The present novel technology relates generally to the field of mechanical engineering, and, more particularly, to a method and apparatus for preventing a back hoe bucket from digging beyond a predetermined depth or grade.
Keeping on grade while digging with a back hoe continues to be a challenge even for the most experienced operators. More so than most digging machines, the extended lever arm of the hoe combined with the downward digging forces applied to produce wiggling and vibration of the hoe arm and bucket. Even experienced operators, having developed a tactile ‘feel’ for how well the bucket is digging and cutting, have difficulty maintaining grade, and the more precisely grade must be maintained, the more difficult and draining the job. While very good operators are able to maintain grade reasonably well even over prolonged digging sessions, the job does take its toll both physically and mentally.
Conventional laser alignment and even GPS guided devices have been developed to give the operator more reliable feedback regarding how close the digging bucket is to the desired grade. Such devices provide feedback to the operator that the bucket is too high, too low, or on grade at any given time during the digging operation. However, the operator must still receive and manually respond to the feedback signals (up or down) provided by the devices. Such constant correction of the bucket depth has proven to be physically demanding and exhausting.
Thus, there is a need for a system for automatically preventing overdigging and for automatically keeping the excavation on a predetermined grade. The present novel technology addresses this need.
The present novel technology relates to a method and apparatus for maintaining a predetermined grade while digging with a back hoe. One object of the present novel technology is to provide an improved means for generating laser lines. Related objects and advantages of the present novel technology will be apparent from the following description.
For the purposes of promoting an understanding of the principles of the novel technology and presenting its currently understood best mode of operation, reference will now be made to the embodiments illustrated in the drawings and specific language will be used to describe the same. It will nevertheless be understood that no limitation of the scope of the novel technology is thereby intended, with such alterations and further modifications in the illustrated device and such further applications of the principles of the novel technology as illustrated therein being contemplated as would normally occur to one skilled in the art to which the novel technology relates.
A first embodiment of the present novel technology is illustrated in FIGS. 1 and 3-9C, a system 10 for automatically preventing a track hoe bucket, back hoe bucket, loader bucket, skid loader bucket or like bucket or shovel from digging substantially deeper than a predetermined grade depth parameter. While the following example and drawings focus on a hoe bucket, the claimed novel technology is not limited to a hoe system and includes other digging machines, such as front loaders and the like. The system 10 includes a position sensor 15 and a depth sensor 20 operationally connected to a microprocessor 25 and likewise connected in communication with a reference signal 30. The sensors 15, 20 may be separate, or may both be the same (such as a GPS transceiver). Further, some embodiments may only have a depth sensor 20, while others may only have a position sensor 15. The reference signal 30 may be from a GPS satellite, a laser, or the like.
The microprocessor 25 is also connected to an actuator assembly 37. The actuator assembly typically 37 includes a pressure source or pump 40, such as a hydraulic or pneumatic pump 40 is connected in fluidic communication with at least one hydraulic or pneumatic cylinder 45. The hydraulic cylinder 45 is fixedly, and typically pivotably, connected to a hoe or shovel bucket or blade 50 having a cutting edge or teeth 53. While actuator assembly 37 is described herein as being of the pressurized piston/cylinder type, actuator assembly 37 may likewise include other types of actuators, such as mechanical, electromechanical, or the like.
Bucket 50 is likewise connected to the distal portion of a hoe armature 51. The hydraulic cylinder 45 is also operationally connected to an interrupt bar 55, which is likewise pivotably connected to the bucket 50. The position and depth sensors 15, 20 are likewise operationally connected to the bucket 50 such that the depth of the bucket, and the cutting edge 53, is either directly measured (such as by direct attachment of the sensor(s) 15, 20 to the bucket 50), or calculated (such as by connection of the sensor(s) 15, 20 to a predetermined position on the distal portion of the armature 51 connected to the bucket 50).
In operation 100, as schematically illustrated in
The interrupt bar 55 is typically an elongated member made of a structural material, such as steel. The interrupt bar 55 is more typically rounded or generally cylindrical. The interrupt bar 55 is generally U-shaped, having an elongated and generally rounded middle portion 70 and parallel connection members 75 extending from either end of the middle portion at generally right angles from the axis of the middle portion 70. The middle portion 70 and connection members 75 may define a unitary piece (see
In other embodiments, the grade predetermination function of the microprocessor may be replaced by a mechanical grade indicator, such as a string, line or surface, and the microprocessor voltage or signal generation function may be replaced mechanically, such as by a contact switch or control armature or member.
In one embodiment, as shown in
In another embodiment, as shown in
If the system 10 has already been configured, the user begins by zeroing the system 10 (1520). Zeroing the system 10 is performed by maneuvering the bucket to just touch the ground. In some implementations, the system's sensors will automatically zero the system 10 (1520). For example, a laser range finder may automatically determine the zero point for the system 10. The user then enters the desired digging depth (1530). Alternatively, if a trench or hole or the like is already partially existing, the user can simply maneuver the bucket to rest upon the bottom of the trench or hole or the like to enter the desired digging depth (1530). In some implementations, the system 10 will emit a sound, in addition to automatically leveling the bucket, when the bucket has reached the desired digging depth or grade.
The system 10 then receives the remainder of the parameters of the excavation from the user (1540). For example, some excavations may require the sides of the excavation have a slope different than perpendicular to the bottom of the hole or trench. In such a case, the user can enter a desired slope. Alternatively, the user can have the system 10 register and duplicate an existing slope by maneuver the bucket to press flat against an already existing sloped partial excavation. For example, a water retention pond may already be partially dug. A user can have the system 10 register and duplicate the existing slope of the partially dug water retention pond by maneuvering the bucket such that the back of the bucket is pressed against the existing side of the retention pond. Note that a user can also simply enter in the entire profile of an excavation (length, width, slope, and depth of the excavation) rather than enter the data in a piecemeal manner. The use of a profile also enables the user to register a stop point in the excavation and begin from that point at a later time. For example, a user could register a stop point, break for lunch, and then begin from that stop point after lunch. Additionally while presented singularly, multiple values can be entered into the system 10 for more complex excavations. For example, a terraced retention pond with multiple plateaus and multiple angled sloped sides could also be entered and excavated by the system 10.
During the excavation, the system will automatically tilt the bucket (1550) accordingly as the excavation nears the desired grade or depth. For example, the system 10 will tilt the bucket upwards as the dug depth nears the desired grade. In this way, the system 10 prevents digging the user from digging too deep. In some implementations, the angle of the bucket's teeth with respect to the horizon when the bucket is near grade is modeled by the system 10 as the angle=(gain*2.5)*(inches above grade) or angle=−(gain*2.5)*(inches below grade), where the maximum value of inches is 24 and gain is a user configured parameter. The angle is continuously adjusted as the bucket moves.
Upon reaching the desired grade, the system 10 will emit a tone (1560) that instructs the operator that the desired grade has been achieved. The system 10 will also emit a second tone in the event that a grade greater than the desired grade has been reached. The second tone functions to instruct the operator to stop digging and to possibly put back some of the removed dirt back into the area that was being dug.
While the novel technology has been illustrated and described in detail in the drawings and foregoing description, the same is to be considered as illustrative and not restrictive in character. It is understood that the embodiments have been shown and described in the foregoing specification in satisfaction of the best mode and enablement requirements. It is understood that one of ordinary skill in the art could readily make a nigh-infinite number of insubstantial changes and modifications to the above-described embodiments and that it would be impractical to attempt to describe all such embodiment variations in the present specification. Accordingly, it is understood that all changes and modifications that come within the spirit of the novel technology are desired to be protected.
This patent application is a continuation in part of and claims priority to co-pending U.S. patent application Ser. No. 13/774,062, filed on Feb. 22, 2013, which claim priority to then co-pending U.S. patent application Ser. No. 12/876,080, filed on Sep. 3, 2010, and issued on May 7, 2013, as U.S. Pat. No. 8,437,921, which claimed priority to then co-pending U.S. Provisional Patent Application Ser. No. 61/240,158, filed on Sep. 4, 2009. This patent application also claims priority to co-pending U.S. Provisional Patent Application Ser. No. 61/727,982, filed on Nov. 19, 2012.
Number | Date | Country | |
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61240158 | Sep 2009 | US | |
61727982 | Nov 2012 | US |
Number | Date | Country | |
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Parent | 13774062 | Feb 2013 | US |
Child | 14084046 | US | |
Parent | 12876080 | Sep 2010 | US |
Child | 13774062 | US |