Automated excavation machine

• US 8,016,363 B2
• Filed: 12/29/2009
• Issued: 09/13/2011
• Est. Priority Date: 10/15/2002
• Status: Expired due to Fees

• Current Assignee: Her Majesty The Queen In Right of Canada As Represented By The Minister of National Defence
• Original Assignee: Her Majesty The Queen In Right of Canada As Represented By The Minister of National Defence
• Inventors: Dale, James, Jackson, Simon Mark, Jackson, Eric, Jordan, John, Eddy, David, Hirtz, Hal
• Primary Examiner(s): Singh; Sunil
• Application Number:
  US12/648,558
• Publication Number:
  US 20100109417A1
• Time in Patent Office: 623 Days
• Field of Search: 299/1.05, 299/1.4, 299/1.8, 299/10, 299/31, 299/73
• US Class Current: 299/1.4
• CPC Class Codes: E21C 25/16 Machines slitting solely by one or more rotating saws, cutting discs, or wheels
• CPC Class Codes: E21C 35/24 Remote control specially adapted for machines for slitting or completely freeing the mineral control in general G05
• CPC Class Codes: E21C 41/16 Methods of underground mining winning machines therefor E21C25/00 - E21C39/00; Layouts therefor

Abstract

The present invention is directed to an excavator that is operable in manual and automatic modes and uses state machines to effect unit operations, rotationally offset swing actuators to rotate boom and cutter head, a fail safe hydraulic system to maintain gripper pressure in the event of a malfunction of the hydraulic system, differing position and pressure control functions in the hydraulic actuators, a kinematic module to effect pitch and roll adjustments, a cutting face profile generator to generate a profile of the excavation face, and an optimization module to realize a high degree of optimization of excavator operation.

Claims

1. An excavation method, comprising:

providing an excavator comprising a cutter head for excavating in situ material, a body engaging the cutter head, and a plurality of grippers for applying pressure against opposing surfaces of an excavation to maintain the body in a selected position and orientation;

manually positioning the excavator in a selected first position adjacent to an excavation face;

comparing selected excavator sensed parameters against predetermined values to confirm that the excavator is properly configured;

commencing an automated first excavation sequence in which a first set of grippers engage opposing excavation surfaces of the excavation to maintain the body in a selected position and the excavator excavates material from the excavation face;

when a thrust actuator engaging the cutter head is extended a predetermined distance, commencing an automated repositioning sequence to reposition the excavator to a second position adjacent to the excavation face, wherein, in the automated repositioning sequence a second set of grippers, but not the first set of grippers, engage the opposing excavation surfaces; and

when the excavator is in the second position, confirming that the excavator is properly configured for an automated second excavation sequence; and

when properly configured, commencing an automated second excavation sequence, wherein the excavator has a rotatable boom engaging the cutter head and wherein the cutter head excavates the in situ material by rotating the boom back and forth across the excavation face while the cutter head is in contact with the excavation face for at least a portion of each boom rotation, and wherein a swing cycle optimization module automatically reverses the direction of boom rotation when at least one of a hydraulic pressure measured in at least one thrust actuator and a swing torque drops below a predetermined threshold.

2. The method of claim 1, wherein the sensed parameters include hydraulic pressure measurements and cylinder displacement measurements, wherein the boom is rotated by a swing cylinder and wherein the commencing step comprises the substeps:

rotating the boom a selected swing angle;

while the boom is rotating, controlling a thrust pressure in the thrust actuator by monitoring at least one of an overall thrust force and an individual cutter force;

when the hydraulic pressure in the swing cylinder and/or thrust actuator falls below a predetermined level, reversing rotation of the boom;

while the boom is rotating, controlling a thrust pressure in the thrust actuator by monitoring at least one of an overall thrust force and an individual cutter force; and

when the hydraulic pressure in the swing cylinder and/or thrust actuator falls below a predetermined level, extending the thrust actuator a predetermined distance in preparation for a next boom rotation; and

wherein the method further comprising;

detecting a stall condition when at least one of the following is true;

a boom rotational speed is less than a first predetermined value; and

the swing torque is less than a second predetermined value; and

in response to detecting a stall condition, relieving the thrust pressure by an amount that is a function of the difference between the rotational speed and the first predetermined value and/or the swing torque and the second predetermined value;

comparing pitch and roll commands against pitch and roll feedback signals;

based on the comparison, outputting an error vector, the error vector comprising an adjustment for roll and an adjustment for pitch;

converting the error vector into an equivalent adjustment in cylinder position of a selected gripper; and

adjusting a cylinder position of the selected gripper according to the equivalent adjustment.

3. The method of claim 1, wherein the automated repositioning sequence comprises the substeps:

rotating the boom until a swing angle in a predetermined Yaw orientation;

extending the thrust actuator a determined distance;

extending the second set of grippers until the second set of grippers are in contact with the opposing excavation surfaces, wherein the second set of grippers are set to a pressure control function;

retracting the first set of grippers;

retracting the thrust actuator;

rotating the boom to a selected position relative to the body;

extending the first set of grippers until the first set of grippers are in contact with the opposing excavation surfaces, wherein the first set of grippers are set to a position control function; and

retracting the second set of grippers.

4. The method of claim 1, wherein the grippers include a plurality of hydraulic actuators and a plurality of check valves, and the excavator includes a hydraulic system comprising a hydraulic fluid supply line in fluid communication with the check valves and the hydraulic actuators, a hydraulic fluid return line in fluid communication with the check valves and the hydraulic actuators, and an emergency retract line in fluid communication with the check valves and further comprising;

detecting a fault in the hydraulic system, wherein the fault is a hydraulic fluid pressure in the hydraulic fluid supply line falling below a predetermined threshold;

closing the check valves in response to the detecting step to maintain at least substantially hydraulic pressure in the hydraulic actuators; and

pressurizing the check valves with the emergency retract line to open the check valves and effect drainage of the hydraulic fluid from the hydraulic actuators, wherein, in the pressurizing step, a corresponding pressure applied to each check valve is sufficient to overcome a respective hydraulic pressure exerted against the check valve by the corresponding hydraulic actuator.

5. The method of claim 1, wherein the grippers comprise at least one hydraulic actuator and further comprising:

setting at least one hydraulic fluid-containing cavity in each of a first set of the hydraulic actuators to a pressure control function in which a pressure in the cavity is controlled;

setting at least one hydraulic fluid-containing cavity in each of a second set of the hydraulic actuators to a position control function in which a position of the corresponding actuator is controlled;

wherein a gripper comprises first and second hydraulic actuators and wherein at least a first cavity in the first hydraulic actuator is set to the pressure control function and at least a second cavity in the second hydraulic actuator is set to the position control function;

wherein a first hydraulic actuator comprises first and second cavities for receiving hydraulic fluid and wherein the first cavity is set to the pressure control function and the second cavity is set to the position control function;

wherein the first and second sets of hydraulic actuators are at least partially overlapping; and

setting at least one cavity in at least one of the hydraulic actuators to at least one of a differential position control function and a cooperating position/pressure control function.

6. The method of claim 1, further comprising:

receiving an attitude command containing desired settings for pitch and roll;

converting the attitude command into separate actuator control commands for each of the plurality of grippers; and

forwarding the actuator control commands to each of the plurality of grippers; and

thereafter receiving position feedback signals from each of the plurality of grippers.

7. The method of claim 6, further comprising:

converting the position feedback signals into pitch and roll values;

comparing the pitch and roll values with the pitch and roll values in the attitude command;

determining an error vector, the error vector comprises an adjustment for roll and an adjustment for pitch; and

converting the adjustment for roll and the adjustment for pitch into actuator control commands.

8. The method of claim 1, wherein the excavator comprises a memory storing a profile of an excavation face and further comprising:

removing, by the cutter head, material from the face, wherein the boom is rotatably mounted on the body, wherein in the removing step the boom is rotated while the cutter head is in contact with the excavation face;

determining a revised profile of the excavation face after the removing step; and

updating the profile of the excavation face stored in the memory, wherein the profile is a plan view of the excavation face; and

wherein the profile is a cross-sectional side view of the excavation face at a plurality of selected points along the face.

9. An excavation method, comprising:

providing an excavator comprising a cutter head for excavating in situ material, a body engaging the cutter head, and a plurality of grippers for applying pressure against opposing surfaces of an excavation to maintain the body in a selected position and orientation;

manually positioning the excavator in a selected first position adjacent to an excavation face;

comparing selected excavator sensed parameters against predetermined values to confirm that the excavator is properly configured;

commencing an automated first excavation sequence in which a first set of grippers engage opposing excavation surfaces of the excavation to maintain the body in a selected position and the excavator excavates material from the excavation face;

when a thrust actuator engaging the cutter head is extended a predetermined distance, commencing an automated repositioning sequence to reposition the excavator to a second position adjacent to the excavation face, wherein, in the automated repositioning sequence a second set of grippers, but not the first set of grippers, engage the opposing excavation surfaces; and

when the excavator is in the second position, confirming that the excavator is properly configured for an automated second excavation sequence; and

when properly configured, commencing an automated second excavation sequence; and

wherein the cutter head is mounted on a boom and comprises one or more excavating devices and at least one thrust actuator operatively engages at least one variable orifice valve for supplying hydraulic fluid to the at least one thrust actuator and further comprising;

monitoring a parameter that is at least one of (a) a thrust force applied on the cutter head by the at least one thrust actuator, (b) a force on a cutter;

(c) a speed at which the boom is rotating, and (d) a swing torque by the boom; and

when the parameter exceeds a selected threshold, opening the at least one variable orifice valve a selected amount to relieve a pressure in the at least one thrust actuator, wherein the selected amount is a function of at least one of the following;

(i) the amount by which the cutter force exceeds a selected value;

(ii) the speed at which the cutter force is increasing;

(iii) an amount of time that the selected value has been exceeded;

(iv) the amount by which the difference between a commanded boom rotational speed and an actual boom rotational speed exceeds a selected value;

(v) the speed at which the speed difference is increasing;

(vi) the amount by which the swing torque exceeds a selected value; and

(v) the speed at which the swing torque is increasing.

10. The method of claim 9, wherein the monitored parameter is (a).

11. The method of claim 9, wherein the monitored parameter is (b).

12. The method of claim 9, wherein the monitored parameter is (c).

13. The method of claim 9, wherein the monitored parameter is (d).

14. The method of claim 9, wherein the selected amount is a function of one or more of the amount by which the cutter force exceeds a selected value, the speed at which the cutter force is increasing, and an amount of time that the selected value has been exceeded.

15. The method of claim 9, wherein the selected amount is a function of one or more of the amount by which the difference between a commanded boom rotational speed and an actual boom rotational speed exceeds a selected value, the speed at which the speed difference is increasing, and an amount of time that the selected value has been exceeded.

16. The method of claim 9, wherein the selected amount is a function of one or more of the amount by which the swing torque exceeds a selected value, the speed at which the swing torque is increasing, and an amount of time that the selected value has been exceeded.

17. An excavation method, comprising:

providing an excavator comprising a cutter head for excavating in situ material, a body engaging the cutter head, and a plurality of grippers for applying pressure against opposing surfaces of an excavation to maintain the body in a selected position and orientation;

manually positioning the excavator in a selected first position adjacent to an excavation face;

comparing selected excavator sensed parameters against predetermined values to confirm that the excavator is properly configured;

commencing an automated first excavation sequence in which a first set of grippers engage opposing excavation surfaces of the excavation to maintain the body in a selected position and the excavator excavates material from the excavation face;

when a thrust actuator engaging the cutter head is extended a predetermined distance, commencing an automated repositioning sequence to reposition the excavator to a second position adjacent to the excavation face, wherein, in the automated repositioning sequence a second set of grippers, but not the first set of grippers, engage the opposing excavation surfaces; and

when the excavator is in the second position, confirming that the excavator is properly configured for an automated second excavation sequence; and

when properly configured, commencing an automated second excavation sequence,

wherein the sensed parameters include hydraulic pressure measurements and cylinder displacement measurements, wherein the excavator comprises a boom engaging the cutter head and body, and wherein the commencing step comprises the substeps;

rotating the boom a selected swing angle;

while the boom is rotating, controlling a thrust pressure in a thrust actuator by monitoring at least one of an overall thrust force and an individual cutter force;

when the hydraulic pressure in a swing cylinder and/or thrust actuator falls below a predetermined level, reversing rotation of the boom;

while the boom is rotating, controlling a thrust pressure in a thrust actuator by monitoring at least one of an overall thrust force and an individual cutter force; and

when the hydraulic pressure in the swing cylinder and/or thrust actuator falls below a predetermined level, extending the thrust actuator a predetermined distance in preparation for a next boom rotation; and

wherein the method further comprises;

detecting a stall condition when at least one of the following is true;

a boom rotational speed is less than a first predetermined value; and

a swing torque is less than a second predetermined value; and

in response to detecting a stall condition, relieving the thrust pressure by an amount that is a function of the difference between the rotational speed and the first predetermined value and/or the swing torque and the second predetermined value;

comparing pitch and roll commands against pitch and roll feedback signals;

based on the comparison, outputting an error vector, the error vector comprising an adjustment for roll and an adjustment for pitch;

converting the error vector into an equivalent adjustment in cylinder position of a selected gripper; and

adjusting a cylinder position of the selected gripper according to the equivalent adjustment.

18. An excavation method, comprising:

providing an excavator comprising a cutter head for excavating in situ material, a body engaging the cutter head, and a plurality of grippers for applying pressure against opposing surfaces of an excavation to maintain the body in a selected position and orientation;

manually positioning the excavator in a selected first position adjacent to an excavation face;

comparing selected excavator sensed parameters against predetermined values to confirm that the excavator is properly configured;

commencing an automated first excavation sequence in which a first set of grippers engage opposing excavation surfaces of the excavation to maintain the body in a selected position and the excavator excavates material from the excavation face;

when a thrust actuator engaging the cutter head is extended a predetermined distance, commencing an automated repositioning sequence to reposition the excavator to a second position adjacent to the excavation face, wherein, in the automated repositioning sequence a second set of grippers, but not the first set of grippers, engage the opposing excavation surfaces; and

when the excavator is in the second position, confirming that the excavator is properly configured for an automated second excavation sequence; and

when properly configured, commencing an automated second excavation sequence, wherein the grippers comprise at least one hydraulic actuator and further comprising;

setting at least one hydraulic fluid-containing cavity in each of a first set of the hydraulic actuators to a pressure control function in which a pressure in the cavity is controlled;

setting at least one hydraulic fluid-containing cavity in each of a second set of the hydraulic actuators to a position control function in which a position of the corresponding actuator is controlled;

wherein a gripper comprises first and second hydraulic actuators and wherein at least a first cavity in the first hydraulic actuator is set to the pressure control function and at least a second cavity in the second hydraulic actuator is set to the position control function;

wherein a first hydraulic actuator comprises first and second cavities for receiving hydraulic fluid and wherein the first cavity is set to the pressure control function and the second cavity is set to the position control function;

wherein the first and second sets of hydraulic actuators are at least partially overlapping; and

setting at least one cavity in at least one of the hydraulic actuators to at least one of a differential position control function and a cooperating position/pressure control function.