US3873226A - Laser beam control system for road paving machines - Google Patents

Laser beam control system for road paving machines Download PDF

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US3873226A
US3873226A US378171A US37817173A US3873226A US 3873226 A US3873226 A US 3873226A US 378171 A US378171 A US 378171A US 37817173 A US37817173 A US 37817173A US 3873226 A US3873226 A US 3873226A
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tape
machine
indicia
working
earth
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Ted L Teach
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Trimble Inc
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LASERPLANE CORP
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/004Devices for guiding or controlling the machines along a predetermined path
    • E01C19/006Devices for guiding or controlling the machines along a predetermined path by laser or ultrasound
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/004Devices for guiding or controlling the machines along a predetermined path
    • E01C19/008Devices for guiding or controlling the machines along a predetermined path by reference lines placed along the road, e.g. wires co-operating with feeler elements
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/48Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
    • E01C19/4866Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ with solely non-vibratory or non-percussive pressing or smoothing means for consolidating or finishing
    • E01C19/4873Apparatus designed for railless operation

Definitions

  • ABSTRACT Apparatus for controlling the elevation of the pavement distributor head of a mobile road paving machine in predetermined relationship to a fixed horizontal plane, as set by a laser beam which is periodically swept across such plane, such apparatus comprising a tape dispensing device carried by the machine to dispense a tape of indefinite length therefrom at zero velocity relative to the surface being paved, and a tape reader for detecting indicia on the tape at predetermined intervals to increase or decrease the predetermined relationship between the pavement dispensing head and the fixed plane, to thereby increase or decrease the elevation of the paved surface at predetermined intervals.
  • such apparatus comprises a laser beam generating device remote from the machine to periodically project a laser beam along a multitude of paths lying in a horizontal plane, and a servo system, including a laser beam receiver carried by the machine, for sensing the height of the laser beam plane and for raising or lowering the elevation of the earth engaging tool to maintain a predetermined difference between the tool and the laser beam.
  • any earth working machine particularly a road paving machine, may be provided with a coil or reel of tape which is unwound onto the earth surface being worked as the machine moves along its intended path of travel.
  • This tape is provided with periodically spaced indicia which indicates the distance travelled by the machine.
  • the machine is provided with a servo system that includes a tape reader for reading the indicia on the tape and for changing the predetermined distance between the laser plane and the elevation of the earth working tool, such as the pavement distributor ofa paving machine, which is then being established by the laser beam control system.
  • an object of the present invention to provide an improved elevation control system for an earth working machine. More particularly, it is an object of the present invention to provide an improved laser beam actuated control system for accurately controlling the elevation of the earth working tool of an earth working machine as a variable function of the distance traversed by the machine from a known location as it moves along its intended path of travel, and it is an even more particular object of the present invention to provide a road paving machine with such an improved laser beam actuated control system for controlling the elevation of the vertically adjustable pavement distributor thereof.
  • FIG. 1 is a perspective view of a self-propelledtype of bituminous paving machine incorporating a control system in accordance with the present invention
  • FIG. 2 is a fragmentary plan view of a typical portion of the tape being dispensed by the paving machine of FIG. 1;
  • FIG. 3 is a schematic view of the control system of the paving machine.
  • FIG. 4 is a schematic view of a control which is an alternate to that shown in FIG. 3.
  • the control system of the present invention may be applied to a bituminous paving machine, shown generally at 11.
  • paving machine 11 may be considered to be of the self-powered type manufactured by the Construction Equipment Division of Blaw-Knox Company under the designation PF220, except as is otherwise hereinafter specifically described.
  • Paving machine 11 is shown as receiving a fresh load of bituminous paving material in a hopper portion at its front end from a conventional dump truck 12, shown fragmentarily.
  • a thin laterally extending layer of bituminous paving material 13 is applied to the road bed by one or more generally laterally extending pavement distributors, shown as two distributors 14 each of which may be considered toextend at a slight angle as it extends from the center of the road toward the edge, in order to properly crown the road for the drainage of water therefrom.
  • a laser beam receiving device of such a type is capable of adjustment in elevation, relative to the elevation of one or both of the pavement distributors, in increments of 0.01 feet over a total range of adjustment of 5 feet, there thereby being 500 different predetermined relationships between the elevations of the laser beam receiver and the controlled pavement distributor which can be selected by the operator.
  • This fact can be used to advantage to accurately and automatically control the grade of the paved surface at a non-horizontal angle or at a variable angle, that is at an angle which is not parallel to the plane along which the laser beam is projected or which periodically changes from the angle of such plane, by providing means to automatically select a different one of the 500 of such predetermined relationships as the machine travels to each of a plurality of different locations along its longitudinal path of travel from a known starting location.
  • Tape 19 is preferably of a weather-resistant, relatively non-stretchable material such as Mylar, and it is fed at zero velocity rel- 'ative to the paved surface over distributor 14, to be applied to the paved surface 13 by a floating press down wheel 2] which is attached to paving machine 11.
  • the longitudinal location on the tape at which it is desired to select one of the 500 predetermined relationships to be controlled by the laser beam actuated control system can be indicated by the binary coded placement of punched holes 22, it being necessary to have ninepositions at each longitudinal position along the tape, extending in lateral rows thereacross, where such holes can be placed or omitted to select from 500 possible predetermined locations.
  • the tape may also be advantageously provided with visually detectable station and elevation identification data, 23 and 24 respectively, to permit inspectors to verify the elevation or grade of the road after the paving machine has passed thereover. I
  • paving machine 11 To determine the distance that paving machine 11 has travelled from a known starting point by the binary coded placement of punched holes 22 thereon, paving machine 11 is provided with a tape reader 25 of conventional character. At the start of the paving operation, the tape 19 is pulled through reader 25 and is positioned properly on the ground at the start point. The tape reader will then sense the first location which is indicated on the tape 19 and will deliver this information, in binary code, to a memory circuit 26. The memory circuit 26, in turn, activates a driver 27 which is operatively connected to an electronic display panel 28. In the meanwhile the position of the vertically adjustable laser beam receiver 17 is mechanically sensed and is indicated on a mechanical counter 29, preferably mounted closely adjacent electronic display 28 at the operators station so that equivalent readings on the two devices can be quickly verified.
  • some simplification in the control circuitry may be achieved with the use of a tape 119 having eleven positions for the location of punched holes, rather than the nine positions on tape 19.
  • the first nine of such positions provide the display through the memory and driver circuits 26 and 27, as heretofore described.
  • the next two positions provide the elevation change information to an up-down decoder circuit 36 which determines any required change and appropriately instructs the up circuit 32 or down circuit 33.
  • Up circuit 32 or down circuit 33 as the case may be, in turn will to cause strobe 35 to strobe memory circuit 26 cause it to remember the new elevation rather than the previous elevation.
  • Apparatus for controlling the vertical height of a vertically adjustable working tool of a mobile earthworking machine comprising, in combination:
  • control means responsive to said laser beam for maintaining a pre-determined vertical relationship between said plane and the vertical height of said tool
  • adjustment means for changing said pre-determined relationship at predetermined locations along the intended path of travel of the said machine, said adjustment means comprising:
  • reader means responsive to said indicia and operatively associated with said control means for changing said predetermined relationship as a function of the distance traveled by said machine.
  • Apparatus according to claim 1 wherein said indicia on said tape comprises binary coded punched holes and wherein said reader means comprises a reader for reading binary coded information.
  • Apparatus for controlling the working height of an earth-working tool carried by a mobile vehicle and vertically adjustable relative thereto by power means comprising: l
  • a dispenser for said tape mounted on said vehicle and constructed and arranged to dispense tape as said vehicle moves from said reference point atzero velocity relative to the ground traversed;

Abstract

Apparatus for controlling the elevation of the pavement distributor head of a mobile road paving machine in predetermined relationship to a fixed horizontal plane, as set by a laser beam which is periodically swept across such plane, such apparatus comprising a tape dispensing device carried by the machine to dispense a tape of indefinite length therefrom at zero velocity relative to the surface being paved, and a tape reader for detecting indicia on the tape at predetermined intervals to increase or decrease the predetermined relationship between the pavement dispensing head and the fixed plane, to thereby increase or decrease the elevation of the paved surface at predetermined intervals.

Description

United States Patent [1 1 Teach Mar. 25, 1975 1 LASER BEAM CONTROL SYSTEM FOR ROAD PAVING MACHINES 211 App]. No.: 378,171
3,674,094 7/1972 Kuntz 404/84 X 3,691,916 9/1972 Martenson 3,709,116 1/1973 Whitbread 404/84 Primary ExaminerNile C. Byers, Jr, Attorney, Agent, or Firm-W. A. Schaich [57] ABSTRACT Apparatus for controlling the elevation of the pavement distributor head of a mobile road paving machine in predetermined relationship to a fixed horizontal plane, as set by a laser beam which is periodically swept across such plane, such apparatus comprising a tape dispensing device carried by the machine to dispense a tape of indefinite length therefrom at zero velocity relative to the surface being paved, and a tape reader for detecting indicia on the tape at predetermined intervals to increase or decrease the predetermined relationship between the pavement dispensing head and the fixed plane, to thereby increase or decrease the elevation of the paved surface at predetermined intervals.
8 Claims, 4 Drawing Figures PATENTED 3,873,226 sum 2 95 2 0 o o o o o o o o /v o o o 0 STATION G2 ELEVATION O O v RECEIVER f I l7 MECHANICAL ELECTRONIC COUNTER DISPLAY J lg DRIVER CONII'ROL. 4 T 7 Box -$j 5 ZQ l9 8 MEMORY up 4 32 DOWN 7 COMPARATOR FROM ZS rewzwm T0 Emmaomc DISPLAY E ismosz MEMORY L [J UP- DONN DECODER FIG. 4
LASER BEAM CONTROL SYSTEM FOR ROAD PAVING MACHINES GENERAL BACKGROUND OF THE INVENTION ln U.S. Pat. No. 3,588,349 to Robert H. Studebaker there is described apparatus for maintaining a predeter mined vertical relationship between the elevation of the working tool of an earth working machine and a fixed horizontal elevation. As described in the aforesaid Studebaker patent, such apparatus comprises a laser beam generating device remote from the machine to periodically project a laser beam along a multitude of paths lying in a horizontal plane, and a servo system, including a laser beam receiver carried by the machine, for sensing the height of the laser beam plane and for raising or lowering the elevation of the earth engaging tool to maintain a predetermined difference between the tool and the laser beam. To change the predetermined relationship between the laser plane and the tool of the earth working machine along the path of travel of the machine according to the teachings of the aforesaid Studebaker patent, however, for example to increase or decrease the elevation of a road at predetermined locations, and to thereby establish grade breaks or vertical curves, it-was necessary to manuallylocate each of such predetermined locations by conventional surveying techniques and to manually re-set the servo system ofthe machine as it reached each such location. This, of course, involved considerable work and expense, especially in regard to road paving machines where grade specifications are normally considerably more narrow than in the case of earth grading machines, and this requirement thereby has heretofore substantially impeded the application of the laser plane control system to road paving systems In accordance with the present invention, however, it has been found that the laser plane elevation control system of the aforesaid Studebaker patent can be successfully and economically applied to road paving machines, and without the need to establish, by manual surveying techniques, the elevation of a very great number of locations very closely spaced toone another along the length of the road being paved in order to generate grade breaks or vertical curves within acceptable standards. In accordance with the present invention, any earth working machine, particularly a road paving machine, may be provided with a coil or reel of tape which is unwound onto the earth surface being worked as the machine moves along its intended path of travel. This tape is provided with periodically spaced indicia which indicates the distance travelled by the machine. The machine is provided with a servo system that includes a tape reader for reading the indicia on the tape and for changing the predetermined distance between the laser plane and the elevation of the earth working tool, such as the pavement distributor ofa paving machine, which is then being established by the laser beam control system.
Accordingly, it is an object of the present inventionto provide an improved elevation control system for an earth working machine. More particularly, it is an object of the present invention to provide an improved laser beam actuated control system for accurately controlling the elevation of the earth working tool of an earth working machine as a variable function of the distance traversed by the machine from a known location as it moves along its intended path of travel, and it is an even more particular object of the present invention to provide a road paving machine with such an improved laser beam actuated control system for controlling the elevation of the vertically adjustable pavement distributor thereof.
For a further understanding of the present invention and the objects thereof, attention is directed to the vfollowing portion of the specification, to the drawing and to the appended claims.
DESCRIPTION OF THE DRAWING FIG. 1 is a perspective view of a self-propelledtype of bituminous paving machine incorporating a control system in accordance with the present invention;
FIG. 2 is a fragmentary plan view of a typical portion of the tape being dispensed by the paving machine of FIG. 1;
FIG. 3 is a schematic view of the control system of the paving machine; and
FIG. 4 is a schematic view of a control which is an alternate to that shown in FIG. 3.
DETAILED DESCRIPTION OF THE INVENTION As is shown in FIG. 1, the control system of the present invention may be applied to a bituminous paving machine, shown generally at 11. For purposes of illus' tration, paving machine 11 may be considered to be of the self-powered type manufactured by the Construction Equipment Division of Blaw-Knox Company under the designation PF220, except as is otherwise hereinafter specifically described. Paving machine 11 is shown as receiving a fresh load of bituminous paving material in a hopper portion at its front end from a conventional dump truck 12, shown fragmentarily. A thin laterally extending layer of bituminous paving material 13 is applied to the road bed by one or more generally laterally extending pavement distributors, shown as two distributors 14 each of which may be considered toextend at a slight angle as it extends from the center of the road toward the edge, in order to properly crown the road for the drainage of water therefrom.
Since the bed of the road being paved is generally not graded to elevation specifications as stringent as those to which the road must be paved, variations in grading are overcome by making the vertical elevation of distributors l4 adjustable, relative to the road bed, to apply paving material thereto in varying depth as the paving machine moves along its intended path of travel. Vertical adjustability of distributors 14 is accomplished by mounting each at the load end-of a first class lever arm 15, the other or force endof which is connected to the end of the cylinder rod of an hydraulic cylinder 16. Hydraulic fluid is controllably admitted under pressure to either the rod end or the open end of the piston to raise or lower the force end of arms 15 and to thereby lower or raise the load end thereof.
As is explained in the aforesaid Studebaker U.S. Pat.
No. 3,588,249, and also in U.S. Pat. No. 3,494,426 to Robert H. Studebaker, the control of hydraulic fluid to and from hydraulic cylinder 16 to maintain distributors 14 at a predetermined elevation may be controlled by a control system which senses the elevation of a plane along which a laser beam is periodically projected. To that end, machine 11 is provided with a vertically extending laser beam receiving device 17 which may be of the type described in the aforesaid U.S. Pat. No. 3,494,426, or the type described in my copending patent application Ser. No. 358,881, filed on May 10, 1973, and which is attached to lever arm as shown.
Typically, a laser beam receiving device of such a type is capable of adjustment in elevation, relative to the elevation of one or both of the pavement distributors, in increments of 0.01 feet over a total range of adjustment of 5 feet, there thereby being 500 different predetermined relationships between the elevations of the laser beam receiver and the controlled pavement distributor which can be selected by the operator. This fact can be used to advantage to accurately and automatically control the grade of the paved surface at a non-horizontal angle or at a variable angle, that is at an angle which is not parallel to the plane along which the laser beam is projected or which periodically changes from the angle of such plane, by providing means to automatically select a different one of the 500 of such predetermined relationships as the machine travels to each of a plurality of different locations along its longitudinal path of travel from a known starting location. These different locations can be accurately determined, without the need to manually locate each by conventional surveying techniques, by providing machine ll with a tape dispenser 18 to dispense a tape 19, on which each of the locations is pre-identified by detectable indicia and by dispensing the tape at zero velocity relative to the paved surface, as the paving machine moves along its path of travel. Tape 19 is preferably of a weather-resistant, relatively non-stretchable material such as Mylar, and it is fed at zero velocity rel- 'ative to the paved surface over distributor 14, to be applied to the paved surface 13 by a floating press down wheel 2] which is attached to paving machine 11.
As is shown in FIG. 2, the longitudinal location on the tape at which it is desired to select one of the 500 predetermined relationships to be controlled by the laser beam actuated control system can be indicated by the binary coded placement of punched holes 22, it being necessary to have ninepositions at each longitudinal position along the tape, extending in lateral rows thereacross, where such holes can be placed or omitted to select from 500 possible predetermined locations. The tape may also be advantageously provided with visually detectable station and elevation identification data, 23 and 24 respectively, to permit inspectors to verify the elevation or grade of the road after the paving machine has passed thereover. I
To determine the distance that paving machine 11 has travelled from a known starting point by the binary coded placement of punched holes 22 thereon, paving machine 11 is provided with a tape reader 25 of conventional character. At the start of the paving operation, the tape 19 is pulled through reader 25 and is positioned properly on the ground at the start point. The tape reader will then sense the first location which is indicated on the tape 19 and will deliver this information, in binary code, to a memory circuit 26. The memory circuit 26, in turn, activates a driver 27 which is operatively connected to an electronic display panel 28. In the meanwhile the position of the vertically adjustable laser beam receiver 17 is mechanically sensed and is indicated on a mechanical counter 29, preferably mounted closely adjacent electronic display 28 at the operators station so that equivalent readings on the two devices can be quickly verified.
As the paving machine 11 moves along its intended path of travel it will reach the first point where it is desired to effect an elevation change, changes usually being made in increments of 0.01 feet, for the type of laser beam receivers heretofore described. At this point the new instructions on the tape 19 are read by reader 25, and this information is simultaneously passed to memory circuit 26 and to a comparator circuit 31. The comparator circuit will sense that this position is greater or less than that indicated by the information stored in the memory circuit, and will then feed a signal to the up circuit 32, or to the down" circuit 33, which will instruct the control box 34 to raise or lower, respectively, the laser beam receiver 17 by one increment. At the same time up circuit 32 or down circuit 33, as the case may be, will cause a strobe 35 to erase the information stored in memory circuit 26 and will replace it with information as to the new elevation. Mechanical counter 29 and electronic display 28 must now each indicate the new elevation.
To generate a linear grade break by the utilization of the aforesaid control system, for example one of 1 foot per feet, it will be necessary to raise or lower the mast 17 by one increment of 0.01 feet for each foot of forward travel, and to generate a grade break of 2 feet per 100 feet, it will be necessary to raise or lower the mast by one increment of 0.01 feet for each 0.5 feet of forward travel. Vertical curves can also be generated by the utilization of the control system by maintaining uneven spacing between the points on the tape where the rows of punched holes are located.
As is shown in FIG. 4, some simplification in the control circuitry may be achieved with the use of a tape 119 having eleven positions for the location of punched holes, rather than the nine positions on tape 19. The first nine of such positions provide the display through the memory and driver circuits 26 and 27, as heretofore described. The next two positions provide the elevation change information to an up-down decoder circuit 36 which determines any required change and appropriately instructs the up circuit 32 or down circuit 33. Up circuit 32 or down circuit 33, as the case may be, in turn will to cause strobe 35 to strobe memory circuit 26 cause it to remember the new elevation rather than the previous elevation.
It is to be pointed out that the forward advance of a self-propelled type of paving machine of the type described herein, for the purpose of the practice of the present invention, can be measured by a ground contacting fifth wheel rather than by the tape dispensing arrangement described above. However, it is felt, with the present state of the art of such devices, that the use thereof would involve some chance of error arising from slippage of the wheel relative to the ground.
The best mode known to me to carry out this invention has been described above in terms sufficiently full, clear, concise and exact so as to enable any person skilled in the art to make and use the same. It is to be understood, however, that it is within my contemplation that certain modifications of the above described mode of practicing the invention can be made by a skilled artisan without departing from the scope of the invention, and it is therefore desired to limit the invention only in accordance with the appended claims.
I claim:
1. Apparatus for controlling the vertical height of a vertically adjustable working tool of a mobile earthworking machine, said apparatus comprising, in combination:
means for sensing the elevation of a laser beam periodically moving in a pre-determined substantially horizontal plane;
control means responsive to said laser beam for maintaining a pre-determined vertical relationship between said plane and the vertical height of said tool; and
adjustment means for changing said pre-determined relationship at predetermined locations along the intended path of travel of the said machine, said adjustment means comprising:
1. means on the machine for dispensing an indicia bearing tape measuring the distance traveled by said machine as said machine moves along its path of travel, and
2. reader means responsive to said indicia and operatively associated with said control means for changing said predetermined relationship as a function of the distance traveled by said machine.
2. Apparatus according to claim 1 wherein said mobile earth-working machine is a paving machine and wherein said working tool is the pavement distributor portion thereof.
3. Apparatus according to claim 1 wherein said indicia on said tape comprises binary coded punched holes and wherein said reader means comprises a reader for reading binary coded information.
4. The method for controlling the vertical height of a vertically adjustable working tool of a mobile earthworking machine comprising the steps:
I. sensing the elevation of a pre-determined substan tially horizontal plane;
2. controlling the height of the adjustable tool in a pre-determined relationship to said substantially horizontal plane;
3. accurately measuring the distance traveled by said earth-working machine as it moves along its path of travel by dispensing a tape therefrom at a predetermined rate relative to its velocity of travel, said tape bearing detectable indicia along its length; and
4. changing the pre-determined relationship between the height of said adjustable tool and said substan- 6 tially horizontal plane in response to the indicia carried by said tape.
5. The method according to claim 4 wherein the tape is dispensed at zero velocity relative to the ground traversed by said machine.
6. The method according to claim 4 wherein said mobile earth working machine is a road paving machine and wherein said working tool is the pavement distributor portion thereof.
7. The method of controlling the effective height of an earth-working tool carried by a mobile vehicle and vertically adjustable relative thereto comprising:
l. moving the vehicle along a known path from a known reference point;
2. dispensing a tape from a dispensing reel on said vehicle at zero velocity relative to the ground traversed by the vehicle, whereby the length of tape dispensed measures the linear movement of the vehicle from said reference point;
3. providing indicia on said tape corresponding to desired elevations of said earth-working tool at points along the vehicle path; and
4. reading said indidia as said tape is dispensed and adjusting the height of said tool in response to said reading.
8. Apparatus for controlling the working height of an earth-working tool carried by a mobile vehicle and vertically adjustable relative thereto by power means comprising: l
l. a flexible tape bearing indicia corresponding to desired elevations of said earth-working tool at points spaced from a' reference point;
2. a dispenser for said tape mounted on said vehicle and constructed and arranged to dispense tape as said vehicle moves from said reference point atzero velocity relative to the ground traversed;
3. electronic means for reading said indicia as said tape is dispensed; and
4. means for controlling said power means in response to the reading of said indicia, thereby adjusting the working height of said earth-working tool as the vehicle moves from said reference point.
i l l l

Claims (18)

1. Apparatus for controlling the vertical height of a vertically adjustable working tool of a mobile earth-working machine, said apparatus comprising, in combination: means for sensing the elevation of a laser beam periodically moving in a pre-determined substantially horizontal plane; control means responsive to said laser beam for maintaining a pre-determined vertical relationship between said plane and the vertical height of said tool; and adjustment means for changing said pre-determined relationship at pre-determined locations along the intended path of travel of the said machine, said adjustment means comprising: 1. means on the machine for dispensing an indicia bearing tape measuring the distance traveled by said machine as said machine moves along its path of travel, and 2. reader meaNs responsive to said indicia and operatively associated with said control means for changing said predetermined relationship as a function of the distance traveled by said machine.
2. reader meaNs responsive to said indicia and operatively associated with said control means for changing said predetermined relationship as a function of the distance traveled by said machine.
2. Apparatus according to claim 1 wherein said mobile earth-working machine is a paving machine and wherein said working tool is the pavement distributor portion thereof.
2. dispensing a tape from a dispensing reel on said vehicle at zero velocity relative to the ground traversed by the vehicle, whereby the length of tape dispensed measures the linear movement of the vehicle from said reference point;
2. a dispenser for said tape mounted on said vehicle and constructed and arranged to dispense tape as said vehicle moves from said reference point at zero velocity relative to the ground traversed;
2. controlling the height of the adjustable tool in a pre-determined relationship to said substantially horizontal plane;
3. accurately measuring the distance traveled by said earth-working machine as it moves along its path of travel by dispensing a tape therefrom at a pre-determined rate relative to its velocity of travel, said tape bearing detectable indicia along its length; and
3. providing indicia on said tape corresponding to desired elevations of said earth-working tool at points along the vehicle path; and
3. electronic means for reading said indicia as said tape is dispensed; and
3. Apparatus according to claim 1 wherein said indicia on said tape comprises binary coded punched holes and wherein said reader means comprises a reader for reading binary coded information.
4. reading said indicia as said tape is dispensed and adjusting the height of said tool in response to said reading.
4. The method for controlling the vertical height of a vertically adjustable working tool of a mobile earthworking machine comprising the steps: l. sensing the elevation of a pre-determined substantially horizontal plane;
4. changing the pre-determined relationship between the height of said adjustable tool and said substantially horizontal plane in response to the indicia carried by said tape.
4. means for controlling said power means in response to the reading of said indicia, thereby adjusting the working height of said earth-working tool as the vehicle moves from said reference point.
5. The method according to claim 4 wherein the tape is dispensed at zero velocity relative to the ground traversed by said machine.
6. The method according to claim 4 wherein said mobile earth working machine is a road paving machine and wherein said working tool is the pavement distributor portion thereof.
7. The method of controlling the effective height of an earth-working tool carried by a mobile vehicle and vertically adjustable relative thereto comprising:
8. Apparatus for controlling the working height of an earth-working tool carried by a mobile vehicle and vertically adjustable relative thereto by power means comprising:
US378171A 1973-07-11 1973-07-11 Laser beam control system for road paving machines Expired - Lifetime US3873226A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
US378171A US3873226A (en) 1973-07-11 1973-07-11 Laser beam control system for road paving machines
US05/557,572 US3953145A (en) 1973-07-11 1975-03-12 Laser beam control system for earthworking or similar machines

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Cited By (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4103973A (en) * 1977-04-06 1978-08-01 Cutler Repaving, Inc. Depth control for asphalt pavement milling machine
US4655633A (en) * 1985-09-23 1987-04-07 David W. Somero Screeding apparatus and method
US4830489A (en) * 1986-08-20 1989-05-16 Spectra-Physics, Inc. Three dimensional laser beam survey system
US4852278A (en) * 1986-06-27 1989-08-01 Kajima Corporation Method and apparatus for grading and measuring a surface having a curved profile
US4861189A (en) * 1987-02-26 1989-08-29 Kajima Corporation System for paving inclined and/or curved surfaces
US4895440A (en) * 1988-08-22 1990-01-23 Spectra-Physics, Inc. Laser-based measurement system
US4930935A (en) * 1988-12-29 1990-06-05 David W. Somero Screeding apparatus and method
US4978246A (en) * 1989-07-18 1990-12-18 Quenzi Philip J Apparatus and method for controlling laser guided machines
US5000564A (en) * 1990-03-09 1991-03-19 Spectra-Physics, Inc. Laser beam measurement system
US5039249A (en) * 1989-08-18 1991-08-13 Hansen Joel D Apparatus for screening and trowelling concrete
US5076690A (en) * 1990-05-14 1991-12-31 Spectra-Physics Laserplane, Inc. Computer aided positioning system and method
US5137354A (en) * 1990-07-18 1992-08-11 Spectra-Physics, Inc. Computer aided three dimensional positioning sensing system and method
US5201603A (en) * 1991-05-17 1993-04-13 Caterpillar Paving Products Inc. Tow point for an asphalt paver
US5375663A (en) * 1993-04-01 1994-12-27 Spectra-Physics Laserplane, Inc. Earthmoving apparatus and method for grading land providing continuous resurveying
US5517419A (en) * 1993-07-22 1996-05-14 Synectics Corporation Advanced terrain mapping system
US6203244B1 (en) 1998-01-15 2001-03-20 Van-Boh Systems, Inc. Screeding apparatus
US20030161684A1 (en) * 2002-02-27 2003-08-28 Quenzi Philip J. Apparatus and method for subgrade preparation
US20060008323A1 (en) * 2004-07-06 2006-01-12 Torvinen Jeffrey W Apparatus and method for subgrade preparation
AU2005232270B1 (en) * 2005-11-10 2006-07-20 Kevin James Moller A Laser Leveling System
US20080249738A1 (en) * 2003-06-17 2008-10-09 Robert Ernest Troxler Method of determining a dimension of a sample of a construction material and associated apparatus
US20100296867A1 (en) * 2009-05-20 2010-11-25 Joseph Voegele Ag Road finisher
CN104328728A (en) * 2014-10-29 2015-02-04 湖南三一路面机械有限公司 Paver and contrition method thereof
US20150330054A1 (en) * 2014-05-16 2015-11-19 Topcon Positioning Systems, Inc. Optical Sensing a Distance from a Range Sensing Apparatus and Method
US9273951B2 (en) 2011-06-06 2016-03-01 Troxler Electronic Laboratories, Inc. Optical method and apparatus for determining a characteristic such as volume and density of an excavated void in a construction material
US9290891B1 (en) 2013-11-20 2016-03-22 Buck Wayne Caswell Laser guide apparatus, system and method for asphalt paving equipment
US9587938B2 (en) 2003-06-17 2017-03-07 Troxler Electronic Laboratories, Inc. Method and apparatus for determining a characteristic of a construction material
US11686051B2 (en) 2021-11-09 2023-06-27 Pim Cs Llc Ponding alleviation process

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US2916836A (en) * 1955-06-24 1959-12-15 Karl J Stewart Photoelectric automatic blade level control
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US3604512A (en) * 1969-09-16 1971-09-14 Caterpillar Tractor Co Electrooptical control system for vehicles
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US3691916A (en) * 1970-12-30 1972-09-19 Barber Greene Co Proportional screed control for a finisher
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US2796685A (en) * 1951-12-15 1957-06-25 Bensinger Isabell Mck Method and apparatus for earth grading and allied arts
US2916836A (en) * 1955-06-24 1959-12-15 Karl J Stewart Photoelectric automatic blade level control
US3071049A (en) * 1959-12-21 1963-01-01 Impresa Pizzarotti & C S R L Method and apparatus for laying a bituminous road mat
US3554291A (en) * 1967-11-08 1971-01-12 Baldwin Lima Hamilton Corp Level and slope control for surfacing machines
US3540360A (en) * 1968-08-02 1970-11-17 Cmi Corp Control systems for road construction machinery
US3604512A (en) * 1969-09-16 1971-09-14 Caterpillar Tractor Co Electrooptical control system for vehicles
US3709116A (en) * 1970-03-02 1973-01-09 British Railways Board Slip-form paving machines
US3674094A (en) * 1970-08-31 1972-07-04 Honeywell Inc Automatic slope controller
US3691916A (en) * 1970-12-30 1972-09-19 Barber Greene Co Proportional screed control for a finisher

Cited By (31)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4103973A (en) * 1977-04-06 1978-08-01 Cutler Repaving, Inc. Depth control for asphalt pavement milling machine
US4655633A (en) * 1985-09-23 1987-04-07 David W. Somero Screeding apparatus and method
US4852278A (en) * 1986-06-27 1989-08-01 Kajima Corporation Method and apparatus for grading and measuring a surface having a curved profile
US4830489A (en) * 1986-08-20 1989-05-16 Spectra-Physics, Inc. Three dimensional laser beam survey system
US4861189A (en) * 1987-02-26 1989-08-29 Kajima Corporation System for paving inclined and/or curved surfaces
US4895440A (en) * 1988-08-22 1990-01-23 Spectra-Physics, Inc. Laser-based measurement system
US4930935A (en) * 1988-12-29 1990-06-05 David W. Somero Screeding apparatus and method
US4978246A (en) * 1989-07-18 1990-12-18 Quenzi Philip J Apparatus and method for controlling laser guided machines
US5039249A (en) * 1989-08-18 1991-08-13 Hansen Joel D Apparatus for screening and trowelling concrete
US5000564A (en) * 1990-03-09 1991-03-19 Spectra-Physics, Inc. Laser beam measurement system
US5076690A (en) * 1990-05-14 1991-12-31 Spectra-Physics Laserplane, Inc. Computer aided positioning system and method
US5137354A (en) * 1990-07-18 1992-08-11 Spectra-Physics, Inc. Computer aided three dimensional positioning sensing system and method
US5201603A (en) * 1991-05-17 1993-04-13 Caterpillar Paving Products Inc. Tow point for an asphalt paver
US5375663A (en) * 1993-04-01 1994-12-27 Spectra-Physics Laserplane, Inc. Earthmoving apparatus and method for grading land providing continuous resurveying
US5517419A (en) * 1993-07-22 1996-05-14 Synectics Corporation Advanced terrain mapping system
US6203244B1 (en) 1998-01-15 2001-03-20 Van-Boh Systems, Inc. Screeding apparatus
US20030161684A1 (en) * 2002-02-27 2003-08-28 Quenzi Philip J. Apparatus and method for subgrade preparation
US20080249738A1 (en) * 2003-06-17 2008-10-09 Robert Ernest Troxler Method of determining a dimension of a sample of a construction material and associated apparatus
US9587938B2 (en) 2003-06-17 2017-03-07 Troxler Electronic Laboratories, Inc. Method and apparatus for determining a characteristic of a construction material
US8185344B2 (en) 2003-06-17 2012-05-22 Troxler Electronic Laboratories, Inc. Method of determining a dimension of a sample of a construction material and associated apparatus
US20060008323A1 (en) * 2004-07-06 2006-01-12 Torvinen Jeffrey W Apparatus and method for subgrade preparation
US7311466B2 (en) 2004-07-06 2007-12-25 Somero Enterprises, Inc. Apparatus and method for subgrade preparation
AU2005232270B1 (en) * 2005-11-10 2006-07-20 Kevin James Moller A Laser Leveling System
US8337118B2 (en) * 2009-05-20 2012-12-25 Joseph Vögele AG Road finisher
US20100296867A1 (en) * 2009-05-20 2010-11-25 Joseph Voegele Ag Road finisher
US9273951B2 (en) 2011-06-06 2016-03-01 Troxler Electronic Laboratories, Inc. Optical method and apparatus for determining a characteristic such as volume and density of an excavated void in a construction material
US9290891B1 (en) 2013-11-20 2016-03-22 Buck Wayne Caswell Laser guide apparatus, system and method for asphalt paving equipment
US9447551B1 (en) 2013-11-20 2016-09-20 Buck Wayne Caswell Laser guide apparatus, system and method for asphalt paving equipment
US20150330054A1 (en) * 2014-05-16 2015-11-19 Topcon Positioning Systems, Inc. Optical Sensing a Distance from a Range Sensing Apparatus and Method
CN104328728A (en) * 2014-10-29 2015-02-04 湖南三一路面机械有限公司 Paver and contrition method thereof
US11686051B2 (en) 2021-11-09 2023-06-27 Pim Cs Llc Ponding alleviation process

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