In this embodiment, hammer assembly 103 includes a flow control tube 118, which is shown in a perspective in
In this embodiment, flow control tube 118 includes a drive guide port and return guide port, which extend through flow control tube body 120. The drive guide port and return guide port will be discussed in more detail below. In this particular embodiment, flow control tube 118 includes opposed drive guide ports 122a and 122b and opposed return guide ports 122c and 122d, which extend through sleeve portion 123. In this embodiment, opposed drive guide ports 122a and 122b are positioned towards head portion 121, and opposed return guide ports 122c and 122d are positioned away from head portion 121.
In this embodiment, hammer assembly 103 includes a piston 124, which is shown in a perspective view in
Piston 124 includes a piston body 126 with a piston channel 125, wherein piston channel 125 extends between a drive surface 128 and return surface 130 of piston body 126. Drive surface 128 faces towards rotary tool joint 107 and return surface 130 faces away from rotary tool joint 107. Piston body 126 is positioned within cylinder 113 so that cylinder 113 has a return chamber 140 adjacent to return surface 130 and a drive chamber 141 adjacent to drive surface 128, as will be discussed in more detail with
In this embodiment, flow control tube 118 extends through piston 124. In particular, sleeve portion 123 extends through piston channel 125. In this embodiment, flow control tube 118 extends through drive and return surfaces 128 and 130 of piston 124. In particular, sleeve portion 123 extends through drive and return surfaces 128 and 130 of piston 124. It should be noted that head portion 121 of flow control tube 118 is positioned towards drive surface 128 and away from return surface 130.
In this embodiment, piston body 126 includes opposed drive piston ports 132a and 132b and opposed return piston ports 132c and 132d. Drive piston ports 132a and 132b and return piston ports 132c and 132d extend between piston channel 125 and the outer periphery of piston body 126. Drive piston ports 132a and 132b and return piston ports 132c and 132d can extend through piston body 126 in many different ways. In this embodiment, drive piston ports 132a and 132b are angled towards drive surface 128. Drive piston ports 132a and 132b are angled towards drive surface 128 so that drive piston ports 132a and 132b are not parallel to radial line 169. Drive piston ports 132a and 132b are angled towards drive surface 128 so that drive piston ports 132a and 132b are not parallel to centerline 147. Further, return piston ports 132c and 132d are angled towards return surface 130. Return piston ports 132c and 132d are angled towards drive surface 130 so that return piston ports 132c and 132d are not parallel to radial line 169. Return piston ports 132c and 132d are angled towards drive surface 130 so that return piston ports 132c and 132d are not parallel to centerline 147.
As will be discussed in more detail below, piston body 126 is repeatably moveable, along sleeve portion 123, between a first position wherein drive piston ports 132a and 132b are in fluid communication with flow control tube channel 120a through drive guide ports 122a and 122b, respectively, and a second position wherein return piston ports 132c and 132d are in fluid communication with flow control tube channel 120a through return guide ports 122c and 122d, respectively. It should be noted that, in the first position, return piston ports 132c and 132d are not in fluid communication with flow control tube channel 120a through return guide ports 122c and 122d. Further, in the second position, drive piston ports 132a and 132b are not in fluid communication with flow control tube channel 120a through drive guide ports 122a and 122b. Hence, in the first position, material from flow control tube channel 120a is restricted from flowing through return piston ports 132c and 132d by piston body 126. Further, in the second position, material from flow control tube channel 120a is restricted from flowing through drive piston ports 132a and 132b by piston body 126. The flow of material through the ports of hammer assembly 103 is discussed in more detail with
In this embodiment, hammer assembly 103 includes a drive chuck 134, which is shown in a perspective view in
In this embodiment, hammer assembly 103 includes an adapter sub 136, which is shown in a perspective view in
Adapter sub 136 is coupled to hammer casing body 110, which can be done in many different ways. In this embodiment, adapter sub 136 is slidingly coupled to drive chuck 134, which, as mentioned above, is coupled to hammer casing body 110. In this way, adapter sub 136 can slide relative to drive chuck 134.
As mentioned above, drill system 100 includes earth bit 102 coupled to hammer assembly 103. Earth bit 102 can be coupled to hammer assembly 103 in many different ways. In this embodiment, earth bit 102 is coupled to hammer assembly 103 by coupling it to adapter sub 136. In this embodiment, earth bit 102 is coupled to adapter sub 136 by extending it through rotary earth bit opening 138 and coupling it to tool joint 139. Earth bit 102 is repeatably moveable between coupled and decoupled conditions with adapter sub 136, as will be discussed in more detail with
It should be noted that earth bit 102 can slide relative to drive chuck 134 because it is coupled to adapter sub 136, which is slidingly coupled to drive chuck 134. Hence, earth bit 102 slides relative to drive chuck 134 in response to adapter sub 136 sliding relative to drive chuck 134. In this way, adapter sub 136 and earth bit 102 can slide relative to drive chuck 134 and hammer casing body 110.
i is a perspective view of a portion of flange 194 having a flange opening 195 for receiving flow control tube 118. It should be noted that, in
j is a perspective view of a portion of piston cylinder 196 having a piston cylinder body 197 with a piston cylinder body opening 198 extending therethrough. It should be noted that, in
As will be discussed in more detail with
a and 4b are close-up side views of hammer assembly 103 showing piston 124 in the first and second positions, respectively. Further,
In this embodiment, hammer assembly 103 includes drive exhaust ports 142a and 142b in fluid communication with drive chamber 141. Further, hammer assembly 103 includes return exhaust ports 142c and 142d in fluid communication with return chamber 140. Drive exhaust ports 142a and 142b allow material to flow from drive chamber 141 to a region external to hammer assembly 103. Further, return exhaust ports 142c and 142d allow material to flow from return chamber 140 to a region external to hammer assembly 103. The flow of material from return chamber 140 and drive chamber 141 will be discussed in more detail with
In this embodiment, piston 124 is repeatably moveable between the first and second positions. In particular, piston 124 is repeatably moveable between the first and second positions in response to a fluid flow through flow control tube 118. In the first position, piston 124 is disengaged from adapter sub 136 and, in the second position, piston 124 is engaged with adapter sub 136. In the disengaged position, piston body 126 is positioned so that drive piston ports 132a and 132b are in fluid communication with flow control tube channel 120a through drive guide ports 122a and 122b, respectively. In the disengaged position, piston body 126 is positioned so that return piston ports 132c and 132d are not in fluid communication with flow control tube channel 120a through return guide ports 122c and 122d. In the disengaged position, piston body 126 restricts the flow of material through return guide ports 122c and 122d. Further, in the disengaged position, piston body 126 is positioned so that return chamber 140 is in fluid communication with return exhaust ports 142c and 142d and drive chamber 141 is not in fluid communication with drive exhaust ports 142a and 142b.
In the engaged position, piston body 126 is positioned so that drive piston ports 132a and 132b are not in fluid communication with flow control tube channel 120a through drive guide ports 122a and 122b. In the engaged position, piston body 126 is positioned so that return piston ports 132c and 132d are in fluid communication with flow control tube channel 120a through return guide ports 122c and 122d, respectively. In the engaged position, piston body 126 restricts the flow of material through drive guide ports 122a and 122b. Further, in the engaged position, piston body 126 is positioned so that return chamber 140 is not in fluid communication with return exhaust ports 142c and 142d and drive chamber 141 is in fluid communication with drive exhaust ports 142a and 142b.
In one situation, piston 124 is in the disengaged position, as shown in
Piston body 126 moves, in response to overstrike force F applied to drive surface 128, towards adapter sub 136, wherein return surface 130 engages impact surface 131. Adapter sub 136 slides relative to drive chuck 134 in response to return surface 130 engaging impact surface 131. As mentioned above, earth bit 102 is coupled to adapter sub 136. Hence, earth bit 102 also slides in response to return surface 130 engaging impact surface 131, wherein rotary earth bit slides so it is moved from a retracted position (
In the retracted position, adapter sub 136 is engaged with drive chuck 134, as indicated by an indication arrow 148 in
In another situation, piston 124 is in the engaged position, as shown in
Piston body 126 moves, in response to overstrike force F applied to return surface 130, away from adapter sub 136, wherein return surface 130 is disengaged from impact surface 131. Adapter sub 136 slides relative to drive chuck 134 in response to return surface 130 being disengaged from impact surface 131. As mentioned above, earth bit 102 is coupled to adapter sub 136. Hence, earth bit 102 also slides in response to return surface 130 being disengaged from impact surface 131, wherein rotary earth bit slides so it is moved from the extended position (
In another embodiment, piston body 126 moves away from adapter sub 136 as a result of a rebound, wherein the rebound includes the portion of the impact energy not transmitted through adapter sub 136 and earth bit 102 to the formation. In this embodiment, adapter sub 136 moves relative to drive chuck 134 in response to the impact of piston body 126 with the surface 131 of adapter sub 136. In this way, overstrike force F is imparted to adapter sub 136 and the motion of piston body 126 is in response to a reaction force applied to it by adapter sub 136.
Hence, piston 124 is moved between the engaged and disengaged positions by adjusting the fluid pressure in return chamber 140 and drive chamber 141. In particular, piston 124 is repeatably moveable relative to drive guide ports 122a and 122b and return guide ports 122c and 122d in response to the fluid flow through the flow control tube 118. The fluid pressure in return chamber 140 and drive chamber 141 is adjusted so that oscillating forces are applied to return surface 130 and drive surface 128 and piston 124 is moved towards and away from impact surface 131.
Earth bit 102 typically operates with a threshold inlet pressure of about 40 pounds per square inch (psi). However, most drilling machines provide a supply pressure of between about 50 psi to 100 psi. Hence, only about 10 psi to 60 psi will be available to operate hammer assembly 103 if hammer assembly 103 and earth bit 102 are coupled together in series. In accordance with the invention, hammer assembly 103 is capable of operating at full system pressure so that piston 124 can apply more percussive power to adapter sub 136 and earth bit 102. Hence, the fluid pressure at which hammer assembly 103 operates is driven to equal the fluid pressure at which earth bit 102 operates.
As mentioned above, drill string 106 provides fluids to hammer assembly 103 through drill string opening 108, and the fluids can be of many different types, such as air or other gases, or a combination of gases and liquids, such as oil and/or water. In one embodiment, the fluid includes air and the air is flowed through drill string 106 at a rate less than about 5,000 cubic feet per minute (cfm). For example, in one embodiment, the air is flowed at a rate in a range of about 1,000 cfm to about 4,000 cfm. In another embodiment, the fluid includes air and the air flowed through drill string 106 is provided at an air pressure less than about one-hundred pounds per square inch (100 psi). For example, in one embodiment, the pressure of the air flowing through drill string 106 is at a pressure in a range of about 40 psi to about 100 psi. In another embodiment, the pressure of the air flowing through drill string 106 is at a pressure in a range of about 40 psi to about 80 psi. In accordance with the invention, the pressure of the air used to operate hammer assembly 103 is driven to equal the pressure of the air used to operate earth bit 102. In general, the penetration rate of earth bit 102 increases and decreases as the air pressure increases and decreases, respectively.
Overstrike force F is typically applied to earth bit 102 with an amplitude and frequency. When overstrike force F is applied to earth bit 102 with a frequency, its amplitude changes as a function of time. In this way, overstrike force F is a time-varying overstrike force. The frequency of overstrike force F is typically periodic, although it can be non-periodic in some situations. The frequency of overstrike force F corresponds with the number of times that piston 124 impacts adapter sub 136. As mentioned above, the magnitude of overstrike force F typically corresponds with the absolute value of the amplitude of overstrike force F.
Overstrike force F can have magnitude values in many different ranges. However, overstrike force F is typically less than about five foot-pounds per square inch (5 ft-lb/in2). In one embodiment, overstrike force F is in a range of about 1 ft-lb/in2 to about 4 ft-lb/in2. In one embodiment, overstrike force F is in a range of about 1 ft-lb/in2 to about 5 ft-lb/in2. In another embodiment, overstrike force F is in a range of about 1.2 ft-lb/in2 to about 3.6 ft-lb/in2. In general, the penetration rate of earth bit 102 increases and decreases as overstrike force F increases and decreases, respectively. However, it is typically undesirable to apply an overstrike force to earth bit 102 with a value that will damage earth bit 102. It should be noted that the area over which overstrike force F is applied can be many different areas. For example, in one embodiment, the area over which overstrike force F is applied corresponds to the area of impact surface 131 of adapter sub 136 (
The frequency of overstrike force F can have many different values. For example, in one embodiment, overstrike force F is applied to earth bit 102 at a rate less than about 1500 times per minute. In one particular embodiment, overstrike force F is applied to earth bit 102 at a rate in a range of about 1100 times per minute to about 1400 times per minute.
The frequency and amplitude of overstrike force F can be adjusted. The frequency and amplitude of overstrike force F can be adjusted for many different reasons, such as to adjust the penetration rate of earth bit 102 into the formation. In one embodiment, the amplitude and/or frequency of overstrike force F are adjusted in response to an indication of a penetration rate of earth bit 102 through the formation. The indication of the penetration rate of earth bit 102 through the formation can be provided in many different ways. For example, the penetration rate of earth bit 102 through the formation is typically monitored with equipment included with the drilling machine.
The penetration rate of earth bit 102 through the formation is adjusted by adjusting at least one of an amplitude and frequency of overstrike force F. For example, in one embodiment, the penetration rate of earth bit 102 through the formation is adjusted by adjusting the amplitude of overstrike force F. In another example, the penetration rate of earth bit 102 through the formation is adjusted by adjusting the frequency of overstrike force F. In another example, the penetration rate of earth bit 102 through the formation is adjusted by adjusting the frequency and amplitude of overstrike force F.
In one embodiment, the amplitude of overstrike force F is adjusted in response to the indication of the penetration rate of earth bit 102 through the formation. In another embodiment, the frequency of overstrike force F is adjusted in response to the indication of the penetration rate of earth bit 102 through the formation. In one embodiment, the frequency and amplitude of overstrike force F are both adjusted in response to the indication of the penetration rate of earth bit 102 through the formation. In this way, overstrike force F is adjusted in response to an indication of a penetration rate of earth bit 102 through the formation.
In general, overstrike force F is adjusted to drive the penetration rate of earth bit 102 through the formation to a desired penetration rate. The frequency and/or amplitude of the overstrike force are typically increased to increase the penetration rate of earth bit 102 through the formation. Further, the frequency and/or amplitude of the overstrike force are typically decreased to decrease the penetration rate of earth bit 102 through the formation. Further, overstrike force F is typically adjusted to reduce the likelihood of earth bit 102 experiencing any damage.
The frequency and amplitude of overstrike force F can be adjusted in many different ways. In one embodiment, the frequency and amplitude of overstrike force F are adjusted in response to adjusting the fluid flow through drill string 106. The frequency and amplitude of overstrike force F are typically increased and decreased in response to increasing and decreasing, respectively, the fluid flow through drill string 106. For example, in one embodiment, the frequency and amplitude of overstrike force F are increased and decreased in response to increasing and decreasing, respectively, the pressure of the air flowing through drill string 106.
It should be noted that, in some embodiments, the frequency and amplitude of overstrike force F are adjusted automatically by the equipment of the drilling machine by adjusting the fluid flow. In other embodiments, the fluid flow is adjusted manually to adjust the frequency and amplitude of overstrike force F.
The material being exhausted from drive chamber 141 and return chamber 140 can be flowed to the external region of hammer assembly 103 in many different ways, one of which is shown in
As discussed above, overstrike force F is applied by piston 124 to earth bit 102 through adapter sub 136. The magnitude of overstrike force F can be controlled in many different ways. In one way, the amount of overstrike force is controlled by choosing adapter sub 136 to have a desired mass. As the mass of adapter sub 136 increases, less overstrike force is transferred from piston 124 to earth bit 102 in response to return surface 130 engaging impact surface 131. Further, as the mass of adapter sub 136 decreases, more overstrike force is transferred from piston 124 to earth bit 102 in response to return surface 130 engaging impact surface 131. Another way the amount of overstrike force is controlled is by choosing piston 124 to have a desired mass. As the mass of piston 124 is increased, more of the overstrike force is transferred by it to earth bit 102. Further, as the mass of piston 124 is decreased, less of the overstrike force is transferred from it to earth bit 102.
The overstrike force applied by piston 124 can be controlled by controlling the size of cylinder 113. As the size of cylinder 113 increases, the overstrike force increases because piston 124 is moved over a longer distance before engaging adapter sub 136. As the size of cylinder 113 decreases, the overstrike force decreases because piston 124 is moved over a shorter distance before engaging adapter sub 136.
Overstrike force F applied by piston 124 can be controlled by controlling the size of drive chamber 141. As the size of drive chamber 141 increases, overstrike force F increases because the pressure of the fluid in drive chamber 141 increases more gradually, which increases the length of travel of piston 124. A longer length of travel allows the pressure of the fluid of drive chamber 141 to increasingly accelerate piston 124, which increases overstrike force F. As the size of drive chamber 141 decreases, overstrike force F decreases because the upward motion of piston 124 is retarded by a more rapidly increasing pressure of the fluid of drive chamber 141, which shortens the length of piston travel and overstrike force F.
Overstrike force F applied by piston 124 can also be controlled by controlling the size of return chamber 140. As the size of return chamber 140 increases, overstrike force F increases because the pressure of the fluid of return chamber 140 increases more gradually on the forward stroke of piston 124, which allows greater acceleration of piston 124. As the size of return chamber 140 decreases, overstrike force F decreases because the more rapidly increasing pressure of the fluid of return chamber 140 increasingly decelerates piston 124, which reduces overstrike force F.
The overstrike force applied by piston 124 can be controlled by controlling the size of drive guide ports 122a and 122b. As the size of drive guide ports 122a and 122b increase, piston 124 applies a larger overstrike force to adapter sub 136 because more fluid can flow at a faster rate from flow control tube channel 120a to drive chamber 141. As the size of drive guide ports 122a and 122b decrease, piston 124 applies a smaller overstrike force to adapter sub 136 because less fluid can flow at a slower rate from flow control tube channel 120a to drive chamber 141.
The frequency of overstrike force F applied by piston 124 to earth bit 102 through adapter sub 136 can be controlled in many different ways. The frequency of overstrike force F increases as overstrike force F is applied by piston 124 to earth bit 102 more often, and the frequency of overstrike force F decreases as overstrike force F is applied by piston 124 to earth bit 102 less often.
The frequency that overstrike force F is applied to adapter sub 136 can be controlled by controlling the size of return guide ports 122c and 122d. As the size of return guide ports 122c and 122d increase, the frequency increases because fluid from flow control tube channel 120a can be flowed into return chamber 140 at a faster rate. As the size of return guide ports 122c and 122d decrease, the frequency decreases because fluid from flow control tube channel 120a can be flowed into return chamber 140 at a slower rate.
The frequency that overstrike force F is applied to adapter sub 136 can be controlled by controlling the size of return exhaust ports 142c and 142d. As the size of return exhaust ports 142c and 142d increase, the frequency increases because fluid from return chamber 140 can be flowed out of return chamber 140 at a faster rate. As the size of return exhaust ports 142c and 142d decrease, the frequency decreases because fluid from return chamber 140 can be flowed out of return chamber 140 at a slower rate.
Hammer assembly 103 provides many advantages. One advantage provided by hammer assembly 103 is that piston 124 applies low energy and high frequency power to earth bit 102. This is useful to reduce the amount of stress experienced by earth bit 102. Another advantage provided by hammer assembly 103 is that there are parallel supply and exhaust flow paths which enable improved air and power control without having to increase the pressure of the fluid provided by drill string 106. Further, the amount of power provided by hammer assembly 103 to earth bit 102 can be adjusted by adjusting throttle plate 116 and/or check valve 115. In this way, the amount of power provided by hammer assembly 103 can be adjusted without having to adjust the pressure of the fluid provided by drill string 106. Another advantage is that the exhaust of hammer assembly 103 is flowed out of hammer assembly 103 towards its rearward end and is directed upwardly through borehole 105. In this way, the exhaust of hammer assembly 103 assists in clearing debris from borehole 105.
a is a perspective view of adapter sub 136 and rotary earth bit 102 in a decoupled condition. Adapter sub 136 and rotary earth bit 102 are in a coupled condition in
In this embodiment, tool joint 139 and pin 109 include trapezoidal tool joint threads 143 and trapezoidal rotary earth bit threads 144, respectively. Trapezoidal rotary earth bit threads 144 are shown in more detail in
It should be noted that an earth bit central channel 151 (
It should also be noted that an inner annular surface 158 of tool joint 139 extends around an opening of adapter sub channel 136a that faces rotary earth bit 102. Further, a distal annular surface 159 of pin 109 extends around an opening of earth bit central channel 151 that faces adapter sub 136. Distal annular surface 159 is a distal surface of pin 109 because it is positioned away from cutting cones 102a and 102b of rotary earth bit 102. Inner annular surface 158 is an inner annular surface of adapter sub 136 because it extends through and faces rotary earth bit opening 138 of adapter sub 136. Distal annular surface 159 is an outer annular surface of rotary earth bit 102 because it does not extend through earth bit central channel 151 of rotary earth bit 102. Annular surfaces 158 and 159 face each other when rotary earth bit 102 and adapter sub 136 are in the coupled condition. In some embodiments, annular surfaces 158 and 159 are disengaged from each other when rotary earth bit 102 and adapter sub 136 are in the coupled condition, as will be discussed in more detail below with
Adapter sub 136 and rotary earth bit 102 can include many other types of threads besides trapezoidal threads. For example, as indicated by an indication arrow 149a, adapter sub 136 can include v-shaped threads 143a and rotary earth bit 102 can include complementary v-shaped threads. As indicated by an indication arrow 149b, adapter sub 136 can include buttressed threads 143b and rotary earth bit 102 can include complementary buttressed threads. Further, as indicated by an indication arrow 149c, adapter sub 136 can include rope threads 143c and rotary earth bit 102 can include complementary rope threads. More information regarding threads that can be included with rotary earth bit 102 and adapter sub 136 is provided in U.S. Pat. Nos. 3,129,963, 3,259,403, 3,336,992, 4,600,064, 4,760,887 and 5,092,635, as well as U.S. Patent Application Nos. 20040251051, 20070199739 and 20070102198.
b is a cross-sectional view of rotary earth bit 102 and tool joint 139 of adapter sub 136 in the coupled condition. In this embodiment, a reference line 192 extends through tool joint threads 143 and rotary earth bit threads 144 when rotary earth bit 102 and tool joint 139 are in the coupled condition. Reference line 192 is at an angle φ relative to longitudinal centerline 147, wherein angle φ has a non-zero angular value. Angle φ has a non-zero angular value so that reference line 192 and longitudinal centerline 147 are not parallel to each other. Angle φ is a thread angle along which trapezoidal tool joint threads 143 and trapezoidal rotary earth bit threads 144 extend, as will be discussed in more detail presently.
In this embodiment, tool joint 139 includes a threaded surface 178, which extends along reference line 192. In this way, threaded surface 178 extends at angle φ relative to longitudinal centerline 147. It should be noted that surface 178 is a threaded surface because tool joint threads 143 extend therethrough. It should also be noted that threaded surface 178 is an annular surface because it extends annularly around rotary earth bit opening 138 (
Rotary earth bit 102 includes a threaded surface 179 which extends at angle φ relative to longitudinal centerline 147. It should be noted that surface 179 is a threaded surface because rotary earth bit threads 144 extend therethrough. It should also be noted that threaded surface 179 is an annular surface because it extends annularly around pin 109. Threaded surface 179 faces tool joint 139 so that tool joint 139 and rotary earth bit 102 can be threadingly engaged together. Threaded surface 179 is an outer surface because it does not extend through earth bit central channel 151 of rotary earth bit 102. In this embodiment, threaded surface 179 extends proximate to outer annular surface 159.
Angle φ can have many different angular values. In some embodiments, angle φ is in a range between about one degree (1°) to about nine degrees (9°). In some embodiments, angle φ is in a range between about one and one-half degrees (1.5°) to about eight degrees (8°). In some embodiments, angle φ is in a range between about three degrees (3°) to about five degrees (5°). In one particular embodiment, angle φ is about four and three-quarters of a degree (4.75°).
Angle φ is generally chosen so that rotary earth bit 102 is aligned with adapter sub 136 in response to moving rotary earth bit 102 and adapter sub 136 from the disengaged condition to the engaged condition. In this way, rotary earth bit 102 experiences less wobble in response to the rotation of hammer assembly 103 and drill string 106. It should be noted that the value of angle φ affects the amount of rotational energy transferred between drill string 106 and rotary earth bit 102 through adapter sub 136. The amount of rotational energy transferred between drill string 106 and rotary earth bit 102 increases and decreases as the value of angle φ increases and decreases, respectively.
In this embodiment, annular surfaces 158 and 159 are disengaged from each other in response to rotary earth bit 102 and adapter sub 136 being in the coupled condition. Annular surfaces 158 and 159 are disengaged from each other because they are spaced apart from each other. Annular surfaces 158 and 159 are spaced apart from each other so that overstrike force F does not flow between adapter sub 136 and rotary earth bit 102 through inner annular surfaces 158 and 159. Instead, a first portion of overstrike force F flows between adapter sub 136 and rotary earth bit 102 through tool joint threads 143 and rotary earth bit threads 144. In particular, the first portion of overstrike force F flows between adapter sub 136 and threaded pin 109 through tool joint threads 143 and rotary earth bit threads 144. It should be noted that the first portion of overstrike force F does not flow between adapter sub 136 and rotary earth bit 102 through annular surfaces 158 and 159. In particular, the first portion of overstrike force F does not flow between adapter sub 136 and threaded pin 109 through annular surfaces 158 and 159.
Adapter sub 136 and rotary earth bit 102 are coupled to each other so that annular surfaces 153 and 154 (
It should be noted that overstrike force F flows more efficiently between adapter sub 136 and rotary earth bit 102 through annular surfaces 153 and 154 and interface 187 than through trapezoidal tool joint threads 143 and trapezoidal rotary earth bit threads 144. Overstrike force F experiences more attenuation in response to flowing through trapezoidal tool joint threads 143 and trapezoidal rotary earth bit threads 144 than through annular surfaces 153 and 154. Overstrike force F experiences less attenuation in response to flowing through surfaces 153 and 154 than through trapezoidal tool joint threads 143 and trapezoidal rotary earth bit threads 144. In this way, overstrike force F flows more efficiently through surfaces 153 and 154 than through trapezoidal tool joint threads 143 and trapezoidal rotary earth bit threads 144.
It should be noted, however, that the efficiency in which overstrike force F flows through trapezoidal tool joint threads 143 and trapezoidal rotary earth bit threads 144 increases and decreases as angle φ increases and decreases, respectively. It should also be noted that the interface between adapter sub 136 and rotary earth bit 102 can have many other shapes, one of which will be discussed in more detail presently.
c is a cross-sectional view of adapter sub 136 and rotary earth bit 102 in coupled conditions. In this embodiment, annular surfaces 158 and 159 are engaged with each other in response to rotary earth bit 102 and adapter sub 136 being in the coupled condition. Annular surfaces 158 and 159 are engaged with each other so that a third portion of overstrike force F flows between adapter sub 136 and rotary earth bit 102 through annular surfaces 158 and 159. In particular, the third portion of overstrike force F flows between adapter sub 136 and threaded pin 109 through annular surfaces 158 and 159. As mentioned above, the first portion of overstrike force F flows between adapter sub 136 and rotary earth bit 102 through tool joint threads 143 and rotary earth bit threads 144.
In this embodiment, adapter sub 136 and rotary earth bit 102 are coupled to each other so that an outer annular surface 153a faces an outer annular surface 154a and, and an outer annular surface 153b faces an outer annular surface 154b. Surfaces 153a, 153b, 154a and 154b are annular surfaces because they extend annularly around longitudinal centerline 147. Annular surfaces 153a and 153b are outer annular surfaces of adapter sub 136 because they do not extend through and do not face rotary earth bit opening 138 of adapter sub 136. Annular surfaces 154a and 154b are outer annular surfaces of rotary earth bit 102 because they do not extend through and do not face earth bit central channel 151 of rotary earth bit 102. Surfaces 153a and 154a are distal surfaces because they are positioned further away from longitudinal centerline 147 than surfaces 153b and 154b. Surfaces 153b and 154b are proximal surfaces because they are positioned closer to longitudinal centerline 147 than surfaces 153a and 154a.
Surfaces 153a and 153b are spaced apart from each other to form an annular shoulder 156, and surfaces 154a and 154b are spaced apart from each other to form an annular shoulder 157. Annular shoulders 156 and 157 are positioned towards inner surfaces 153b and 154b, respectively. Annular shoulders 156 and 157 are positioned away from inner surfaces 153a and 154a, respectively. Inner surfaces 153b and 154b are spaced apart from each other, and annular shoulders 156 and 157 are spaced apart from each other to form an annular groove 155. Groove 155 is an annular groove because it extends annularly around reference line 147.
Surfaces 153a and 154a are spaced apart from each other when adapter sub 136 and rotary earth bit 102 are in the engaged condition, so that overstrike force F does not flow between adapter sub 136 and rotary earth bit 102 through surfaces 153a and 154a. In this way, overstrike force F is restricted from flowing between adapter sub 136 and rotary earth bit 102 through surfaces 153a and 154a. Further, surfaces 153b and 154b are spaced apart from each other when adapter sub 136 and rotary earth bit 102 are in the engaged condition, so that overstrike force F does not flow between adapter sub 136 and rotary earth bit 102 through surfaces 153b and 154b. In this way, overstrike force F is restricted from flowing between adapter sub 136 and rotary earth bit 102 through surfaces 153b and 154b.
Overstrike force F flows more efficiently between adapter sub 136 and rotary earth bit 102 through surfaces 158 and 159 than through tool joint threads 143 and rotary earth bit threads 144. Overstrike force F experiences more attenuation in response to flowing through tool joint threads 143 and rotary earth bit threads 144 than through surfaces 158 and 159. Overstrike force F experiences less attenuation in response to flowing through surfaces 158 and 159 than through tool joint threads 143 and rotary earth bit threads 144. In this way, overstrike force F flows more efficiently through surfaces 158 and 159 than through tool joint threads 143 and rotary earth bit threads 144.
d and 7e are side views of trapezoidal rotary earth bit threads 144 in a region 145 of
As shown in
In this embodiment, earth bit thread root 180 includes a crest wall 183 and tapered sidewalls 182 and 184. It should be noted that tapered sidewalls 182 and 184 extend between root wall 185 and crest wall 183. Crest wall 183 is parallel to longitudinal reference line 192, and perpendicular to radial reference line 191. In this way, crest wall 193 is parallel to root wall 185. Crest wall 183 extends at angle φ (
Rotary earth bit threads 144 have a thread pitch L2, as shown in
Thread pitch L2 can have many different length values. In some embodiments, thread pitch L2 has a length value in a range between about one-quarter of an inch to about one inch. In some embodiments, thread pitch L2 has a length value in a range between about one-half of an inch to about one inch. In one particular embodiment, thread pitch L2 has a length value of one-eighth of an inch.
In this embodiment, crest wall 183 and root wall 185 have lengths L3 and L4, respectively, as shown in
Length L4 extends between adjacent tapered sidewalls 184 and 186, and can have many different length values. In some embodiments, length L4 has values of 0.1 inches to 0.75 inches. In some embodiments, length L4 has values of 0.1 inches to 0.5 inches. In some embodiments, length L4 has values of 0.1 inches to 0.25 inches.
In this embodiment, tapered sidewall 182 has a length L5, as shown in
In this embodiment, tapered sidewall 184 has a length L6, as shown in
Angles θ3 and θ4 can have many different angular values. In some embodiments, angles θ3 and θ4 are in a range of one degree (1°) to nine degrees (9°). In some embodiments, angles θ3 and θ4 are in a range of one and one-half degrees (1.5°) to eight degrees (8°). In some embodiments, angles θ3 and θ4 are in a range of three degrees (3°) to five degrees (5°). In one particular embodiment, angles θ3 and θ4 are each equal to four and three-quarters of a degree (4.75°). In some embodiments, angles θ3 and θ4 are equal to each other and, in other embodiments, angles θ3 and θ4 are not equal to each other. In some embodiments, angles θ3 and θ4 are each equal to angle φ and, in other embodiments, angles θ3 and θ4 are not equal to angle φ. It should be noted that the values for angles θ3 and θ4 are not shown to scale in
In general, angles θ3 and θ4 are chosen to reduce the likelihood that rotary earth bit 102 and adapter sub 136 will over-tighten with each other. Further, angles θ3 and θ4 are chosen to increase the efficiency in which overstrike force F is transferred from hammer assembly 103 to rotary earth bit 102 through adapter sub 136. In general, the efficiency in which overstrike force F is transferred from hammer assembly 103 to rotary earth bit 102 through adapter sub 136 increases and decreases as angles θ3 and θ4 decrease and increase, respectively.
It should be noted that the helix angle of trapezoidal rotary earth bit threads 144 can have many different angular values. More information regarding the helix angle of a thread can be found in the above-references U.S. Patent Application No. 20040251051. In some embodiments, the helix angle of trapezoidal rotary earth bit threads 144 is in a range between about one degree (1°) to about ten degrees (10°). In some embodiments, the helix angle of trapezoidal rotary earth bit threads 144 is in a range between about one and one-half degrees (1.5°) to about five degrees (5°). In one particular embodiment, the helix angle of trapezoidal rotary earth bit threads 144 is about two and one-half degrees (2.5°).
As shown in
In this embodiment, tool joint thread root 170 includes a crest wall 173 and tapered sidewalls 172 and 174. It should be noted that tapered sidewalls 172 and 174 extend between root wall 175 and crest wall 173. Crest wall 173 is parallel to longitudinal reference line 192, and perpendicular to radial reference line 191. In this way, crest wall 173 is parallel to root wall 175. Crest wall 173 extends at angle φ (
Trapezoidal tool joint threads 143 have a thread pitch L1, as shown in
Thread pitch L1 can have many different length values. In some embodiments, thread pitch L1 has a length value in a range between about one-quarter of an inch to about one inch. In some embodiments, thread pitch L1 has a length value in a range between about one-half of an inch to about one inch. In one particular embodiment, thread pitch L1 has a length value of one-eighth of an inch. It should be noted that the values of thread pitches L1 and L2 are typically the same. The values of thread pitches L1 and L2 are chosen to facilitate the ability to threadingly engage rotary earth bit threads 144 and trapezoidal tool joint threads 143 together.
In this embodiment, crest wall 173 and root wall 175 have lengths L7 and L8, respectively, as shown in
Length L8 extends between adjacent tapered sidewalls 174 and 176, and can have many different length values. In some embodiments, length L8 has values of 0.1 inches to 0.75 inches. In some embodiments, length L8 has values of 0.1 inches to 0.5 inches. In some embodiments, length L8 has values of 0.1 inches to 0.25 inches.
In this embodiment, tapered sidewall 172 has a length L9, as shown in
In this embodiment, tapered sidewall 174 has a length L10, as shown in
Angles θ1 and θ2 can have many different angular values. In some embodiments, angles θ1 and θ2 are in a range of one degree (1°) to nine degrees (9°). In some embodiments, angles θ1 and θ2 are in a range of one and one-half degrees (1.5°) to eight degrees (8°). In some embodiments, angles θ1 and θ2 are in a range of three degrees (3°) to five degrees (5°). In one particular embodiment, angles θ1 and θ2 are each equal to four and three-quarters of a degree (4.75°). In some embodiments, angles θ1 and θ2 are equal to each other and, in other embodiments, angles θ1 and θ2 are not equal to each other. In some embodiments, angles θ1 and θ2 are each equal to angle φ and, in other embodiments, angles θ1 and θ2 are not equal to angle φ. It should be noted that the values for angles θ1 and θ2 are not shown to scale in
In general, angles θ1 and θ2 are chosen to reduce the likelihood that rotary earth bit 102 and adapter sub 136 will over-tighten with each other. Further, angles θ1 and θ2 are chosen to increase the efficiency in which overstrike force F is transferred from hammer assembly 103 to rotary earth bit 102 through adapter sub 136. In general, the efficiency in which overstrike force F is transferred from hammer assembly 103 to rotary earth bit 102 through adapter sub 136 increases and decreases as angles θ1 and θ2 decrease and increase, respectively. It should be noted that angles θ1 and θ3 are generally the same to facilitate the ability to repeatably move adapter sub 136 and rotary earth bit 102 between coupled and decoupled conditions. Further, angles θ2 and θ4 are generally the same to facilitate the ability to repeatably move adapter sub 136 and rotary earth bit 102 between coupled and decoupled conditions.
It should be noted that the helix angle of trapezoidal tool joint threads 143 can have many different angular values. More information regarding the helix angle of a thread can be found in the above-references U.S. Patent Application No. 20040251051. In some embodiments, the helix angle of trapezoidal tool joint threads 143 is in a range between about one degree (1°) to about ten degrees (10°). In some embodiments, the helix angle of trapezoidal tool joint threads 143 is in a range between about one and one-half degrees (1.5°) to about five degrees (5°). In one particular embodiment, the helix angle of trapezoidal tool joint threads 143 is about two and one-half degrees (2.5°). It should be noted that the helix angle of trapezoidal tool joint threads 143 and trapezoidal rotary earth bit threads 144 are generally the same to facilitate the ability to repeatably move adapter sub 136 and rotary earth bit 102 between coupled and decoupled conditions.
a is a flow diagram of a method 200, in accordance with the invention, of boring a hole. In this embodiment, method 200 includes a step 201 of providing a rotary drill system, wherein the rotary drill system includes a drive chuck and adapter sub slidingly engaged together, a rotary earth bit coupled to the adapter sub, and a piston repeatably moveable between engaged and disengaged positions with the adapter sub. The adapter sub slides relative to the drive chuck in response to the piston moving between the disengaged and engaged positions.
Method 200 includes a step 202 of flowing a fluid through the rotary drill system so that the piston moves between the engaged and disengaged positions. In this way, the piston moves between the engaged and disengaged positions in response to being actuated by a fluid. The rotary earth bit moves between extended and retracted positions in response to the piston moving between the engaged and disengaged positions.
b is a flow diagram of a method 210, in accordance with the invention, of boring a hole. In this embodiment, method 210 includes a step 211 of providing a rotary drill system, wherein the rotary drill system includes a drive chuck and adapter sub slidingly engaged together, a rotary earth bit coupled to the adapter sub, and a piston repeatably moveable between engaged and disengaged positions with the adapter sub. The adapter sub slides relative to the drive chuck in response to the piston moving between the disengaged and engaged positions.
In this embodiment, the piston includes a return piston port positioned away from the adapter sub and a drive piston port positioned proximate to the adapter sub. Further, the rotary drill system can include a flow control tube with a return guide port and a drive guide port. The return guide port is repeatably moveable between a first position in communication with the return piston port and a second position not in communication with the return piston port. Further, the drive guide port is repeatably moveable between a first position in communication with the drive piston port and a second position not in communication with the drive piston port.
Method 210 includes a step 212 of flowing a fluid through the ports of the piston so it moves between the engaged and disengaged positions. In this way, the piston moves between the engaged and disengaged positions in response to being actuated by a fluid. The rotary earth bit moves between extended and retracted positions in response to the piston moving between the engaged and disengaged positions.
c is a flow diagram of a method 220, in accordance with the invention, of manufacturing a rotary drill system. In this embodiment, method 220 includes a step 221 of providing a rotary earth bit and a step 222 of coupling a hammer assembly to the rotary earth bit. In accordance with the invention, the hammer assembly includes a drive chuck and adapter sub slidingly engaged together, and a piston repeatably moveable between engaged and disengaged positions with the adapter sub. The adapter sub slides relative to the drive chuck in response to the piston moving between the disengaged and engaged positions. The rotary earth bit is coupled to the adapter sub so that it slides in response to the adapter sub sliding.
A drill string is coupled to the hammer assembly and flows a fluid therethrough. The piston moves between the engaged and disengaged positions in response to the flow of the fluid. In this way, the piston moves between the engaged and disengaged positions in response to being actuated with a fluid. Further, the rotary earth bit moves between extended and retracted positions in response to the piston moving between the engaged and disengaged positions.
d is a flow diagram of a method 230, in accordance with the invention, of manufacturing a rotary drill system. In this embodiment, method 230 includes a step 231 of providing a rotary earth bit and a step 232 of coupling a hammer assembly to the rotary earth bit. In this embodiment, the hammer assembly includes a drive chuck and adapter sub slidingly engaged together and a piston repeatably moveable between engaged and disengaged positions with the adapter sub. The adapter sub slides relative to the drive chuck in response to the piston moving between the disengaged and engaged positions.
In this embodiment, the piston includes a drive piston port positioned away from the adapter sub and a drive piston port positioned proximate to the adapter sub. Further, the rotary drill system can include a flow control tube with a return guide port and a drive guide port. The return guide port is repeatably moveable between a first position in communication with the return piston port and a second position not in communication with the return piston port. Further, the drive guide port is repeatably moveable between a first position in communication with the drive piston port and a second position not in communication with the drive piston port.
In operation, the piston moves between the engaged and disengaged positions in response to a fluid flowing through the rotary drill system. In this way, the piston moves between the engaged and disengaged positions in response to being actuated by a fluid. The rotary earth bit moves between extended and retracted positions in response to the piston moving between the engaged and disengaged positions.
It should be noted that method 200 can include many other steps, several of which are discussed in more detail with method 210. Further, method 220 can include many other steps, several of which are discussed in more detail with method 230. Also, it should be noted that the steps in methods 200, 210, 220 and 230 can be performed in many different orders.
a is a flow diagram of a method 240, in accordance with the invention, of boring through a formation. In this embodiment, method 240 includes a step 241 of providing an earth bit operatively coupled to a drilling machine with a drill string, wherein the drilling machine applies a weight-on-bit to the earth bit through the drill string. Method 240 includes a step 242 of applying an overstrike force to the earth bit, wherein the overstrike force is in a range of about one foot-pound per square inch (1 ft-lb/in2) to about four foot-pounds per square inch (4 ft-lb/in2).
The weight-on-bit can be in many different ranges. For example, in one embodiment, the weight-on-bit is in a range of about 1,000 pounds per inch of hole diameter to about 10,000 pounds per square inch of hole diameter. The overstrike force can be applied to the earth bit in many different ways. For example, in some embodiments, the overstrike force is applied to the earth bit with a hammer assembly. In these embodiments, the hammer assembly operates in response to a flow of fluid through the drill string.
It should be noted that method 240 can include many other steps. For example, in some embodiments, method 240 includes a step of applying the overstrike force to the earth bit at a rate in a range of about 1100 times per minute to about 1400 times per minute. In some embodiments, method can include a step of adjusting the overstrike force in response to adjusting a fluid flow through the drill string. Method 240 can include a step of adjusting an amplitude and/or frequency of the overstrike force in response to an indication of a penetration rate of the earth bit through the formation. Method 240 can include a step of providing an air flow through the drill string at a rate in a range of about 1,000 cubic feet per minute (cfm) to about 4,000 cubic feet per minute (cfm). Method 240 can include a step of providing an air flow through the drill string at a pressure in a range of about forty pounds per square inch (40 psi) to about eighty pounds per square inch (80 psi).
b is a flow diagram of a method 250, in accordance with the invention, of boring through a formation. In this embodiment, method 250 includes a step 251 of providing a drilling machine and drill string and a step 252 of operatively coupling an earth bit to the drilling machine through the drill string. Method 250 includes a step 253 of providing an air flow through the drill string at an air pressure in a range of about forty pounds per square inch (40 psi) to about eighty pounds per square inch (80 psi) and a step 254 of applying an overstrike force to the earth bit, wherein the overstrike force is less than about five foot-pounds per square inch (5 ft-lb/in2).
The overstrike force can be in many different ranges. For example, in one embodiment, the overstrike force is in a range of about 1 ft-lb/in2 to about 4 ft-lb/in2.
It should be noted that method 250 can include many other steps. For example, in some embodiments, method 250 includes a step of adjusting the overstrike force in response to an indication of a penetration rate of the earth bit through the formation. In some embodiments, method 250 includes a step of adjusting the overstrike force to drive the penetration rate of the earth bit through the formation to a desired penetration rate. Method 250 can include a step of adjusting the penetration rate of the earth bit through the formation by adjusting at least one of an amplitude and frequency of the overstrike force. Method 250 can include a step of applying a weight-on-bit to the earth bit through the drill string, wherein the weight-on-bit is in a range of about 30,000 pounds to about 130,000 pounds.
c is a flow diagram of a method 260, in accordance with the invention, of boring through a formation. In this embodiment, method 260 includes a step 261 of providing an earth bit operatively coupled to a drilling machine with a drill string, wherein the drilling machine applies a weight-on-bit to the earth bit and a step 262 of providing an air flow through the drill string at an air pressure less than about eighty pounds per square inch (80 psi). Method 260 includes a step 263 of applying a time varying overstrike force to the earth bit, wherein the time varying overstrike force is less than about five foot-pounds per square inch (5 ft-lb/in2). The time varying overstrike force can have many different values. For example, in one embodiment, the time varying overstrike force is in a range of about 1.2 ft-lb/in2 to about 3.6 ft-lb/in2.
The time varying overstrike force can be applied to the earth bit in many different ways. For example, in some embodiments, the time varying overstrike force is applied to the earth with a hammer assembly.
It should be noted that method 260 can include many other steps. For example, in some embodiments, method 260 includes a step of adjusting an amplitude of the time varying overstrike force in response to an indication of a penetration rate of the earth bit through the formation. In some embodiments, method 260 includes adjusting a frequency of the time varying overstrike force in response to an indication of a penetration rate of the earth bit through the formation.
While particular embodiments of the invention have been shown and described, numerous variations and alternate embodiments will occur to those skilled in the art. Accordingly, it is intended that the invention be limited only in terms of the appended claims.
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| Number | Date | Country | |
|---|---|---|---|
| 20110088953 A1 | Apr 2011 | US |
| Number | Date | Country | |
|---|---|---|---|
| 61086740 | Aug 2008 | US |
| Number | Date | Country | |
|---|---|---|---|
| Parent | 12536424 | Aug 2009 | US |
| Child | 12973337 | US |
