US3190376A - Boring head - Google Patents

Boring head Download PDF

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US3190376A
US3190376A US169833A US16983362A US3190376A US 3190376 A US3190376 A US 3190376A US 169833 A US169833 A US 169833A US 16983362 A US16983362 A US 16983362A US 3190376 A US3190376 A US 3190376A
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earth
casing
boring
motor
hub
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Eugene A Christensen
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B10/00Drill bits
    • E21B10/08Roller bits
    • E21B10/16Roller bits characterised by tooth form or arrangement
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B21/00Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor
    • E21B21/12Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor using drilling pipes with plural fluid passages, e.g. closed circulation systems
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00Drives for drilling, used in the borehole
    • E21B4/04Electric drives
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/003Drilling with mechanical conveying means
    • E21B7/005Drilling with mechanical conveying means with helical conveying means
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/04Directional drilling
    • E21B7/046Directional drilling horizontal drilling

Definitions

  • This invention relates to an earth boring device of the rotary type and is particularly concerned with the formation of tunnels or passageways in a horizontal direction as for example under roadways so as to avoid the digging of open ditches there-across.
  • the earth boring device of the present invention it is a primary objective of the present invention, to provide an earth boring device operative in a novel manner to more rapidly and more eificiently form passageways through the earth of any desired cross-sectional shape.
  • Another object of the present invention is to provide an earth boring tool which is inherently less likely to become damaged because of impact loads or overloads.
  • a further object of this invention in accordance with the foregoing objects, is to provide an earth boring device which is more efiiciently operative because of a direct connection between its power source and the boring head and further because of a reduced back-up pressure of the earth dislodged and displaced by the boring head.
  • An additional object of this invention in accordance with the foregoing objects, is to provide a boring device which is operative to more rapidly remove solid, par-ticulate material such as the earth excavated in forming the passageway or tunnels by conditioning the dislodged and displaced earth for more rapid removal by rendering said earth more fluent prior to removal thereof through the earth boring device.
  • more rapid removal is made possible by the utilization of suction pressure and further by virtue of the direct connection between the boring head motor and the boring head thereby operating at higher speeds.
  • a still further object of the present invention is to provide a boring device operative in accordance with the foregoing principles, and capable by the proper selection of certain parts thereof, to form passageways of any desired cross-sectional shape.
  • FIGURE 1 is a side elevational View of one form of earth boring device in operative position excavating a horizontal tunnel.
  • FIGURE 2 is a top plan view of the earth boring device illustrated in FIGURE 1.
  • FIGURE 3 is a rear end view of the earth boring device as viewed from a plane indicated by section line 3-3 of FIGURE 1.
  • FIGURE 4 is a longitudinal sectional view of the earth boring device taken through a plane indicated by section line 4'4 of FIGURE 2.
  • FIGURE 5 is a sectional view through the earth boring device taken through a plane indicated by section line 5-5 in FIGURE 4.
  • FIGURE 6 is a transverse sectional view taken substantially through a plane indicated by section line 66 in FIGURE 5.
  • FIGURE 7 is an enlarged partial sectional view of a portion of the boring device.
  • FIGURE 8 is an enlarged partial sectional view taken substantially through a plane indicated by section line 8-8 in FIGURE 5.
  • FIGURE 9 is an enlarged diagrammatic view illustrating the arrangement of cutting teeth on a boring head hub rotor.
  • FIGURE 10 is a partial sectional View taken substantially through a plane indicated by section line 1010 in FIGURE 5.
  • FIGURE 11 is an enlarged perspective view of a cutting tooth element utilized on the boring device.
  • FIGURE 12 is a partial front transverse sectional View illustrating a modified form of earth boring device.
  • FIGURE 13 is a partial sectional view similar to that of FIGURE 12 illustrating a second modified form of earth boring device.
  • an earth boring device generally referred to by reference numeral 10 is illustrated in FIGURES 1, 2 and 3 in the process of forming a horizontal tunnel or passageway 12 beneath the surface of the earth.
  • the earth boring device 10 includes therefore an outer casing member generally referred to by reference numeral 14 the cross-sectional shape of which corresponds to the cross sectional shape of the tunnel 12 being formed.
  • the tunnel 12 being formed is circular in cross section so that the casing member 14 will be cylindrical in shape.
  • the casing member 14 mounts forwardly thereof a projecting boring head assembly generally referred to by reference numeral 16 which includes a pair of rotatable rotor hubs 18 mounted for rotation about a horizontal axis fixed with respect to the casing member 14 but disposed forwardly thereof and extending at an angle transversely to the longitudinal axis of the casing member.
  • the rotor hub members 18 in the illustrated embodiment are substantially semispherical in shape and have externally mounted thereon a plurality of earth cutting means 20 one of which is more clearly shown in FIGURE 11.
  • the teeth 26* may accordingly be welded to the external surface 22 of its rotor and includes a radially extending straight leading edge 24 with respect to the rotational direction of the hub member 18 and a trailing edge including a beveled surface portion 26.
  • all of the cutting teeth elements 20 will be of equal radial length in order to form the passageway 12 which is circular in cross section.
  • an earth removal suction hose 28 which is connected by a suitable fitting to a material retaining plate member 30 connected to the rear end of the casing member 14 across the bottom portion thereof and as more clearly seen in FIGURE 3.
  • a water inlet hose 32 by means of which water 7 under pressure is supplied to the device 10 for purposes to be hereafter explained.
  • the boring head assembly 16 disposed forwardly of the tubular casing member 14 includes a vertically disposed mountingplate 36 which is welded internally of the tubular casing member 1 4 thro'ughout a substantial longitudinal length thereof,and projects forwardly therefrom terminating ina semi-circuclearly seen in FIGURE 8.
  • the mounting plate member 36 is Welded to the gusset plate 42 which in turn is welded and geometrically flat sided shapes.
  • a motor shaft 46 to which the rotatable boring hubs 18 are connected, It will" be'ob-' served, that the boring hubs 18being substantiallyse'mispherical in shape, are-closely spacedy from each other on opposite sides of'the mounting plate member 36 and extend partially into the tubularcasin'g member 1410 completely enclose therebetweenthe boring head motor 44 and forman annular inlet passage at the-forward endl of the casing'member, Accordingly,leaoh of the/boring hubs 18 includes an internally projecting boss portion 48 rigidly connected by any' suitable keying'meaus to the projecting motorjshaft 46, the remote ends of which are threaded to receive an assembly nut 50 spaced from the seat of a central recess 52 in the external surfaceZZ of the hub 18 by means of the washer element 54
  • annular V rim portions 58 are therefore provided with an annular therotor hub' members l2; mounting cutting teeth of equal I radiallength, will be operative to cut a tunnel which is circular in cross-section corresponding to the circular cross-section of the tubular casing member 14.
  • tubular casing member 14 may be replaced by a tubular casing 70 that is square in cross-sections, Accordingly, when "utilizing a semispherical boring hub 13, the earth cutting teeth 72 will necessarily be of different radial lengths so asto cut the cross sectionally square formation.
  • FIGURE ,12 different variations in the length of the cuttingteetn 72 may produce oval variations of the circular cross-section as described with respect to the device 10 illustrated; in FIGURES l, 2 and 3;
  • the same tubular casing member 70 may be utilized in association with earth cutting teeth 2% of equal length, mounted howeveron cylindrical type ofhub rotors '74.
  • the earth boring device of the present invention may be modified by replacement of the tubular casing member with any desired cross sectional shapeassociated either with'cutting teeth of equal length mounted on the appropriately shaped boring hub orby mounting of cutting teeth of ditlerent lengths upon-the boring hub.
  • the widefiexibility in the cross sectional shapes of the tunnelto be bored is thereby made possibleby the practice of the presentinvention.
  • the forward means as is well known in .the art, such asia hydraulic jack or the like through the horizontal tunnels or passageway 12 being cut. It will be-appreciated thatit is essential notonly to remove'the displacedearth dislodged by the boring head assembly 16 so as'tol'maintain the passageway 12'clear, but it is also necessary to remove such dislodged earth at a sufliciently" rapid rate so as to prevent the back pressure thereot'from impeding operation of the boring head assembly-'16. Accordingly, mounted within the tubular casing 14 rearwardlyof the boring head assembly 16, is an earth conditioning.
  • the earth conditioning mechanism '78 therefore includes a mixing trough 8d disposed along the bottom portion of the tubuend of the tubular casing member 14 is provided with a pairof recesses to which a pair of scarfing tooth elements a '66 are secured by any suitable fasteners 68. "The scarfing tooth elements 66 are thereby alignedin the plane of theimounting' plate ,member 36 for overlying the space betweenthe boring rotors or hubs 18. The scarfing tooth elements 66 are therebyoperativeflto excavate the earth a between the rotorrhubs 1S inasmuch asno cutting teeth elementslfi will be available .for such purpose; The
  • water underlpressure is supplied for mixing with the ,displaced' ea rth ,by means of a pair of water supply conduits Sol-and 88 which are connected by a'Y-coupling 94 to the watersupply hose 32.
  • the water supply conduits 86 and Share therefore mounted within V directionas indicated in FIGURE 5 against the side walls of the tubular casing 14 while said conduits curve-downwardly, terminating at a lowerend alongfthe bottom of principles of the invention.
  • the conveyor assembly 84 comprises a pair of anger mechanisms 94 and 96 rotatably mounted in opposite sides of the mounting plate member 36 by hearing assemblies 98 mounted in the material retaining member 30 and in the laterally extending brackets 100 welded to opposite sides of the mounting plate member 36.
  • the auger mechanisms 94 and 96 are powered by means of an auger drive motor 102 that is fixed as by welding within a cut-out portion 104 in the mounting plate member 36 disposed above the trough portion 80 so as not to be unduly contaminated by the displaced earth.
  • theoutput shaft of the auger drive motor 102 is connected by a reduction gear box 106 to two output sprockets 108 each of which is drivingly connected by chain gearing 110 to the auger mechanisms 94 and 96 for rotation thereof in the proper direction.
  • Electrical power for energizing the auger drive motor 102 is furnished through power line conductors sheathed within the electrical conduit 34 that extends rearwardly into the tubular casing member 14 adjacent to the water supply conduit 86 and is suitably anchored to the mounting plate member 36 by bracket elements 112. Also extending from the electrical conduit 34 at its forward end, is a power line conductor 114 which extends through the mounting plate member 36 to the driving motor 44 for the boring head assembly 16.
  • An earth boring device comprising tubular casing means, mounting plate means fixed to the casing means and projecting forwardly therefrom, motor means mounted by the plate means for rotation about an axis spaced forwardly of the casing means, rotatable hub means connected to the motor means in complete enclosing relation thereto on opposite sides of the plate means and extending into and out of said casing means to form therewith an annular inlet passage, and earth cutting means externally mounted on the rotatable hub means for dislodging and displacing earth rearwardly into said 6 casing means through said inlet passage in response to rotationof the hub means by the motor means.
  • said earth cutting means comprises a plurality cutting teeth projecting radially from the external surface of the rotatable hub means and fixed on said external surface in a spiral arrangement with respect to said rotational axis of the hub means.
  • An earth boring device for forming a sub-surface passageway comprising, tubular casing means, boring head means mounted in said casing means and projecting for wardly therefrom for dislodging and displacing earth rearwardly of said casing means along a bottom portion thereof, earth conditioning means mounted in said casing means rearwardly of the boring head means for rearwardly conveying and rendering the displaced earth fluent and earth removal means operatively connected'to said casing means rearwardly of the earth conditioning means for removal of fluent earth from said casing means and the passageway formed rearwardly thereof, said boring head means comprising, mounting plate means fixed to the casing means and projecting forwardly therefrom, motor means mounted by the plate means forwardly of the casing means, rotatable hub means directly connected to the motor means in complete enclosing relation thereto on opposite sides of the plate means and extending into said casing means, and earth cutting means externally mounted on the rotatable hub means for dislodging and displacing earth rearwardly into said casing means in response
  • said earth conditioning means comprises, material retaining means connected to a rear end of the casing means to form a trough along said bottom portion of the casing means, said removal means being connected to said retainingmeans, fluid supply means mounted in the casing means above said trough and discharging fluid rearwardlyinto the trough from a location between saidboring head means and the earth conditioning means and conveyor means mounted in said trough for mixing and propelling the fluid and dislodged earth rearwardly displaced'by the boring head means, to supply a fluent mixture to the removal means at said rear end of the trough.
  • said conveyormeans comprises a pair of auger mechanisms rotatably mounted by the retaining means and mounting plate means on opposite sides of the mounting plate means Within the trough, and a conveyor motor mounted by the mounting plate means above the trough and drivingly connected to said auger mechanisms.
  • said fluid supply means comprises a pair of fluid conduits extending forwardly into said casing means above said trough and on opposite sides of said mounting plate means, saidconduits including fluid discharge portions extending downwardly adjacent a forward end of the casing means to terminate forwardly of said conveyor means to discharge water under pressure thereinto.
  • said earth removal means comprises a suction hose connected to said material retaining means.
  • said rotatable hub means comprises closely spaced rotors in fluid sealed relation to said mounting plate means for rotation about a rotational axis extending transversely of and disposed forwardly of said casing means, said rotors having an external surface curvature operative in association with said casing means and earth cutting means to form a passageway having a predetermined cross-sectional shape.
  • said earth 7 a 7 cutting means comprises a plurality of cuttingteeth projecting radially from the external surface of thev rtatable hub means andv fixed on "said external surface.
  • An earth boring device comprising, tubular casing means, mounting plate means fixed .to the. casingimeans' and projecting forwardly therefrom, motor means mounted bythe plate means forwardly of the, casing? means, rotatable hub means' directly connected to the motor means in complete enclosing relation thereto on opposite sides of theplate means and extending into and out-of said casing means, and earth cutting means ;e x ternallyfmountedon the rotatable hubfmeans for dislodging and displacing earth rearwa'rdly intosaid casing means inresponse to rotation of the hub means; by the motor means, said rotatable hub means comprising closely spaced rotors in fluid sealed relation to saidgrnou'nting rearwardly, of the boring head means for rearwardly conveying and rendering said displaced earth fluent and earth removal means operatively connected to said casing rearwardly.
  • said earthiconditioning means for removal of fluent-earth frontlsaidcasing means and the passageway f'orined rearwardly thereof
  • said earth'cond'itioning means comprising, material,retainingmeans connected to a rear end ofthe casing means to formsa trough along said bottom portion of the casing means, said removal means being conv fluentmixture to the rem-oval means at said rear end of I the trouglnsaid fluid s upply meanscomprising a pair of plate/means for rotationabout a rotatiQnaliaXis extend-c i ing transversely of anddisposed forwardly of'said casing means said rotors havingc an external surface curvature operative in association Withsaid casingme'ans and earth cutting means to form .a passageway. having 'a predetere mined cross-sectional shape. 6
  • An earth boring device comprising tubular t casing means, mounting plate means fixed to the casing means and'projecting forwardly therefrom; motor" means mounted by the plate means forwardly of the casing means, rotatable huh means directly'connected to the motor means in complete enclosing,relation'theretoon on opposite sides of the plate means and extending into said casing means, earth cutting means'externally mounted on the rotatable hub meansfor dislodging and displacing earth rearwardly into said casing' means in response to rotation of the hub.
  • An earth boring device for' forming a sub-surface passageway comprisingtubular casing 'rneans,'h'oring'head means mounted in' said casing. means and projecting for-Q wardly therefrom for 'idislodging and. displacing earth in, alignment with said fiuid conduits extending fonwardly into said casing means above said trough and on'opposite sides of said mounting plate means, said conduits, including fluid discharge portions.extendingdownwardly adjacent a forward end of the casing means to terminate forwardly of said conveyor means to discharge-waterunder pressure therein.-
  • earth conditioning means mounted in said casing means rearwardly of the boring head means for rearwardly conveying and rendering said displaced earth fiuent and earth removal means operatively connected Ito said casing means rearwardly of the earth conditioning means for removal effluent earth from said casing .meansand the passageway formed rearwardly thereof, said earth conditioning means comprising, material retaining means connectedto a rear end of the casing meansto-form, a trough along said bottom portion of the casing means,
  • said removal means being connected to said retaining means, fluid supply means mounted in the casing means above-said trough and" discharging fluid rearwardly into. the, trough from a location betweensaid ,boringfhead means and the-fluid conditioning-means, and 'conveyor means mounted in said trough for mixing and-propelling the fluid and "dislodged earth rearwardlydisplacedby the boring headmeans, to supply a fluent mixture to the removal means at said rear end of the trough;
  • Aneanth :boringi device for'formingla sub-surface passageway comprisingtnbular casing means,boring head of, earth conditioning means mounted in said casing means? means; mounted in said. casingmeans and projecting for- 7 the rotors in positionsprojectingforwardly from the casing to iform 'a restricted annular' in'let'pa-ssagetherewith,

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Earth Drilling (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Description

J 1965 E. A. CHRISTENSEN BORING HEAD Filed Jan. 30, 1962 3 Sheets$heet 1 Eugene A. Christensen 1N VENTOR.
June 22, 1965 E, CHRISTENSEN BORING HEAD Filed Jan. 30, 1962 3 Sheets-Sheet 2 :3 w Q g 9 as Q in: Q3 N N O glg I w. IQ
Q l g & 'W W v 5 c e g o Q 5 Q g. to g; m r I 9 5 g I w a; Q) c N3 I g I Q V g v v I Q \\Q l g h 9, Eugene A. Christensen INVENTOR. Q W25... Q MKS/@ n\ J 1965 E. A. CHRISTENSEN 3,190,376
BORING HEAD Filed Jan. 50, 1962 3 Sheets-Sheet 3 gxg mw i Eugene A. Christensen INVENTOR.
BY Moan 3m United States Patent 3,190,376 BORING HEAD Eugene A. Christensen, 9365 Pershing Ava, Orangevale, Calif. Filed .Ian. 36, 1962, Ser. No. 169,833 17 Claims. (Cl. 175-162) This invention relates to an earth boring device of the rotary type and is particularly concerned with the formation of tunnels or passageways in a horizontal direction as for example under roadways so as to avoid the digging of open ditches there-across.
In accordance with the purpose for the earth boring device of the present invention, it is a primary objective of the present invention, to provide an earth boring device operative in a novel manner to more rapidly and more eificiently form passageways through the earth of any desired cross-sectional shape.
Another object of the present invention, is to provide an earth boring tool which is inherently less likely to become damaged because of impact loads or overloads.
A further object of this invention in accordance with the foregoing objects, is to provide an earth boring device which is more efiiciently operative because of a direct connection between its power source and the boring head and further because of a reduced back-up pressure of the earth dislodged and displaced by the boring head.
An additional object of this invention in accordance with the foregoing objects, is to provide a boring device which is operative to more rapidly remove solid, par-ticulate material such as the earth excavated in forming the passageway or tunnels by conditioning the dislodged and displaced earth for more rapid removal by rendering said earth more fluent prior to removal thereof through the earth boring device. In accordance with this latter attribute of the present invention, more rapid removal is made possible by the utilization of suction pressure and further by virtue of the direct connection between the boring head motor and the boring head thereby operating at higher speeds.
A still further object of the present invention is to provide a boring device operative in accordance with the foregoing principles, and capable by the proper selection of certain parts thereof, to form passageways of any desired cross-sectional shape.
These together with other objects and advantages which will become subsequently apparent reside in the details of construction and operation as more fully hereinafter described and claimed, reference being had to the accompanying drawings forming a part hereof, wherein like numerals refer to like parts throughout, and in which:
. FIGURE 1 is a side elevational View of one form of earth boring device in operative position excavating a horizontal tunnel.
FIGURE 2 is a top plan view of the earth boring device illustrated in FIGURE 1.
FIGURE 3 is a rear end view of the earth boring device as viewed from a plane indicated by section line 3-3 of FIGURE 1.
. FIGURE 4 is a longitudinal sectional view of the earth boring device taken through a plane indicated by section line 4'4 of FIGURE 2.
FIGURE 5 is a sectional view through the earth boring device taken through a plane indicated by section line 5-5 in FIGURE 4.
FIGURE 6 is a transverse sectional view taken substantially through a plane indicated by section line 66 in FIGURE 5.
FIGURE 7 is an enlarged partial sectional view of a portion of the boring device.
3,190,376 Patented June 22, 1965 FIGURE 8 is an enlarged partial sectional view taken substantially through a plane indicated by section line 8-8 in FIGURE 5.
FIGURE 9 is an enlarged diagrammatic view illustrating the arrangement of cutting teeth on a boring head hub rotor.
FIGURE 10 is a partial sectional View taken substantially through a plane indicated by section line 1010 in FIGURE 5.
FIGURE 11 is an enlarged perspective view of a cutting tooth element utilized on the boring device.
FIGURE 12 is a partial front transverse sectional View illustrating a modified form of earth boring device.
FIGURE 13 is a partial sectional view similar to that of FIGURE 12 illustrating a second modified form of earth boring device.
Referring now to the drawings in detail, an earth boring device generally referred to by reference numeral 10 is illustrated in FIGURES 1, 2 and 3 in the process of forming a horizontal tunnel or passageway 12 beneath the surface of the earth. The earth boring device 10 includes therefore an outer casing member generally referred to by reference numeral 14 the cross-sectional shape of which corresponds to the cross sectional shape of the tunnel 12 being formed. In the example illustrated, the tunnel 12 being formed is circular in cross section so that the casing member 14 will be cylindrical in shape. Accordingly, the casing member 14 mounts forwardly thereof a projecting boring head assembly generally referred to by reference numeral 16 which includes a pair of rotatable rotor hubs 18 mounted for rotation about a horizontal axis fixed with respect to the casing member 14 but disposed forwardly thereof and extending at an angle transversely to the longitudinal axis of the casing member. The rotor hub members 18 in the illustrated embodiment, are substantially semispherical in shape and have externally mounted thereon a plurality of earth cutting means 20 one of which is more clearly shown in FIGURE 11. The teeth 26* may accordingly be welded to the external surface 22 of its rotor and includes a radially extending straight leading edge 24 with respect to the rotational direction of the hub member 18 and a trailing edge including a beveled surface portion 26. In the illustrated embodiments of FIG- URES 1, 2 and 3, all of the cutting teeth elements 20 will be of equal radial length in order to form the passageway 12 which is circular in cross section. Also, extending through the passageway rearwardly of the earth boring device 10, is an earth removal suction hose 28 which is connected by a suitable fitting to a material retaining plate member 30 connected to the rear end of the casing member 14 across the bottom portion thereof and as more clearly seen in FIGURE 3. Also, extending into the casing member 14 diametrically opposite the suction hose 28, is a water inlet hose 32 by means of which water 7 under pressure is supplied to the device 10 for purposes to be hereafter explained. Located adjacent to the water inlet hose 32, and also extending into the tubular casing member 14, is an electrical conduit cable 34. It will be appreciated that the hose conduit 23 and 32 as well as the electrical cable 34, are flexible and extend a considerable distance for connection to apparatus located above ground including suction generating equipment to which the suction hose 28 is connected, water pumping mechanism to which the water supply hose 32 is connected and an electrical power supply to which the electrical cable 34 is connected.
Referring now to FIGURES 4 and 5 in particular, it Will be observed that the boring head assembly 16 disposed forwardly of the tubular casing member 14, includes a vertically disposed mountingplate 36 which is welded internally of the tubular casing member 1 4 thro'ughout a substantial longitudinal length thereof,and projects forwardly therefrom terminating ina semi-circuclearly seen in FIGURE 8. The mounting plate member 36 is Welded to the gusset plate 42 which in turn is welded and geometrically flat sided shapes.
to the outer casing of a boring'head motor 44 thereby fixedly mounted by the mounting plate 36 forwardly of the tubular casing member 14, 'Extending from both axial ends of the motor 44, is a motor shaft 46 to which the rotatable boring hubs 18 are connected, It will" be'ob-' served, that the boring hubs 18being substantiallyse'mispherical in shape, are-closely spacedy from each other on opposite sides of'the mounting plate member 36 and extend partially into the tubularcasin'g member 1410 completely enclose therebetweenthe boring head motor 44 and forman annular inlet passage at the-forward endl of the casing'member, Accordingly,leaoh of the/boring hubs 18 includes an internally projecting boss portion 48 rigidly connected by any' suitable keying'meaus to the projecting motorjshaft 46, the remote ends of which are threaded to receive an assembly nut 50 spaced from the seat of a central recess 52 in the external surfaceZZ of the hub 18 by means of the washer element 54. The internally projecting boss port-ion 48 accordingly is shouldered against the bearing portions 56 of, the motor 44. Accordingly, energization of the-motor 44 will cause'rotation of theib oring hub 18 about a horizontal axis spaced forwardly of the tubular casing member14 and'extending in perpendicular intersecting relation to a longitudinal axis through the tubular casing member 14. Further, in order to maintain the motor, 44' protected within theenclosure of the hub members 18, the hub members are provided with annular confronting rim portions 58. The annular V rim portions 58 are therefore provided with an annular therotor hub' members l2; mounting cutting teeth of equal I radiallength, will be operative to cut a tunnel which is circular in cross-section corresponding to the circular cross-section of the tubular casing member 14. It will 7 be appreciated, however, thatctunnel passages may be formed or" other cross sectional shapes including ovals For example, as shown in FEGURElZ, the cylindrical type tubular casing 14 may be replaced by a tubular casing 70 that is square in cross-sections, Accordingly, when "utilizing a semispherical boring hub 13, the earth cutting teeth 72 will necessarily be of different radial lengths so asto cut the cross sectionally square formation. It will be further appreciatedfrom FIGURE ,12, that different variations in the length of the cuttingteetn 72 may produce oval variations of the circular cross-section as described with respect to the device 10 illustrated; in FIGURES l, 2 and 3; In FIGURE 13, the same tubular casing member 70 may be utilized in association with earth cutting teeth 2% of equal length, mounted howeveron cylindrical type ofhub rotors '74. Thus, the earth boring device of the present invention may be modified by replacement of the tubular casing member with any desired cross sectional shapeassociated either with'cutting teeth of equal length mounted on the appropriately shaped boring hub orby mounting of cutting teeth of ditlerent lengths upon-the boring hub. The widefiexibility in the cross sectional shapes of the tunnelto be bored is thereby made possibleby the practice of the presentinvention. i
As indicated by the arrows in FIGURES land 4, the
' boring head'assembly 16 is rotated in a clockwise direcas the boring device is moved forwardly by any suitable recess portion 60 which mount'an annular seal ring 62 as more clearly seen in FIGURE 8 for wiping engagement with the gusset plate 42 fixed to the outer casing of the motor 44. Accordingly, the motor 44 will be enclosed in a fluid tight manner within and between the boring hub members 18, the annular. rim portions 58 of which are closely spaced. from each other on opposite sides of the mounting platememberfid. Also, projecting I radially inwardly and internallylwithin' the boring hub members 13 are a plurality of spaced'cooling fins 64 as more clearly seen in FIGURES 5, 8 and 10 operativeto more efficiently dissipate thetheat generated by operation of the electric motor '44. p r
As more clearly seen in FIGURES 4 311(1'7, the forward means as is well known in .the art, such asia hydraulic jack or the like through the horizontal tunnels or passageway 12 being cut. It will be-appreciated thatit is essential notonly to remove'the displacedearth dislodged by the boring head assembly 16 so as'tol'maintain the passageway 12'clear, but it is also necessary to remove such dislodged earth at a sufliciently" rapid rate so as to prevent the back pressure thereot'from impeding operation of the boring head assembly-'16. Accordingly, mounted within the tubular casing 14 rearwardlyof the boring head assembly 16, is an earth conditioning. removal mechanism generally referred to by reference numeral 78 as-more completely illustrated llT'FIGURES 4 and 5. The earth conditioning mechanism '78 therefore includes a mixing trough 8d disposed along the bottom portion of the tubuend of the tubular casing member 14 is provided with a pairof recesses to which a pair of scarfing tooth elements a '66 are secured by any suitable fasteners 68. "The scarfing tooth elements 66 are thereby alignedin the plane of theimounting' plate ,member 36 for overlying the space betweenthe boring rotors or hubs 18. The scarfing tooth elements 66 are therebyoperativeflto excavate the earth a between the rotorrhubs 1S inasmuch asno cutting teeth elementslfi will be available .for such purpose; The
outwardly so as to just clear the projecting teeth element 5 2i) inasmuch as said scarfing. elements ,ss should preferon the external surface 22 of the rotor hub member-18 ina spiral arrangement withrrespect to the rotational axis;
This arrangementwill reduce the'pos'sibilityof the'boring head assembly 16 in being subjected to ,undue impact loads, tending instead to displace the entire boring de-L vice '10. V
In the foregoing description of the boring head assembly, it will be observed that-the semi-spherical shape of lar casing'member 14 and definedrfo rwardly of the material retaining member 34).. The displacedlearthwill accordingly enter 'the 'trough' portion 80 from therestn'cted, annular inlet passage at the forward end of the casing'memberyandbe mixed with water thereinand conveyed rearwardly toward the outlet opening 82 in the material retaining member 30 to which the suction hoseZii is connected; Mixing of the displaced earth not only proems a fluent mixture that may render removal of the f earth by a suction hosepossible but will also relieve the scarfing tooth elements 66. are however angled radially saw Ill-Connection with earth removing conveyoriassem' load and-reduce the power requirement otherwise necesbly 84, Accordinjgly, water underlpressure is supplied for mixing with the ,displaced' ea rth ,by means of a pair of water supply conduits Sol-and 88 which are connected by a'Y-coupling 94 to the watersupply hose 32. The water supply conduits 86 and Share therefore mounted within V directionas indicated in FIGURE 5 against the side walls of the tubular casing 14 while said conduits curve-downwardly, terminating at a lowerend alongfthe bottom of principles of the invention.
the tubular casing member 14 and spaced just forwardly of the earth conditioning mechanism 78. Two jet streams of water under pressure will accordingly be discharged into the earth conveying assembly 34 on opposite sides of the mounting plate member 36. The water so discharged will not only assist in further displacing the earth rearwardly but also provide a medium with which the earth may be mixed by the conveyor assembly 84 resulting in a fluent mixture capable of being withdrawn by the suction hose 28 atthe rear end of the tubular member 14.
The conveyor assembly 84 comprises a pair of anger mechanisms 94 and 96 rotatably mounted in opposite sides of the mounting plate member 36 by hearing assemblies 98 mounted in the material retaining member 30 and in the laterally extending brackets 100 welded to opposite sides of the mounting plate member 36. The
- auger mechanisms 94 and 96 are therefore both power driven in a direction causing displacement of materials rearwardly of the casing member 14 and will also be effective to mix the water and earth Within the trough portion 80.
The auger mechanisms 94 and 96 are powered by means of an auger drive motor 102 that is fixed as by welding within a cut-out portion 104 in the mounting plate member 36 disposed above the trough portion 80 so as not to be unduly contaminated by the displaced earth. As more clearly seen in FIGURES 3, 4 and 6, theoutput shaft of the auger drive motor 102 is connected by a reduction gear box 106 to two output sprockets 108 each of which is drivingly connected by chain gearing 110 to the auger mechanisms 94 and 96 for rotation thereof in the proper direction. Electrical power for energizing the auger drive motor 102 is furnished through power line conductors sheathed within the electrical conduit 34 that extends rearwardly into the tubular casing member 14 adjacent to the water supply conduit 86 and is suitably anchored to the mounting plate member 36 by bracket elements 112. Also extending from the electrical conduit 34 at its forward end, is a power line conductor 114 which extends through the mounting plate member 36 to the driving motor 44 for the boring head assembly 16.
From the foregoing description, operation and utility of the novel earth boring device will be apparent. It will therefore be appreciated, that because of the absence of gearing for connecting the boring head motor to the rotor elements, damage due to unexpected impact load or overload will be avoided. Also, because of the spiral tooth arrangement and reduction in any back-up pressure of dislodged earth, resulting from the rendering of the earth fluent, less power and more efficient operation will be possible. Also, because of the more rapid removal of the dislodged earth, more rapid boring is possible. Finally, greater flexibility in the cross sectional shape of the passageway bored is possible by the selection of the casing and boring hub or tooth length.
The foregoing is considered as illustrative only of the Further, since numerous modifications and changes will readily occur to those skilled in the art, it is not desired to limit the invention to the exact construction and operation shown and de scribed, and accordingly all suitable modifications and equivalents may be resorted to, falling within the scope of the invention as claimed.
What I claim as new is as follows:
, 1. An earth boring device comprising tubular casing means, mounting plate means fixed to the casing means and projecting forwardly therefrom, motor means mounted by the plate means for rotation about an axis spaced forwardly of the casing means, rotatable hub means connected to the motor means in complete enclosing relation thereto on opposite sides of the plate means and extending into and out of said casing means to form therewith an annular inlet passage, and earth cutting means externally mounted on the rotatable hub means for dislodging and displacing earth rearwardly into said 6 casing means through said inlet passage in response to rotationof the hub means by the motor means.
2. The combination of claim 1, wherein said earth cutting means comprises a plurality cutting teeth projecting radially from the external surface of the rotatable hub means and fixed on said external surface in a spiral arrangement with respect to said rotational axis of the hub means.
3. An earth boring device for forming a sub-surface passageway comprising, tubular casing means, boring head means mounted in said casing means and projecting for wardly therefrom for dislodging and displacing earth rearwardly of said casing means along a bottom portion thereof, earth conditioning means mounted in said casing means rearwardly of the boring head means for rearwardly conveying and rendering the displaced earth fluent and earth removal means operatively connected'to said casing means rearwardly of the earth conditioning means for removal of fluent earth from said casing means and the passageway formed rearwardly thereof, said boring head means comprising, mounting plate means fixed to the casing means and projecting forwardly therefrom, motor means mounted by the plate means forwardly of the casing means, rotatable hub means directly connected to the motor means in complete enclosing relation thereto on opposite sides of the plate means and extending into said casing means, and earth cutting means externally mounted on the rotatable hub means for dislodging and displacing earth rearwardly into said casing means in response to rotation of the hub means by the motor means.
4. The combination of claim 3, wherein said earth conditioning means comprises, material retaining means connected to a rear end of the casing means to form a trough along said bottom portion of the casing means, said removal means being connected to said retainingmeans, fluid supply means mounted in the casing means above said trough and discharging fluid rearwardlyinto the trough from a location between saidboring head means and the earth conditioning means and conveyor means mounted in said trough for mixing and propelling the fluid and dislodged earth rearwardly displaced'by the boring head means, to supply a fluent mixture to the removal means at said rear end of the trough.
5. The combination of claim 4, wherein said conveyormeans comprises a pair of auger mechanisms rotatably mounted by the retaining means and mounting plate means on opposite sides of the mounting plate means Within the trough, and a conveyor motor mounted by the mounting plate means above the trough and drivingly connected to said auger mechanisms.
6. The combination of claim 5, wherein said fluid supply means comprises a pair of fluid conduits extending forwardly into said casing means above said trough and on opposite sides of said mounting plate means, saidconduits including fluid discharge portions extending downwardly adjacent a forward end of the casing means to terminate forwardly of said conveyor means to discharge water under pressure thereinto.
7. The combination of claim'6, wherein said earth removal means comprises a suction hose connected to said material retaining means.
8. The combination of claim 7, wherein said rotatable hub means comprises closely spaced rotors in fluid sealed relation to said mounting plate means for rotation about a rotational axis extending transversely of and disposed forwardly of said casing means, said rotors having an external surface curvature operative in association with said casing means and earth cutting means to form a passageway having a predetermined cross-sectional shape.
means and between said spaced rotors.
10. The combination of claim 9, wherein said earth 7 a 7 cutting means comprises a plurality of cuttingteeth projecting radially from the external surface of thev rtatable hub means andv fixed on "said external surface.
in a spiralrarrangement with respect to saidrotational' axis ofv the hub means. ,1. v c; l
11. An earth boring device comprising, tubular casing means, mounting plate means fixed .to the. casingimeans' and projecting forwardly therefrom, motor means mounted bythe plate means forwardly of the, casing? means, rotatable hub means' directly connected to the motor means in complete enclosing relation thereto on opposite sides of theplate means and extending into and out-of said casing means, and earth cutting means ;e x ternallyfmountedon the rotatable hubfmeans for dislodging and displacing earth rearwa'rdly intosaid casing means inresponse to rotation of the hub means; by the motor means, said rotatable hub means comprising closely spaced rotors in fluid sealed relation to saidgrnou'nting rearwardly, of the boring head means for rearwardly conveying and rendering said displaced earth fluent and earth removal means operatively connected to said casing rearwardly. of the earthiconditioning means" for removal of fluent-earth frontlsaidcasing means and the passageway f'orined rearwardly thereof, said earth'cond'itioning means comprising, material,retainingmeans connected to a rear end ofthe casing means to formsa trough along said bottom portion of the casing means, said removal means being conv fluentmixture to the rem-oval means at said rear end of I the trouglnsaid fluid s upply meanscomprising a pair of plate/means for rotationabout a rotatiQnaliaXis extend-c i ing transversely of anddisposed forwardly of'said casing means said rotors havingc an external surface curvature operative in association Withsaid casingme'ans and earth cutting means to form .a passageway. having 'a predetere mined cross-sectional shape. 6
12,. An earth boring device comprising tubular t casing means, mounting plate means fixed to the casing means and'projecting forwardly therefrom; motor" means mounted by the plate means forwardly of the casing means, rotatable huh means directly'connected to the motor means in complete enclosing,relation'theretoon on opposite sides of the plate means and extending into said casing means, earth cutting means'externally mounted on the rotatable hub meansfor dislodging and displacing earth rearwardly into said casing' means in response to rotation of the hub. meanszby the motor means, and scarfing teeth fixedlyfmounted on the casing meansfa'nd projecting forwardly therefromi mounting plate means, a c
13."An earth boring device for' forming a sub-surface passageway comprisingtubular casing 'rneans,'h'oring'head means mounted in' said casing. means and projecting for-Q wardly therefrom for 'idislodging and. displacing earth in, alignment with said fiuid conduits extending fonwardly into said casing means above said trough and on'opposite sides of said mounting plate means, said conduits, including fluid discharge portions.extendingdownwardly adjacent a forward end of the casing means to terminate forwardly of said conveyor means to discharge-waterunder pressure therein.-
, I 16. A boring,device'comprising tubular casing means havinga longitu-dinal'axis, mounting means fixed to the Ycasingmean-s, motor means mounted bythe ;mounting means, rotatable'hubmeans mounted in spaced relation to the casing means to forrn -a restricted inlet passage therewith, meansdrivingly connecting the'motor means to the hub meanstor rotation thereof about an axis extending forwardly o'f the casing means at'an'angle to the longi- 'tudinal axis thereof, and cutting means externally mounted on the rotatable hub means for dislodging and displacing earth rearwardly into said casing means through said inlet I passage in response to: rotation of the hub means by the motor means, said hu'b means comprises two hemispherical shells disposed in back tobacl: relationship whereby said inlet passage'is annular in cross section.
17. Ina boring device having a'tubular casing, a motor fixedlytmounted 'by the casing apair of closely spaced rotors, means fixed to the c'asingfor rot-atably mounting rearwardly of said casing means along abottom portion 7 thereof, earth conditioning means mounted in said casing means rearwardly of the boring head means for rearwardly conveying and rendering said displaced earth fiuent and earth removal means operatively connected Ito said casing means rearwardly of the earth conditioning means for removal effluent earth from said casing .meansand the passageway formed rearwardly thereof, said earth conditioning means comprising, material retaining means connectedto a rear end of the casing meansto-form, a trough along said bottom portion of the casing means,
said removal means being connected to said retaining means, fluid supply means mounted in the casing means above-said trough and" discharging fluid rearwardly into. the, trough from a location betweensaid ,boringfhead means and the-fluid conditioning-means, and 'conveyor means mounted in said trough for mixing and-propelling the fluid and "dislodged earth rearwardlydisplacedby the boring headmeans, to supply a fluent mixture to the removal means at said rear end of the trough;
I14,'The' cornbinationffof claim: 1-3,: wherein said conveyor means. comprises afpair'of auger mechanisms rotatably mounted by" the j retaining means within; the" =trough,
anda conveyor motor mounted-above the trough and driv-j I ingly'conneoted to s aidanger mechanisms.
I '15. Aneanth :boringi device for'formingla sub-surface passageway comprisingtnbular casing means,boring head of, earth conditioning means mounted in said casing means? means; mounted in said. casingmeans and projecting for- 7 the rotors in positionsprojectingforwardly from the casing to iform 'a restricted annular' in'let'pa-ssagetherewith,
' meansv drivingly connecting {the rotors t-o themotor for rotation -of the rotors about an axis extending transversely of the casing,'cutting means'externally mounted on said rotors for movement rearwardly into the casing through said inlet passage, said rotors havingan external surface curvature frormwhich the cutting means project to cut a passagewayof a predetermined cross-sectional shape.
.References Cited Examiner UNITED STATES ,PAT-ENTS 11,326,480 12/19 Dana- 299-56 1,388,814 8/21 Seifer-t ITS- 89 1,414,590 5/22 Seifent'- ITS-89 1,639,215 8/27 Grass1 299 56 1 ,904,522 "4/33 Pippin 175-96 2,002,387 7 5/35 "Bannisterfl og; 175 96 22,588,068 6/62 fWilliams'etal. 17 5 62 X 2,633,334 3/ 531 Lavenderc 17562 X 12,675,213 4/5 4- Poole'et al ITS-62X 2,766,037 7/ 56 Klrkpatrick 1 1402, X 2,803,445 8/57 Borrowdale -'-l04 X 2,'87'4,936 2/59- Gonzales l75-'-62 X 2,946,578 7/ 6O DeSmaele 175*?62 X 1 f FQREIGN PATENTS 497,236 8/ 50 Bannin -y I e .1=43,4l6 2/61 U.S .S.R. 3 l
' CHARL S Efo coNNELL, zi i im y anal-1a.

Claims (1)

1. AN EARTH BORING DEVICE COMPRISING TUBULAR CASING MEANS, MOUNTING PLATE MEANS FIXED TO THE CASING MEANS AND PROJECTING FORWARDLY THEREFROM, MOTOR MEANS MOUNTED BY THE PLATE MEANS FOR ROTATION ABOUT AN AXIS SPACED FORWARDLY OF THE CASING MEANS, ROTATABLE HUB MEANS CONNECTED TO THE MOTOR MEANS IN COMPLETE ENCLOSING RELATION THERETO ON OPPOSITE SIDES OF THE PLATES MEANS AND EXTENDING INTO AND OUT OF SAID CASING MEANS TO FORM THEREWITH AN ANNULAR INLET PASSAGE, AND EARTH CUTTING MEANS EXTERNALLY MOUNTED ON THE ROTATABLE HUB MEANS FOR DISLODGING AND DISPLACING EARTH REARWARDLY INTO SAID CASING MEANS THROUGH SAID INLET PASSAGE IN RESPONSE TO ROTATION OF THE HUB MEANS BY THE MOTOR MEANS.
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3508620A (en) * 1968-01-02 1970-04-28 Allied Chem Excavation apparatus
US3894587A (en) * 1972-12-14 1975-07-15 Hydrosol Device for drilling in hard rock formation
US3902563A (en) * 1973-07-18 1975-09-02 Int Boring Systems Co Boring method
US4441761A (en) * 1982-01-19 1984-04-10 Fields Rush F Mining machine
US4694915A (en) * 1984-07-06 1987-09-22 Karl Bauer Spezialtiefbau Gmbh & Co Kg Slotted wall milling cutter
US11988046B1 (en) * 2023-10-22 2024-05-21 Cool Edge Bits Hydrojets rotary drill bit

Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE497236A (en) *
US1326480A (en) * 1918-05-27 1919-12-30 Frank L Dana Tunneling-machine.
US1388314A (en) * 1920-07-20 1921-08-23 William V Seifert Well-digger
US1414590A (en) * 1919-11-28 1922-05-02 William V Seifert Well-digging machine
US1639215A (en) * 1925-09-16 1927-08-16 Grassi Mario De Ground excavator
US1904522A (en) * 1931-11-11 1933-04-18 Haskel A Pippin Apparatus for drilling wells
US2002387A (en) * 1933-06-01 1935-05-21 Clyde E Bannister Well drilling apparatus
US2588068A (en) * 1948-01-09 1952-03-04 Cons Edison Co New York Inc Drilling apparatus
US2633334A (en) * 1949-11-14 1953-03-31 William H Lavender Boring tool
US2675213A (en) * 1951-04-13 1954-04-13 Hallen Company Inc Horizontal earth boring machine
US2756037A (en) * 1953-12-21 1956-07-24 Max B Kirkpatrick Mining machines having oppositely rotating boring heads
US2803445A (en) * 1952-09-11 1957-08-20 Orville J Borrowdale Freely swinging rotating antibridging device for bulk material
US2874936A (en) * 1957-06-19 1959-02-24 Hooley B Gonzales Apparatus for excavating holes
US2946578A (en) * 1952-08-04 1960-07-26 Smaele Albert De Excavator apparatus having stepper type advancing means
SU143416A1 (en) * 1961-02-02 1961-11-30 В.И. Сомов Hydromechanical drill

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE497236A (en) *
US1326480A (en) * 1918-05-27 1919-12-30 Frank L Dana Tunneling-machine.
US1414590A (en) * 1919-11-28 1922-05-02 William V Seifert Well-digging machine
US1388314A (en) * 1920-07-20 1921-08-23 William V Seifert Well-digger
US1639215A (en) * 1925-09-16 1927-08-16 Grassi Mario De Ground excavator
US1904522A (en) * 1931-11-11 1933-04-18 Haskel A Pippin Apparatus for drilling wells
US2002387A (en) * 1933-06-01 1935-05-21 Clyde E Bannister Well drilling apparatus
US2588068A (en) * 1948-01-09 1952-03-04 Cons Edison Co New York Inc Drilling apparatus
US2633334A (en) * 1949-11-14 1953-03-31 William H Lavender Boring tool
US2675213A (en) * 1951-04-13 1954-04-13 Hallen Company Inc Horizontal earth boring machine
US2946578A (en) * 1952-08-04 1960-07-26 Smaele Albert De Excavator apparatus having stepper type advancing means
US2803445A (en) * 1952-09-11 1957-08-20 Orville J Borrowdale Freely swinging rotating antibridging device for bulk material
US2756037A (en) * 1953-12-21 1956-07-24 Max B Kirkpatrick Mining machines having oppositely rotating boring heads
US2874936A (en) * 1957-06-19 1959-02-24 Hooley B Gonzales Apparatus for excavating holes
SU143416A1 (en) * 1961-02-02 1961-11-30 В.И. Сомов Hydromechanical drill

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3508620A (en) * 1968-01-02 1970-04-28 Allied Chem Excavation apparatus
US3894587A (en) * 1972-12-14 1975-07-15 Hydrosol Device for drilling in hard rock formation
US3902563A (en) * 1973-07-18 1975-09-02 Int Boring Systems Co Boring method
US4441761A (en) * 1982-01-19 1984-04-10 Fields Rush F Mining machine
US4694915A (en) * 1984-07-06 1987-09-22 Karl Bauer Spezialtiefbau Gmbh & Co Kg Slotted wall milling cutter
US11988046B1 (en) * 2023-10-22 2024-05-21 Cool Edge Bits Hydrojets rotary drill bit

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