US3767836A - Earth boring method and apparatus - Google Patents

Earth boring method and apparatus Download PDF

Info

Publication number
US3767836A
US3767836A US00190487A US3767836DA US3767836A US 3767836 A US3767836 A US 3767836A US 00190487 A US00190487 A US 00190487A US 3767836D A US3767836D A US 3767836DA US 3767836 A US3767836 A US 3767836A
Authority
US
United States
Prior art keywords
casing
auger
guide
shoes
earth
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US00190487A
Inventor
W Geis
M Hopkins
C Jordan
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Koehring Co
Original Assignee
Koehring Co
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Koehring Co filed Critical Koehring Co
Application granted granted Critical
Publication of US3767836A publication Critical patent/US3767836A/en
Assigned to KOEHRING COMPANY, A CORP. OF DE reassignment KOEHRING COMPANY, A CORP. OF DE ASSIGNMENT OF ASSIGNORS INTEREST. Assignors: KOEHRING COMPANY A WI CORP.
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/20Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
    • E21B7/201Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes with helical conveying means
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP 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
    • E21B7/06Deflecting the direction of boreholes
    • E21B7/062Deflecting the direction of boreholes the tool shaft rotating inside a non-rotating guide travelling with the shaft

Definitions

  • ABSTRACT A method and apparatus for boring a hole in the earth utilizing a rotary auger extending through a casing member which guides the lateral cutting direction of the auger as it rotates. During auger advancement through the earth, the boring machine applies axial thrust to the casing member for advancing it through the bored hole directly behind the auger.
  • the casing member is adapted to bend longitudinally whenever the hole deviates from a straight path.
  • the casing member includes circumferentially spaced rods mounted longitudinally within the casing and associated sensor devices for detecting the degree and direction of easing member bending.
  • Movable shoes are mounted adjacent to the exterior of the casing member and are actuated by a control device responsive to 0 United States Patent [1 1 Geis et al.
  • JORDAN PATENIEUum 23 6975 SHEET BACKGROUND OF THE INVENTION This invention relates to earth boring, and more particularly to methods and apparatus for boring a hole in the earth with an auger, while simultaneously advancing a casing behind the auger.
  • Horizontal earth boring equipment has long been used to bury pipes or conduits under the earth, without the necessity of there being an open trench. This method is particularly useful in traversing roads and other obstacles where trenching would be extremely costly and would require temporary interruption of use of the ground surface.
  • Conventional horizontal earth boring machines include a horizontal frame which supports a carriage for movement along the frame.
  • the carriage supports a source of power, such as an internal combustion engine, for rotating the auger and to provide power for pushing the casing behind the auger.
  • a casing is supported on the frame and a cylindrical pusher is movable with the carriage and has a circular abutment which engages the rearward end of the casing.
  • the auger extends through the pusher and through the casing and has a cutting head for boring through the earth. As the auger advances, the pusher applies an axial thrust to the casing which causes the casing to advance behind the auger.
  • the carriage When the casing has reached the end of the machine frame, the carriage is moved away from the casing, after being disconnected from the casing and from the auger, and another section of the auger is coupled to the first section and another section of casing is welded or otherwise secured to the first section. The carriage is then advanced to position the pusher against the rearward end of the second casing section and the auger is recoupled to the source of power. Boring then continues and additional casing sections and auger sections are added as necessary.
  • These conventional earth boring machines are capable of producing holes up to 200 feet in length with small diameter casings, and holes of shorter length with casing of as much as 4 feet in diameter.
  • a still further object of this invention is to provide a method and apparatus for continuously sensing and correcting for deviation from the desired straight path as the auger and casing advance through the earth.
  • a casing member or section through which the auger extends and which has a sleeve in which the auger is journalled.
  • the cutting head at the end of the auger is spaced from the forward end of the casing member.
  • the casing member is provided with a plurality of shoes at spaced intervals around the circumference of the casing adjacent the forward end. The forward end of each shoe is pivoted on the casing, so that the rearward end of the shoe swings outwardly away from the exterior of the casing, thereby engaging the earth surrounding the casing and applying a lateral thrust to the casing.
  • the shoes are individually actuated by control rods which extend longitudinally of the casing member and which are spaced apart from each other around the circumference on the interior of the casing member.
  • One end of each control rod is secured to the casing member and a sensor is positioned adjacent the opposite end of each control rod.
  • the longitudinal movements of the free ends of the respective control rods are sensed by the respective sensors to determine the'direction and magnitude of bending.
  • a power device individually operates the guide shoes on the casing and a control device actuates the shoe on the side of the casing that is closest to the direction of bending, causing the shoe to move outwardly from the wall of the casing, thereby deflecting the casing in a direction tending to straighten the casing.
  • the lateral force on the casing is transmitted to the auger, thereby deflecting the auger toward the desired path.
  • the control rods and the sensors continuously monitor bending of the casing member to provide the necessary correction by means of the guide shoes as the casing and the auger advance through the earth.
  • FIG. 1 is a perspective view of an earth boring machine including the guidance casing of the invention
  • F IG. 2 is a cross-sectional view of the automatic guidance casing of the invention taken along lines 22 of FIG. 1;
  • FIG. 3 is a front elevational view of the automatic guidance casing of the invention.
  • FIG. 4 is a schematic operational view of the control rods in their deflected position.
  • FIG. 1 shows an earth boring machine employing the guidance casing of the invention.
  • This earth boring machine 9 positioned for horizontal boring, is shown within an open trench 10.
  • the earth boring machine comprises an internal combustion engine 11 and throttle controls 15 for imparting rotational movement to a drilling auger 17.
  • the internal combustion engine 11 and throttle controls 15 are secured to a track assembly 23 at 12.
  • a casing pusher member 13 is slidably mounted on the track assembly forward of the controls 15.
  • the track assembly 23 in anchored to the ground at the bottom of the trench 10 by means of the anchor pins 21.
  • levelling jacks 19 Prior to final positioning of the earth boring machine, levelling jacks 19 are utilizable to generally align the track assembly in the desired direction of drilling.
  • the auger 17 includes a conveyor 18 convoluted about a shaft 25.
  • the shaft 25 is rotatably coupled to the internal combustion engine 11.
  • annular surface 16 At the forward end periphery of the pusher member 13 there is an annular surface 16 which is positioned to engage the rearward end either of a guidance casing 35 or casing members 36 mounted between the casing 35 and the pusher member 13.
  • the guidance casing 35 comprises the longitudinally extending outer cylindrical wall 31 which extends for the entire length of the casing 35.
  • the front section of this casing comprises an inner cylindrical casing wall or guide sleeve 29 which performs a guidance function on the auger 17.
  • An annular chamber or channel indicated at 33 is formed between the two casing walls at a forward section of the casing 35.
  • the foremost portion of the auger assembly includes, in the preferred embodiment, a plurality of rotatable cutting blades 59 which extend outwardly beyond the outer periphery of an outer cylindrical casing wall 31.
  • An outwardly protruding guide 27 which rotates with the auger shaft 25 is shown at a foremost central portion of the auger assembly. This guide aids in generally centering the auger 17 during the drilling operation.
  • the outwardly extending blades 59 are hinged at 75 so that reverse. or noncutting, rotation will cause them to pivot inwardly and allow the removal of the auger blade 17 through the casing 35.
  • the front end of the auger 17 extends somewhat ahead of the casing 35, during the drilling operation.
  • the cutters 59 rotate to cut a bore of sufficient diameter to allow the casing members 35 and 36 to advance as the boring progresses.
  • the material being cut from the earth falls downwardly and toward the inside of the casing.
  • This loose material is conveyed through the casing sections, by the conveyor portion of the auger 17, until the material reaches the pusher member 13, where it is removed.
  • the casing is pushed into the augered hole until it reaches the end of the track section shown at 14. When in that position, the pusher 13 is backed off and a new casing section is inserted behind the guidance casing. It can be appreciated that extendable shaft sections could be continually inserted behind the auger cutter so that drilling may continue for relatively long distances through the earth.
  • the annular surface 16 at the outer periphery on the casing pusher member 13 engages the rear of the guidance casing 35 and each subsequently added casing member 36 to hold the casing in place and provide a reaction surface.
  • the cylindrical sleeve 29 has a radius slightly larger than that of the auger 17. This difference in radii, however, is small enough so that longitudinal deflection of the casing causes the sleeve 29 to apply a lateral force on the auger.
  • the sleeve 29 then generally guides the auger 17 rotating therein. Sections of the auger behind the guidance casing 35 may be supported by the rear casing members 36 if desired. This result may be accomplished in any convenient manner, such as, for example, by providing the rear casing members 36 with internal sleeves comparable to the sleeve 29 on guidance casing 35 or by using rear auger sections having diameters conforming to the internal diameters of the rear casing members 36.
  • Guidance means or pusher shoes 56 are disposed at the forward end of the casing 35 within the chamber 33.
  • Three generally equidistant pusher shoes or wings 56 are shown disposed circumferentially about the easing wall.
  • the pusher shoes 56 have an outer periphery or guide surface which conforms generally to the cylindrical shape of the outer casing 31. Thus, when the shoes 56 are inoperative they lie flush with the outer surface of the casing 35 and do not interfere with the surrounding earth. When activated, however, they pivot outwardly about a pin 54 with the guide surfaces engaging the bore hole wall thereby passing off of that wall and reorientating the casing 35 and the auger 17. This outward movement may be maintained at various degrees of inclination from the casing 35.
  • the shoes 56 are also provided with an inclined cam block 53 which normally extends within the area 33. The cam block 53 when acted upon by the control means 47 causes the shoes 56 to pivot outwardly and engage the earth surrounding the casing.
  • the guidance casing 35 includes means 38 for sensing bending or deflection from a straight line path, guide means 56 for changing the direction of advancement of the auger and control means 47 for adjusting the guide means in response to a sensed deviation.
  • the sensing means employed in the preferred embodiment comprises axially extending control rods 38 which have one end thereof anchored to the outer wall 31 of the casing 35. These anchoring points are shown generally at 42.
  • a support bracket or anchor 41 is secured to the casing, by welding or other suitable means and is used to secure a rearward end of the rod 38 to the casing 35.
  • the rod 38 is preferably provided with a threaded end, shown generally at 39, which fits within the support 41.
  • Locking nuts 37 are provided on either side of the support 41 to secure the rod 38 to the anchors.
  • the anchors also serve to space the rods from the wall 31 so that interference between the rods 38 and a bending casing 35 will be avoided.
  • the foremost end of the rod 38 includes a measuring rod 65 mounted coaxially therewith.
  • the forward section of the rod 38 is slidably received with a sleeve member 45 within the area 38.
  • a distance A which extends from the support 42 to the sleeve 45, as can be appreciated, will experience bending when drilling varies from a straight line path. This distance indicated at A may be, for example, as much as seventeen feet.
  • the measuring rod 65 is shown having a forward end thereof extending within the control means 47.
  • This control means may, for example, comprise a proportional error device or position sensor which translates deflections of the control rod 38 into proportional movement of an axially movable shaft 49.
  • the particular structure of the control means 47 is not important as far as the present invention is concerned, because one may use any of the known electrical, hydraulic and pneumatic systems for translating a certain amount of movement of an input element into a proportional amount of powered movement of an output element. Of course, in selecting a particular systems, one should bear in mind the usual engineering criteria of space availability, component sizes, power capabilities, etc. if an optimized installation is to be achieved.
  • the shaft 49 has a cam follower roller 51 rotatably disposed thereon.
  • roller 51 and shaft 49 are shown drawn inwardly by the control means 47. In phantom, however, there is shown the activation of the shaft 49 which may be caused to move outwardly and cooperate with the cam block 53 on the shoe 56. This outward movement of the shaft 49 will cause the block 53 to ride upwardly upon the follower 51 thus outwardly pivoting the shoe 56 about pin 58.
  • each guide means 56 will have associated therewith a sensing means 38 and a control means 47.
  • a sensing means 38 In the preferred embodiment three such guide means and associated assemblies are provided. It can be, however, appreciated that more or fewer guide means may be employed, depending on the system requirements. Other known sensing means or guide means may be employed in carrying out the invention.
  • FIGS. 2 and 4 The straight line and deflected positions of the guidance casing 35 are shown in FIGS. 2 and 4, respectively. It should be noted that in FIG. 4 deflection of the casing is shown somewhat exaggerated and schematically so that the automatic guidance features of the invention can be more clearly understood.
  • the control rods 38 are shown in FIG. 4 as being anchored to a rear portion of the casing inner wall at 42. Their forward ends being slidably received in sleeves 45. Longitudinal flexing of the casing wall 31 will cause the control rods 38 to move longitudinally in and out of the collars 45 depending upon the direction of deflection.
  • FIG. 4 shows deflection of the casing 35 in the downward direction. This downward deflection causes the upper control rod 38 to retract at the collar 45 while the lower control rod moves inwardly. This movement of the control rods 38 relative to the casing wall 31 occurs at the three locations around the casing. Arching or bending of the casing as shown in FIG. 4 then causes all of the control rods to move longitudinally but only the pusher shoes associates with an inwardly deflecting control rod will be caused to actuate, in the preferred embodiment.
  • the rods 38 tend to maintain their straight configuration due to the slidable movement of their free ends within the sleeves 45.
  • the sleeves, however, which are secured to the casing move according to the radius of the bending experienced by the casing.
  • the system in the preferred embodiment, has been so designed as to hold the pusher shoes inwardly against the outer side walls of the cylindrical casing 35 until an appropriate inward deflection of the rods 38 is sent through control means 47 to the guide means 56, that is, until a movement of a measuring rod on the forward end of a rod 38 signals a need for corrective action and such signal is acted upon by the associated control means 47 to effect a forward movement of an output rod 49 to cam the associated guide means or shoe 56 outwardly.
  • the jacks 19 shown adjacent the track 23 are adjusted to level the track prior to actual boring.
  • the anchor pins 21 may be driven into the trench floor to positively secure the earth boring machine 10.
  • the guidance casing 35 is positioned on the machine with the rearward end of the casing in engagement with the surface 16 of the pusher member 13.
  • the auger shaft is connected with the engine to be driven thereby.
  • the guidance casing 35 is advanced into the bore hole closely behind the auger.
  • additional casing members 36 are inserted between the preceding casing member and the pusher member 13. Bending of the casing 35 caused by deviations from a selected path is detected by the relative flexing of the control rods 38.
  • the measuring rods 65 cooperate with the respective control means 47. to cause a proportional outward movement of the shoe 56 on the side of the casing 35 thatwill cause the auger 17 to be disposed laterally toward the desired path. This correcting action continues until the auger l7 and the casing 35 return to the desired drilling path.
  • remote guidance means may be used wherein a signal sent from the boring machine 10 can remotely cause the casing to deflect in any desired direction.
  • an upwardly curved shaft or bore may be drilled as well as in other desired directions.
  • control means 47 is disclosed as only causing pusher shoe operation through inward deflection of the control rods, it is possible to interconnect the control means so that movement of one control rod may actuate a non-associated pusher shoe.
  • various sensing means may be utilized with the invention, other than linear deflection of a control rod of the preferred embodiment.
  • deflections may be accurately and easily measured within a nonrotating longitudinally insertable guidance casing which changes the direction of drilling to be followed by a rotating auger.
  • deflections of the casing wall which is at the greatest radius from the center of the bore hole, accurate directional control can be achieved without requiring extremely sensitive equipment.
  • the guiding means in the casing does not interfere with the operation of the auger.
  • An earth boring machine comprising:
  • a rotary auger extending through said casing and having a rotary cutting element adjacent the end thereof;
  • sensing means on the casing for sensing deviations from the selected path
  • control means for adjusting the guide means in response to the degree of deviation sensed by said sensing means.
  • An earth boring machine including a guide sleeve in said casing, said auger being received in said guide sleeve and journalled thereby, whereby deflection of said casing is transmitted to said auger by said sleeve.
  • An earth boring machine comprising:
  • plural guide means spaced circumferentially around the casing cooperating with earth adjacent the casing for changing the direction of advancing movement of the casing, said guide means being adjustable for varying the degree of change of direction relative to advancing movement;
  • control means for adjusting the guide means in response to the degree of deviation sensed by said sensing means, said plural sensing and guide means cooperating to control the change of direction of advancing movement.
  • said plural sensing means include a plurality of rods extending axially of said casing and spaced apart from each other around the circumference of said casing, said rods being secured at one end to said casing, and including position sensors on said casing adjacent the opposite ends of the respective rods for measuring the change in position of the ends of the respective rods in response to bending of said casing between opposite ends of said rod, said control means adjusting said guide means in proportion to the degree of movement of the respective rods relative to the casing.
  • said guide means includes a plurality of pusher shoes, said shoes being pivotally mounted on the exterior of said casing for swinging outwardly in response to said control means.
  • An earth boring machine comprising:
  • guide means on the casing having a guide surface movable relative to said casing in a direction having a radial component for cooperation with earth adjacent the casing to deflect the auger toward a selected path in response to deviations from the path.
  • An earth boring machine including sensing means cooperating with said casing for sensing deviations from a selected path and causing the actuation of said guide means to correct said deviations.
  • An earth boring machine in cluding plural guide means spaced circumferentially around the casing, said guide means being selectively actuated by and cooperating with plural sensor means disposed within said casing.
  • said plural guide means includes pusher shoes positioned at a forward advanced end of said casing, said shoes being pivotally mounted on the outer periphery of said casing for swinging outwardly and engaging the surrounding earth.
  • An earth boring machine according to claim 9 wherein said plural guide means includes at least three pusher shoes equally positioned about said casing for engaging the earth thereabout.
  • said plural sensing means include a plurality of rods extending axially of said casing and spaced apart from each other around the circumference of said casing, said rods being secured at one end of said casing, and including position sensors on said casing adjacent the opposite ends of the respective rods for measuring the change in position ofone end of the respective rods in response to bending of said casing between opposite ends of said rod.
  • An earth boring machine comprising:
  • a casing for use in earth boring machines for correcting deviations from a selected path of advancing movement of the casing and associated auger comprising:
  • a plurality of pusher shoes each pivotally mounted on an end portion of said casing member for pivotal movement in a radial direction, said pusher shoes being spaced around the circumference of said casing member and each of said shoes having a guide surface that is movable relative to the casing memher to various degrees of inclination to the surface of said member;
  • control means for operating selected ones of said shoes in response to conditions sensed by said detecting means.
  • said means in said casing for detecting the degree of longitudinal bending of said casing member includes a plurality of rods extending axially of said casing and spaced apart from each other around the circumference of said casing, said rods being secured at one end to said casing and at the other end cooperating with said control means for measuring the change in position of the ends of the respective rods in response to bending of said casing between opposite ends of said rod, said control means adjusting said pusher shoes in proportion to the degree of movement of the respective rods relative to the casing.
  • a casing according to claim 14 including at least three pusher shoes evenly spaced about the periphery of said casing member, said pusher shoes being pivotally mounted to allow the rearward end of the respective pusher shoes to swing outwardly from the casing member a greater distance than the forward end of the shoes upon actuation of said control means.
  • An earth boring machine comprising:
  • an auger means extending within said casing and having a cutting head on the forward end thereof;
  • guide means operatively associated with said casing and the hole being bored for selectively moving said casing to guide said auger and said cutting head along the desired cutting path
  • said guide means including a plurality of shoes each having an external surface normally forming a continuation of the external surface of a forward end portion of said casing and each being mounted on said casing for pivotal movement in a direction such that the rear end portion of each shoe may be positioned radially outwardly from the exterior surface of the casing.
  • a method of boring a cased hole in the earth along a straight path comprising:
  • said casing having external guide shoes adjacent the forward end thereof, said guide shoes being movable relative to said casing to provide reaction against the adjacent earth to deflect the casing and auger;
  • a method of boring a cased hole in the earth along a straight path comprising:
  • positioning power means coupled to said auger and said casing within an open trench

Abstract

A method and apparatus for boring a hole in the earth utilizing a rotary auger extending through a casing member which guides the lateral cutting direction of the auger as it rotates. During auger advancement through the earth, the boring machine applies axial thrust to the casing member for advancing it through the bored hole directly behind the auger. The casing member is adapted to bend longitudinally whenever the hole deviates from a straight path. The casing member includes circumferentially spaced rods mounted longitudinally within the casing and associated sensor devices for detecting the degree and direction of casing member bending. Movable shoes are mounted adjacent to the exterior of the casing member and are actuated by a control device responsive to signals received from the sensor devices to guide the casing member and auger back toward the desired path.

Description

[ Oct. 23, 1973 3,415,329 12/1968 Marlind............ l75/6l X 3,554,301 1/1971 Adkins et 175/24 Primary Examiner-David H. Brown Attorney-Andrew J. Beck [57] ABSTRACT A method and apparatus for boring a hole in the earth utilizing a rotary auger extending through a casing member which guides the lateral cutting direction of the auger as it rotates. During auger advancement through the earth, the boring machine applies axial thrust to the casing member for advancing it through the bored hole directly behind the auger. The casing member is adapted to bend longitudinally whenever the hole deviates from a straight path. The casing member includes circumferentially spaced rods mounted longitudinally within the casing and associated sensor devices for detecting the degree and direction of easing member bending. Movable shoes are mounted adjacent to the exterior of the casing member and are actuated by a control device responsive to 0 United States Patent [1 1 Geis et al.
[ EARTH BORING METHOD AND APPARATUS [75] Inventors: Warren P. Geis, Port Washington;
Michael F. Hopkins, Milwaukee; Charles E. Jordan, Whitefish Bay, all of Wis.
[73] Assignee: Koehring Company, Milwaukee,
Wis.
[22] Filed: Oct. 19, 1971 [21] Appl. No.: 190,487
[52] US. 175/24, 175/61, 175/62, 175/173 [51] Int. Cl....... E2lb 7/08, E210 9/00, E21c 19/00 ,[58] Field of Search 175/24, 45, 61, 62, 175/73, 171, 173, 258
[56] References Cited UNITED STATES PATENTS 175/73 175/61 signals received from the sensor devices to guide the /7 X casing member and auger back toward the desired 175/62 x path 175/171 X Van Winkle...................... 175/61 X 20 Claims, 4 Drawing Figures 9/1970 Adkins et L m mm a mam m a M S h e 3S G -GO APAR 4348 75666 99999 11111 I//// 64024 11 563 42 85 454 272729 PMENTED BU 2 3 I913 SHEET 1 OF 2 IN VENTORS WARREN P. GEIS NHCHAEL F. HOPKINS CHARLES E. JORDAN PATENIEUum 23 6975 SHEET BACKGROUND OF THE INVENTION This invention relates to earth boring, and more particularly to methods and apparatus for boring a hole in the earth with an auger, while simultaneously advancing a casing behind the auger.
Horizontal earth boring equipment has long been used to bury pipes or conduits under the earth, without the necessity of there being an open trench. This method is particularly useful in traversing roads and other obstacles where trenching would be extremely costly and would require temporary interruption of use of the ground surface.
Conventional horizontal earth boring machines include a horizontal frame which supports a carriage for movement along the frame. The carriage supports a source of power, such as an internal combustion engine, for rotating the auger and to provide power for pushing the casing behind the auger. Typically, a casing is supported on the frame and a cylindrical pusher is movable with the carriage and has a circular abutment which engages the rearward end of the casing. The auger extends through the pusher and through the casing and has a cutting head for boring through the earth. As the auger advances, the pusher applies an axial thrust to the casing which causes the casing to advance behind the auger. When the casing has reached the end of the machine frame, the carriage is moved away from the casing, after being disconnected from the casing and from the auger, and another section of the auger is coupled to the first section and another section of casing is welded or otherwise secured to the first section. The carriage is then advanced to position the pusher against the rearward end of the second casing section and the auger is recoupled to the source of power. Boring then continues and additional casing sections and auger sections are added as necessary.
These conventional earth boring machines are capable of producing holes up to 200 feet in length with small diameter casings, and holes of shorter length with casing of as much as 4 feet in diameter.
Since the axial thrust is applied to the casing and the auger at the entrance to the bore hole, as the length of the bore hole increases, there is a tendency for the auger to wander off of the desired straight path. This tendency is further enhanced by uneveness in the resistance to penetration across the width of the bore hole. The presence of rock, for example, on one side of the bore hole may cause the auger to be deflected laterally. If correction is not made for lateral deflection, the bore hole may become so far deviated that additional drilling or reaming operations are necessary to cure the defects in the resulting bore hole.
Various attempts have been made to overcome the lateral deflection experienced by these earth boring machines. For example, one proposed solution has been to provide a radially movable cutter blade on the cutting head of the auger and to move the cutting head outwardly as the auger rotates to enlarge the bore hole in a direction which will return the auger to the desired straight path. Deviation according to this proposed system is measured by flexing of the auger shaft. However, since the auger rotates, it is necessary to provide an elaborate system for expanding and retracting the reaming cutter during each rotation of the auger. Also, if this proposed system were employed while advancing a casing simultaneously with the auger, the reaming cutter would have to extend radially a substantial distance from the periphery of the cutter head to have a significant effect on the direction of advancing movement of the casing. Apparatus of this type is disclosed in U.S. Pat. Nos. 3,554,301 and 3,554,302.
SUMMARY OF THE INVENTION In view of the deficiencies of prior methods and apparatus for boring and casing holes in the earth, it is an object of this invention to provide a method and apparatus for correcting deviations from a predetermined straight path as the auger and casing advance through the earth.
It is a further object of this invention to provide a method and apparatus for earth boring which is capable of responding rapidly to deviations from the desired path of the bore hole and of guiding the casing and auger toward the desired direction.
It is another object of this invention to provide apparatus for boring straight holes in the earth while advancing casing with the auger and which effectively corrects for deviations from the desired straight path, and which apparatus performs effectively and reliably.
A still further object of this invention is to provide a method and apparatus for continuously sensing and correcting for deviation from the desired straight path as the auger and casing advance through the earth.
These objects are accomplished in accordance with a preferred embodiment of the invention by providing a casing member or section through which the auger extends and which has a sleeve in which the auger is journalled. The cutting head at the end of the auger is spaced from the forward end of the casing member. The casing member is provided with a plurality of shoes at spaced intervals around the circumference of the casing adjacent the forward end. The forward end of each shoe is pivoted on the casing, so that the rearward end of the shoe swings outwardly away from the exterior of the casing, thereby engaging the earth surrounding the casing and applying a lateral thrust to the casing. The shoes are individually actuated by control rods which extend longitudinally of the casing member and which are spaced apart from each other around the circumference on the interior of the casing member. One end of each control rod is secured to the casing member and a sensor is positioned adjacent the opposite end of each control rod. As the casing member bends about a longitudinal axis, the longitudinal movements of the free ends of the respective control rods are sensed by the respective sensors to determine the'direction and magnitude of bending. A power device individually operates the guide shoes on the casing and a control device actuates the shoe on the side of the casing that is closest to the direction of bending, causing the shoe to move outwardly from the wall of the casing, thereby deflecting the casing in a direction tending to straighten the casing. The lateral force on the casing is transmitted to the auger, thereby deflecting the auger toward the desired path. As the boring process continues, the control rods and the sensors continuously monitor bending of the casing member to provide the necessary correction by means of the guide shoes as the casing and the auger advance through the earth.
DETAILED DESCRIPTION OF THE DRAWINGS This preferred embodiment is illustrated in the accompanying drawings in which:
FIG. 1 is a perspective view of an earth boring machine including the guidance casing of the invention;
F IG. 2 is a cross-sectional view of the automatic guidance casing of the invention taken along lines 22 of FIG. 1;
FIG. 3 is a front elevational view of the automatic guidance casing of the invention; and
FIG. 4 is a schematic operational view of the control rods in their deflected position.
DETAILED DESCRIPTION Referring now to the drawings, there is shown a preferred embodiment of the invention. FIG. 1 shows an earth boring machine employing the guidance casing of the invention. This earth boring machine 9, positioned for horizontal boring, is shown within an open trench 10. The earth boring machine comprises an internal combustion engine 11 and throttle controls 15 for imparting rotational movement to a drilling auger 17. The internal combustion engine 11 and throttle controls 15 are secured to a track assembly 23 at 12. A casing pusher member 13 is slidably mounted on the track assembly forward of the controls 15. The track assembly 23 in anchored to the ground at the bottom of the trench 10 by means of the anchor pins 21. Prior to final positioning of the earth boring machine, levelling jacks 19 are utilizable to generally align the track assembly in the desired direction of drilling.
The auger 17 includes a conveyor 18 convoluted about a shaft 25. The shaft 25 is rotatably coupled to the internal combustion engine 11. At the forward end periphery of the pusher member 13 there is an annular surface 16 which is positioned to engage the rearward end either of a guidance casing 35 or casing members 36 mounted between the casing 35 and the pusher member 13.
The guidance casing 35 comprises the longitudinally extending outer cylindrical wall 31 which extends for the entire length of the casing 35. The front section of this casing, as previously discussed, comprises an inner cylindrical casing wall or guide sleeve 29 which performs a guidance function on the auger 17. An annular chamber or channel indicated at 33 is formed between the two casing walls at a forward section of the casing 35.
The foremost portion of the auger assembly includes, in the preferred embodiment, a plurality of rotatable cutting blades 59 which extend outwardly beyond the outer periphery of an outer cylindrical casing wall 31. An outwardly protruding guide 27 which rotates with the auger shaft 25 is shown at a foremost central portion of the auger assembly. This guide aids in generally centering the auger 17 during the drilling operation. The outwardly extending blades 59, of a conventional type, are hinged at 75 so that reverse. or noncutting, rotation will cause them to pivot inwardly and allow the removal of the auger blade 17 through the casing 35.
The front end of the auger 17 extends somewhat ahead of the casing 35, during the drilling operation. The cutters 59 rotate to cut a bore of sufficient diameter to allow the casing members 35 and 36 to advance as the boring progresses. During the cutting operation, the material being cut from the earth falls downwardly and toward the inside of the casing. This loose material is conveyed through the casing sections, by the conveyor portion of the auger 17, until the material reaches the pusher member 13, where it is removed. As the drilling operation continues, the casing is pushed into the augered hole until it reaches the end of the track section shown at 14. When in that position, the pusher 13 is backed off and a new casing section is inserted behind the guidance casing. It can be appreciated that extendable shaft sections could be continually inserted behind the auger cutter so that drilling may continue for relatively long distances through the earth.
The annular surface 16 at the outer periphery on the casing pusher member 13 engages the rear of the guidance casing 35 and each subsequently added casing member 36 to hold the casing in place and provide a reaction surface.
The cylindrical sleeve 29 has a radius slightly larger than that of the auger 17. This difference in radii, however, is small enough so that longitudinal deflection of the casing causes the sleeve 29 to apply a lateral force on the auger. The sleeve 29 then generally guides the auger 17 rotating therein. Sections of the auger behind the guidance casing 35 may be supported by the rear casing members 36 if desired. This result may be accomplished in any convenient manner, such as, for example, by providing the rear casing members 36 with internal sleeves comparable to the sleeve 29 on guidance casing 35 or by using rear auger sections having diameters conforming to the internal diameters of the rear casing members 36.
Guidance means or pusher shoes 56 are disposed at the forward end of the casing 35 within the chamber 33. Three generally equidistant pusher shoes or wings 56 are shown disposed circumferentially about the easing wall. The pusher shoes 56 have an outer periphery or guide surface which conforms generally to the cylindrical shape of the outer casing 31. Thus, when the shoes 56 are inoperative they lie flush with the outer surface of the casing 35 and do not interfere with the surrounding earth. When activated, however, they pivot outwardly about a pin 54 with the guide surfaces engaging the bore hole wall thereby passing off of that wall and reorientating the casing 35 and the auger 17. This outward movement may be maintained at various degrees of inclination from the casing 35. The shoes 56 are also provided with an inclined cam block 53 which normally extends within the area 33. The cam block 53 when acted upon by the control means 47 causes the shoes 56 to pivot outwardly and engage the earth surrounding the casing.
The guidance casing 35 includes means 38 for sensing bending or deflection from a straight line path, guide means 56 for changing the direction of advancement of the auger and control means 47 for adjusting the guide means in response to a sensed deviation.
The sensing means employed in the preferred embodiment comprises axially extending control rods 38 which have one end thereof anchored to the outer wall 31 of the casing 35. These anchoring points are shown generally at 42. A support bracket or anchor 41 is secured to the casing, by welding or other suitable means and is used to secure a rearward end of the rod 38 to the casing 35. The rod 38 is preferably provided with a threaded end, shown generally at 39, which fits within the support 41. Locking nuts 37 are provided on either side of the support 41 to secure the rod 38 to the anchors. The anchors also serve to space the rods from the wall 31 so that interference between the rods 38 and a bending casing 35 will be avoided.
The foremost end of the rod 38 includes a measuring rod 65 mounted coaxially therewith. The forward section of the rod 38 is slidably received with a sleeve member 45 within the area 38. A distance A which extends from the support 42 to the sleeve 45, as can be appreciated, will experience bending when drilling varies from a straight line path. This distance indicated at A may be, for example, as much as seventeen feet.
The measuring rod 65 is shown having a forward end thereof extending within the control means 47. This control means may, for example, comprise a proportional error device or position sensor which translates deflections of the control rod 38 into proportional movement of an axially movable shaft 49. The particular structure of the control means 47 is not important as far as the present invention is concerned, because one may use any of the known electrical, hydraulic and pneumatic systems for translating a certain amount of movement of an input element into a proportional amount of powered movement of an output element. Of course, in selecting a particular systems, one should bear in mind the usual engineering criteria of space availability, component sizes, power capabilities, etc. if an optimized installation is to be achieved. The shaft 49 has a cam follower roller 51 rotatably disposed thereon. The roller 51 and shaft 49 are shown drawn inwardly by the control means 47. In phantom, however, there is shown the activation of the shaft 49 which may be caused to move outwardly and cooperate with the cam block 53 on the shoe 56. This outward movement of the shaft 49 will cause the block 53 to ride upwardly upon the follower 51 thus outwardly pivoting the shoe 56 about pin 58.
Normally, each guide means 56 will have associated therewith a sensing means 38 and a control means 47. In the preferred embodiment three such guide means and associated assemblies are provided. It can be, however, appreciated that more or fewer guide means may be employed, depending on the system requirements. Other known sensing means or guide means may be employed in carrying out the invention.
The straight line and deflected positions of the guidance casing 35 are shown in FIGS. 2 and 4, respectively. It should be noted that in FIG. 4 deflection of the casing is shown somewhat exaggerated and schematically so that the automatic guidance features of the invention can be more clearly understood. The control rods 38 are shown in FIG. 4 as being anchored to a rear portion of the casing inner wall at 42. Their forward ends being slidably received in sleeves 45. Longitudinal flexing of the casing wall 31 will cause the control rods 38 to move longitudinally in and out of the collars 45 depending upon the direction of deflection.
FIG. 4 shows deflection of the casing 35 in the downward direction. This downward deflection causes the upper control rod 38 to retract at the collar 45 while the lower control rod moves inwardly. This movement of the control rods 38 relative to the casing wall 31 occurs at the three locations around the casing. Arching or bending of the casing as shown in FIG. 4 then causes all of the control rods to move longitudinally but only the pusher shoes associates with an inwardly deflecting control rod will be caused to actuate, in the preferred embodiment. The rods 38 tend to maintain their straight configuration due to the slidable movement of their free ends within the sleeves 45. The sleeves, however, which are secured to the casing move according to the radius of the bending experienced by the casing.
The system, in the preferred embodiment, has been so designed as to hold the pusher shoes inwardly against the outer side walls of the cylindrical casing 35 until an appropriate inward deflection of the rods 38 is sent through control means 47 to the guide means 56, that is, until a movement of a measuring rod on the forward end of a rod 38 signals a need for corrective action and such signal is acted upon by the associated control means 47 to effect a forward movement of an output rod 49 to cam the associated guide means or shoe 56 outwardly. The outward movement of a lower pusher shoe due to the deflection shown in FIG. 4 would cause the casing 35 to move upwardly, thereby applying an upward force on the auger 17 by means of the sleeve 29 urging the auger to reassume its straight line position. Thus, it can be seen that slight deflection in the control rods can cause automatic movement of the appropriate pusher shoe to correct any deviation from the straight line path.
In operation, the jacks 19 shown adjacent the track 23 are adjusted to level the track prior to actual boring. Once the track and associated machinery have been levelled, the anchor pins 21 may be driven into the trench floor to positively secure the earth boring machine 10. The guidance casing 35 is positioned on the machine with the rearward end of the casing in engagement with the surface 16 of the pusher member 13. The auger shaft is connected with the engine to be driven thereby.
As the auger 17 advances through the earth, the guidance casing 35 is advanced into the bore hole closely behind the auger. As the casing and auger advance into the earth, additional casing members 36 are inserted between the preceding casing member and the pusher member 13. Bending of the casing 35 caused by deviations from a selected path is detected by the relative flexing of the control rods 38. The measuring rods 65 cooperate with the respective control means 47. to cause a proportional outward movement of the shoe 56 on the side of the casing 35 thatwill cause the auger 17 to be disposed laterally toward the desired path. This correcting action continues until the auger l7 and the casing 35 return to the desired drilling path.
It should be noted that remote guidance means may be used wherein a signal sent from the boring machine 10 can remotely cause the casing to deflect in any desired direction. Thus, an upwardly curved shaft or bore may be drilled as well as in other desired directions. It should also be noted that while the control means 47 is disclosed as only causing pusher shoe operation through inward deflection of the control rods, it is possible to interconnect the control means so that movement of one control rod may actuate a non-associated pusher shoe. Also, various sensing means may be utilized with the invention, other than linear deflection of a control rod of the preferred embodiment.
Particularly significant is the fact that deflections may be accurately and easily measured within a nonrotating longitudinally insertable guidance casing which changes the direction of drilling to be followed by a rotating auger. By sensing deflections of the casing wall, which is at the greatest radius from the center of the bore hole, accurate directional control can be achieved without requiring extremely sensitive equipment. Additionally, the guiding means in the casing does not interfere with the operation of the auger.
Although the invention has been described with reference to a preferred embodiment and method, additions, not specifically described, as well as modifications, substitutions and deletions may be made without departing from the invention, as claimed.
What is claimed is:
1. An earth boring machine comprising:
a non-rotatable cylindrical casing;
a rotary auger extending through said casing and having a rotary cutting element adjacent the end thereof;
power means for rotating the auger and for advancing the auger and casing axially along a selected path;
sensing means on the casing for sensing deviations from the selected path;
outwardly movable guide means on the casing cooperating with earth adjacent the casing for changing the direction of advancing movement of the casing, said guide means being movable outwardly for varying the degree of change of direction relative to advancing movement; and
control means for adjusting the guide means in response to the degree of deviation sensed by said sensing means.
2. An earth boring machine according to claim 1 including a guide sleeve in said casing, said auger being received in said guide sleeve and journalled thereby, whereby deflection of said casing is transmitted to said auger by said sleeve.
3. An earth boring machine comprising:
a cylindrical casing;
a rotary auger extending through said casing and hav ing a rotary cutting element adjacent the end thereof;
power means for rotating the auger and for advancing the auger and easing axially along a selected path;
plural guide means spaced circumferentially around the casing cooperating with earth adjacent the casing for changing the direction of advancing movement of the casing, said guide means being adjustable for varying the degree of change of direction relative to advancing movement;
plural sensing means spaced circumferentially around said casing for sensing deviations from the selected path; and
control means for adjusting the guide means in response to the degree of deviation sensed by said sensing means, said plural sensing and guide means cooperating to control the change of direction of advancing movement.
4. An earth boring machine according to claim 3 wherein said plural sensing means include a plurality of rods extending axially of said casing and spaced apart from each other around the circumference of said casing, said rods being secured at one end to said casing, and including position sensors on said casing adjacent the opposite ends of the respective rods for measuring the change in position of the ends of the respective rods in response to bending of said casing between opposite ends of said rod, said control means adjusting said guide means in proportion to the degree of movement of the respective rods relative to the casing.
5. An earth boring machine according to claim 3 wherein said guide means includes a plurality of pusher shoes, said shoes being pivotally mounted on the exterior of said casing for swinging outwardly in response to said control means.
6. An earth boring machine according to claim 5 wherein said pusher shoes extend axially of said casing and are pivotally mounted to allow the rearward end of the respective pusher shoes to swing outwardly from the casing a greater distance than the forward end of the shoes upon actuation of the adjusting means.
7. An earth boring machine comprising:
a rotary auger;
power means for rotating the auger;
a cylindrical casing;
power means for advancing the casing axially, said auger extending through said casing and being journalled therein, said auger including a cutting head extending outwardly from the forward end of the casing; and
guide means on the casing having a guide surface movable relative to said casing in a direction having a radial component for cooperation with earth adjacent the casing to deflect the auger toward a selected path in response to deviations from the path.
8. An earth boring machine according to claim 7 including sensing means cooperating with said casing for sensing deviations from a selected path and causing the actuation of said guide means to correct said deviations.
9. An earth boring machine according to claim 7 in cluding plural guide means spaced circumferentially around the casing, said guide means being selectively actuated by and cooperating with plural sensor means disposed within said casing.
10. An earth boring machine according to claim 9 wherein said plural guide means includes pusher shoes positioned at a forward advanced end of said casing, said shoes being pivotally mounted on the outer periphery of said casing for swinging outwardly and engaging the surrounding earth.
11. An earth boring machine according to claim 9 wherein said plural guide means includes at least three pusher shoes equally positioned about said casing for engaging the earth thereabout.
12. An earth boring machine according to claim 9 wherein said plural sensing means include a plurality of rods extending axially of said casing and spaced apart from each other around the circumference of said casing, said rods being secured at one end of said casing, and including position sensors on said casing adjacent the opposite ends of the respective rods for measuring the change in position ofone end of the respective rods in response to bending of said casing between opposite ends of said rod.
13. An earth boring machine comprising:
a rotary auger;
power means for rotating the auger;
a cylindrical casing;
power means for advancing the casing axially, said auger extending through said casing and being journalled therein, said auger including a cutting head extending outwardly from the forward end of the casing; and
plural guide means spaced circumferentially around said casing and plural sensing means spaced circumferentially around said casing, said guide means on the casing cooperating with earth adjacent the casing for deflecting the auger toward a selected path, said plural sensing and guide means cooperating to control the path of augering in response to deviations from the selected path.
14. A casing for use in earth boring machines for correcting deviations from a selected path of advancing movement of the casing and associated auger comprising:
an outer casing member;
an auger guide sleeve secured in said casing member;
a plurality of pusher shoes each pivotally mounted on an end portion of said casing member for pivotal movement in a radial direction, said pusher shoes being spaced around the circumference of said casing member and each of said shoes having a guide surface that is movable relative to the casing memher to various degrees of inclination to the surface of said member;
means in said casing for detecting the degree of longitudinal bending of said casing member and the direction of said bending; and
control means for operating selected ones of said shoes in response to conditions sensed by said detecting means.
15. A casing according to claim 14 wherein said means in said casing for detecting the degree of longitudinal bending of said casing member includes a plurality of rods extending axially of said casing and spaced apart from each other around the circumference of said casing, said rods being secured at one end to said casing and at the other end cooperating with said control means for measuring the change in position of the ends of the respective rods in response to bending of said casing between opposite ends of said rod, said control means adjusting said pusher shoes in proportion to the degree of movement of the respective rods relative to the casing.
16. A casing according to claim 14 including at least three pusher shoes evenly spaced about the periphery of said casing member, said pusher shoes being pivotally mounted to allow the rearward end of the respective pusher shoes to swing outwardly from the casing member a greater distance than the forward end of the shoes upon actuation of said control means.
17. A casing according to claim 16 wherein said pusher shoes further include cam follower means at said rearward end thereof, said follower means cooperable with cam means associated with said control means for individually activating said pusher shoes in reponse to bending of said casing member.
18. An earth boring machine comprising:
a cylindrical casing;
an auger means extending within said casing and having a cutting head on the forward end thereof;
means for rotating said auger to bore a hole along a desired path;
means for advancing said casing axially within the hole being bored; and
guide means operatively associated with said casing and the hole being bored for selectively moving said casing to guide said auger and said cutting head along the desired cutting path, said guide means including a plurality of shoes each having an external surface normally forming a continuation of the external surface of a forward end portion of said casing and each being mounted on said casing for pivotal movement in a direction such that the rear end portion of each shoe may be positioned radially outwardly from the exterior surface of the casing.
19. A method of boring a cased hole in the earth along a straight path comprising:
assembling an auger in a casing with the cutting head of the auger spaced outwardly from the forward end of the casing;
applying axial thrust to said casing and said auger while rotating said auger;
said casing having external guide shoes adjacent the forward end thereof, said guide shoes being movable relative to said casing to provide reaction against the adjacent earth to deflect the casing and auger;
sensing the degree of longitudinal bonding of the casing and the direction of said bending when the auger and easing are deviating from a straight path;
adjusting the position of at least one of said guide shoes in response to the degree and direction of deviation that is being sensed, wherby movement of the guide shoe urges the casing and auger to return to a straight path.
20. A method of boring a cased hole in the earth along a straight path comprising:
assembling an auger in a cylindrical casing with the cutting head of the auger spaced outwardly from the forward end of the casing;
positioning power means coupled to said auger and said casing within an open trench;
simultaneously rotating said auger while applying lateral thrust to said casing;
sensing deviations from a straight drilling path by means cooperating with said casing;
generating a proportional response to said sensed deviations;
coupling said response to guide means including plural guide shoes mounted in spaced relation about said casing for movement to positions radially beyond the exterior of said casing; and
adjusting the position of said casing by selectively activating at least one guide shoe to correct said casing for said sensed deviations from a straight line path.

Claims (20)

1. An earth boring machine comprising: a non-rotatable cylindrical casing; a rotary auger extending through said casing and having a rotary cutting element adjacent the end thereof; power means for rotating the auger and for advancing the auger and casing axially along a selected path; sensing means on the casing for sensing deviations from the selected path; outwardly movable guide means on the casing cooperating with earth adjacent the casing for changing the direction of advancing movement of the casing, said guide means being movable outwardly for varying the degree of change of direction relative to advancing movement; and control means for adjusting the guide means in response to the degree of deviation sensed by said sensing means.
2. An earth boring machine according to claim 1 including a guide sleeve in said casing, said auger being received in said guide sleeve and journalled thereby, whereby deflection of said casing is transmitted to said auger by said sleeve.
3. An earth boring machine comprising: a cylindrical casing; a rotary auger extending through said casing and having a rotary cutting element adjacent the end thereof; power means for rotating the auger and for advancing the auger and casing axially along a selected path; plural guide means spaced circumferentially around the casing cooperating with earth adjacent the casing for changing the direction of advancing movement of the casing, said guide means being adjustable for varying the degree of change of direction relative to advancing movement; plural sensing means spaced circumferentially around said casing for sensing deviations from the selected path; and control means for adjusting the guide means in response to the degree of deviation sensed by said sensing means, said plural sensing and guide means cooperating to control the change of direction of advancing movement.
4. An earth boring machine according to claim 3 wherein said plural sensing means include a plurality of rods extending axially of said casing and spaced apart from each other around the circumference of said casing, said rods being secured at one end to said casing, and including position sensors on said casing adjacent the opposite ends of the respective rods for measuring the change in position of the ends of the respective rods in response to bending of said casing between opposite ends of said rod, said control means adjusting said guide means in proportion to the degree of movement of the respective rods relative to the casing.
5. An earth boring machine according to claim 3 wherein said guide means includes a plurality of pusher shoes, said shoes being pivotally mounted on the exterior of said casing for swinging outwardly in response to said control means.
6. An earth boring machine according to claim 5 wherein said pusher shoes extend axially of said casing and are pivotally mounted to allow the rearward end of the respective pusher shoes to swing outwardly from the casing a greater distance than the forward end of the shoes upon actuation of the adjusting means.
7. An earth boring machine comprising: a rotary auger; power means for rotating the auger; a cylindrical casing; power means for advancing the casing axially, said auger extending through said casing and being journalled therein, said auger including a cutting head extending outwardly from the forward end of the casing; and guide means on the casing having a guide surface movable relative to said casing in a direction having a radial component for cooperation with earth adjacent the casing to deflect the auger toward a selected path in response to deviations from the path.
8. An earth boring machine according to claim 7 including sensing means cooperating with said casing for sensing deviations from a selected path and causing the actuation of said guide means to correct said deviations.
9. An earth boring machine according to claim 7 including plural guide means spaced circumferentially around the casing, said guide means being selectively actuated by and cooperating with plural sensor means disposed within said casing.
10. An earth boring machine according to claim 9 wherein said plural guide means includes pusher shoes positioned at a forward advanced end of said casing, said shoes being pivotally mounted on the outer periphery of said casing for swinging outwardly and engaging the surrounding earth.
11. An earth boring machine according to claim 9 wherein said plural guide means includes at least three pusher shoes equally positioned about said casing for engaging the earth thereabout.
12. An earth boring machine according to claim 9 wherein said plural sensing means include a plurality of rods extending axially of said casing and spaced apart from each other around the circumference of said casing, said rods being secured at one end of said casing, and including position sensors on said casing adjacent the opposite ends of the respective rods for measuring the change in position of one end of the respective rods in response to bending of said casing between opposite ends of said rod.
13. An earth boring machine comprising: a rotary auger; power means for rotatiNg the auger; a cylindrical casing; power means for advancing the casing axially, said auger extending through said casing and being journalled therein, said auger including a cutting head extending outwardly from the forward end of the casing; and plural guide means spaced circumferentially around said casing and plural sensing means spaced circumferentially around said casing, said guide means on the casing cooperating with earth adjacent the casing for deflecting the auger toward a selected path, said plural sensing and guide means cooperating to control the path of augering in response to deviations from the selected path.
14. A casing for use in earth boring machines for correcting deviations from a selected path of advancing movement of the casing and associated auger comprising: an outer casing member; an auger guide sleeve secured in said casing member; a plurality of pusher shoes each pivotally mounted on an end portion of said casing member for pivotal movement in a radial direction, said pusher shoes being spaced around the circumference of said casing member and each of said shoes having a guide surface that is movable relative to the casing member to various degrees of inclination to the surface of said member; means in said casing for detecting the degree of longitudinal bending of said casing member and the direction of said bending; and control means for operating selected ones of said shoes in response to conditions sensed by said detecting means.
15. A casing according to claim 14 wherein said means in said casing for detecting the degree of longitudinal bending of said casing member includes a plurality of rods extending axially of said casing and spaced apart from each other around the circumference of said casing, said rods being secured at one end to said casing and at the other end cooperating with said control means for measuring the change in position of the ends of the respective rods in response to bending of said casing between opposite ends of said rod, said control means adjusting said pusher shoes in proportion to the degree of movement of the respective rods relative to the casing.
16. A casing according to claim 14 including at least three pusher shoes evenly spaced about the periphery of said casing member, said pusher shoes being pivotally mounted to allow the rearward end of the respective pusher shoes to swing outwardly from the casing member a greater distance than the forward end of the shoes upon actuation of said control means.
17. A casing according to claim 16 wherein said pusher shoes further include cam follower means at said rearward end thereof, said follower means cooperable with cam means associated with said control means for individually activating said pusher shoes in reponse to bending of said casing member.
18. An earth boring machine comprising: a cylindrical casing; an auger means extending within said casing and having a cutting head on the forward end thereof; means for rotating said auger to bore a hole along a desired path; means for advancing said casing axially within the hole being bored; and guide means operatively associated with said casing and the hole being bored for selectively moving said casing to guide said auger and said cutting head along the desired cutting path, said guide means including a plurality of shoes each having an external surface normally forming a continuation of the external surface of a forward end portion of said casing and each being mounted on said casing for pivotal movement in a direction such that the rear end portion of each shoe may be positioned radially outwardly from the exterior surface of the casing.
19. A method of boring a cased hole in the earth along a straight path comprising: assembling an auger in a casing with the cutting head of the auger spaced outwardly from the forward end of the casing; applying axial thrust to said casing and said auger while rotating said auger; said casing having external guide shoes adjacent the forward end thereof, said guide shoes being movable relative to said casing to provide reaction against the adjacent earth to deflect the casing and auger; sensing the degree of longitudinal bonding of the casing and the direction of said bending when the auger and casing are deviating from a straight path; adjusting the position of at least one of said guide shoes in response to the degree and direction of deviation that is being sensed, wherby movement of the guide shoe urges the casing and auger to return to a straight path.
20. A method of boring a cased hole in the earth along a straight path comprising: assembling an auger in a cylindrical casing with the cutting head of the auger spaced outwardly from the forward end of the casing; positioning power means coupled to said auger and said casing within an open trench; simultaneously rotating said auger while applying lateral thrust to said casing; sensing deviations from a straight drilling path by means cooperating with said casing; generating a proportional response to said sensed deviations; coupling said response to guide means including plural guide shoes mounted in spaced relation about said casing for movement to positions radially beyond the exterior of said casing; and adjusting the position of said casing by selectively activating at least one guide shoe to correct said casing for said sensed deviations from a straight line path.
US00190487A 1971-10-19 1971-10-19 Earth boring method and apparatus Expired - Lifetime US3767836A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US19048771A 1971-10-19 1971-10-19

Publications (1)

Publication Number Publication Date
US3767836A true US3767836A (en) 1973-10-23

Family

ID=22701553

Family Applications (1)

Application Number Title Priority Date Filing Date
US00190487A Expired - Lifetime US3767836A (en) 1971-10-19 1971-10-19 Earth boring method and apparatus

Country Status (3)

Country Link
US (1) US3767836A (en)
JP (1) JPS4849205A (en)
CA (1) CA974505A (en)

Cited By (32)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3851716A (en) * 1973-04-27 1974-12-03 Richmond Mfg Co Horizontal earth boring machine
US3893523A (en) * 1973-11-15 1975-07-08 Texas Dynamatics Curvable pipe section
US3903974A (en) * 1974-03-12 1975-09-09 Roy H Cullen Drilling assembly, deviation sub therewith, and method of using same
US3917010A (en) * 1974-07-25 1975-11-04 Jarva Inc Small diameter horizontal tunneling machine
US3938597A (en) * 1974-05-20 1976-02-17 The Richmond Manufacturing Company Portable earth boring machine
US3939926A (en) * 1974-08-14 1976-02-24 The Richmond Manufacturing Company Portable earth boring machine
US3945443A (en) * 1974-08-14 1976-03-23 The Richmond Manufacturing Company Steerable rock boring head for earth boring machines
FR2285497A1 (en) * 1974-09-17 1976-04-16 Tidril Corp DRILLING PROCESS FOLLOWING A CURVED TRAJECTORY PASSING UNDER AN OBSTACLE
US4013134A (en) * 1974-05-20 1977-03-22 The Richmond Manufacturing Company Portable earth boring machine with steering head
US4014574A (en) * 1975-04-10 1977-03-29 Browning & Bushman Mining machine having rectangular thrust transmitting conveyor column
US4026371A (en) * 1975-12-22 1977-05-31 Kabushiki Kaisha Komatsu Seisakusho Pilot head for laying pipes in the ground
US4042046A (en) * 1974-02-25 1977-08-16 The Richmond Manufacturing Company Directional control mechanism for underground driven pipes and conduits
FR2345650A1 (en) * 1976-03-02 1977-10-21 Komatsu Mfg Co Ltd Pipe laying system for driving under roads - has drive head and thrust head to which is attached soil compaction meter
US4059163A (en) * 1976-08-16 1977-11-22 Caterpillar Tractor Co. Mine drilling apparatus and method
USRE31622E (en) * 1975-04-10 1984-07-03 Rijn-Schelde-Verolme Machinefabrieken en Scheepsswerven N.V. Mining machine having rectangular thrust transmitting conveyor column
US4487525A (en) * 1983-08-18 1984-12-11 Kabushiki Kaisha Komatsu Seisakusho Propulsion pipe laying system
US4534676A (en) * 1982-12-23 1985-08-13 Kabushiki Kaisha Komatsu Seisakusho Excavating and propelling machine for laying pipelines underground
US4592432A (en) * 1985-06-03 1986-06-03 Williams Russell R Automatically operated boring head
WO1988002435A1 (en) * 1986-09-24 1988-04-07 G. Pezzimenti & Sons Pty. Ltd. Boring apparatus
US5452967A (en) * 1994-03-22 1995-09-26 Fuller; Frank E. Pipe laying system and method
US5813482A (en) * 1995-12-26 1998-09-29 Barbera; Leo J. Earth boring system and apparatus
US5863101A (en) * 1996-03-28 1999-01-26 Seear; Peter Kenneth Auger mining machine and mine launch device
US6607045B2 (en) 2001-10-10 2003-08-19 Donald Beyerl Steering apparatus
US6668946B2 (en) 2001-01-22 2003-12-30 Vermeer Manufacturing Company Backreamer
US6688408B2 (en) 2000-05-16 2004-02-10 James S. Barbera Auger drill directional control system
US20080073123A1 (en) * 2004-04-14 2008-03-27 Mullins H Stanley Dual-member auger boring system
US20090301783A1 (en) * 2006-06-16 2009-12-10 Vermeer Manufacturing Company Microtunnelling system and apparatus
US20100276203A1 (en) * 2009-04-30 2010-11-04 William Malcolm Steering head
WO2012098531A1 (en) * 2011-01-21 2012-07-26 Fourie Albert William Francis Tunnelling apparatus and method therefor
US8393828B1 (en) * 2010-05-20 2013-03-12 American Augers, Inc. Boring machine steering system with force multiplier
US9039330B1 (en) 2010-06-01 2015-05-26 LLAJ, Inc. Pipe boring shield
US9181752B2 (en) 2012-02-03 2015-11-10 William Malcolm Steering head

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2675213A (en) * 1951-04-13 1954-04-13 Hallen Company Inc Horizontal earth boring machine
US3107741A (en) * 1960-03-29 1963-10-22 Salem Tool Co Machines for simultaneously drilling and inserting pipe lines
US3162254A (en) * 1961-11-24 1964-12-22 Calweld Inc Earth boring and conduit laying machine
US3376942A (en) * 1965-07-13 1968-04-09 Baker Oil Tools Inc Large hole vertical drilling apparatus
US3415329A (en) * 1966-01-20 1968-12-10 Vavra Hydraulteknik Ab Method and an apparatus for installing underground pipes
US3526285A (en) * 1968-11-05 1970-09-01 American Gas Ass Angularly adjustable auger head
US3554301A (en) * 1969-08-26 1971-01-12 American Gas Ass Optical auger guidance system
US3587756A (en) * 1968-11-05 1971-06-28 American Gas Ass Geodynamic wing

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2675213A (en) * 1951-04-13 1954-04-13 Hallen Company Inc Horizontal earth boring machine
US3107741A (en) * 1960-03-29 1963-10-22 Salem Tool Co Machines for simultaneously drilling and inserting pipe lines
US3162254A (en) * 1961-11-24 1964-12-22 Calweld Inc Earth boring and conduit laying machine
US3376942A (en) * 1965-07-13 1968-04-09 Baker Oil Tools Inc Large hole vertical drilling apparatus
US3415329A (en) * 1966-01-20 1968-12-10 Vavra Hydraulteknik Ab Method and an apparatus for installing underground pipes
US3526285A (en) * 1968-11-05 1970-09-01 American Gas Ass Angularly adjustable auger head
US3587756A (en) * 1968-11-05 1971-06-28 American Gas Ass Geodynamic wing
US3554301A (en) * 1969-08-26 1971-01-12 American Gas Ass Optical auger guidance system

Cited By (44)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3851716A (en) * 1973-04-27 1974-12-03 Richmond Mfg Co Horizontal earth boring machine
US3893523A (en) * 1973-11-15 1975-07-08 Texas Dynamatics Curvable pipe section
US4042046A (en) * 1974-02-25 1977-08-16 The Richmond Manufacturing Company Directional control mechanism for underground driven pipes and conduits
US3903974A (en) * 1974-03-12 1975-09-09 Roy H Cullen Drilling assembly, deviation sub therewith, and method of using same
US3938597A (en) * 1974-05-20 1976-02-17 The Richmond Manufacturing Company Portable earth boring machine
US4013134A (en) * 1974-05-20 1977-03-22 The Richmond Manufacturing Company Portable earth boring machine with steering head
US3917010A (en) * 1974-07-25 1975-11-04 Jarva Inc Small diameter horizontal tunneling machine
US3939926A (en) * 1974-08-14 1976-02-24 The Richmond Manufacturing Company Portable earth boring machine
US3945443A (en) * 1974-08-14 1976-03-23 The Richmond Manufacturing Company Steerable rock boring head for earth boring machines
FR2285497A1 (en) * 1974-09-17 1976-04-16 Tidril Corp DRILLING PROCESS FOLLOWING A CURVED TRAJECTORY PASSING UNDER AN OBSTACLE
US4003440A (en) * 1974-09-17 1977-01-18 Tidril Corporation Apparatus and process for drilling underground arcuate paths utilizing directional drill and following liner
US4014574A (en) * 1975-04-10 1977-03-29 Browning & Bushman Mining machine having rectangular thrust transmitting conveyor column
USRE31622E (en) * 1975-04-10 1984-07-03 Rijn-Schelde-Verolme Machinefabrieken en Scheepsswerven N.V. Mining machine having rectangular thrust transmitting conveyor column
US4026371A (en) * 1975-12-22 1977-05-31 Kabushiki Kaisha Komatsu Seisakusho Pilot head for laying pipes in the ground
FR2345650A1 (en) * 1976-03-02 1977-10-21 Komatsu Mfg Co Ltd Pipe laying system for driving under roads - has drive head and thrust head to which is attached soil compaction meter
US4059163A (en) * 1976-08-16 1977-11-22 Caterpillar Tractor Co. Mine drilling apparatus and method
US4534676A (en) * 1982-12-23 1985-08-13 Kabushiki Kaisha Komatsu Seisakusho Excavating and propelling machine for laying pipelines underground
US4487525A (en) * 1983-08-18 1984-12-11 Kabushiki Kaisha Komatsu Seisakusho Propulsion pipe laying system
US4592432A (en) * 1985-06-03 1986-06-03 Williams Russell R Automatically operated boring head
WO1988002435A1 (en) * 1986-09-24 1988-04-07 G. Pezzimenti & Sons Pty. Ltd. Boring apparatus
US5452967A (en) * 1994-03-22 1995-09-26 Fuller; Frank E. Pipe laying system and method
US5813482A (en) * 1995-12-26 1998-09-29 Barbera; Leo J. Earth boring system and apparatus
US5863101A (en) * 1996-03-28 1999-01-26 Seear; Peter Kenneth Auger mining machine and mine launch device
US6688408B2 (en) 2000-05-16 2004-02-10 James S. Barbera Auger drill directional control system
US6668946B2 (en) 2001-01-22 2003-12-30 Vermeer Manufacturing Company Backreamer
US6607045B2 (en) 2001-10-10 2003-08-19 Donald Beyerl Steering apparatus
US20080073123A1 (en) * 2004-04-14 2008-03-27 Mullins H Stanley Dual-member auger boring system
US7389831B2 (en) 2004-04-14 2008-06-24 The Charles Machine Works, Inc. Dual-member auger boring system
US20090301783A1 (en) * 2006-06-16 2009-12-10 Vermeer Manufacturing Company Microtunnelling system and apparatus
US8439132B2 (en) 2006-06-16 2013-05-14 Vermeer Manufacturing Company Microtunnelling system and apparatus
US8151906B2 (en) * 2006-06-16 2012-04-10 Vermeer Manufacturing Company Microtunnelling system and apparatus
US8302704B2 (en) 2009-04-30 2012-11-06 Mclaughlin Group, Inc. Steering head
US8276687B2 (en) 2009-04-30 2012-10-02 Mclaughlin Group, Inc. Steering head
US20100276203A1 (en) * 2009-04-30 2010-11-04 William Malcolm Steering head
US8534385B2 (en) 2009-04-30 2013-09-17 Mclaughlin Group, Inc. Steering head
US8827007B2 (en) 2009-04-30 2014-09-09 Mclaughlin Group, Inc. Steering head
US9551187B2 (en) 2009-04-30 2017-01-24 Mclaughlin Group, Inc. Steering head
US10309155B2 (en) * 2009-04-30 2019-06-04 Mclaughlin Group, Inc. Steering head
US8393828B1 (en) * 2010-05-20 2013-03-12 American Augers, Inc. Boring machine steering system with force multiplier
US9039330B1 (en) 2010-06-01 2015-05-26 LLAJ, Inc. Pipe boring shield
WO2012098531A1 (en) * 2011-01-21 2012-07-26 Fourie Albert William Francis Tunnelling apparatus and method therefor
US9181752B2 (en) 2012-02-03 2015-11-10 William Malcolm Steering head
US9816321B2 (en) 2012-02-03 2017-11-14 Mclaughlin Group, Inc. Steering head for an auger casing
US10577865B2 (en) 2012-02-03 2020-03-03 Mclaughlin Group, Inc. Steering head for an auger casing

Also Published As

Publication number Publication date
JPS4849205A (en) 1973-07-11
CA974505A (en) 1975-09-16

Similar Documents

Publication Publication Date Title
US3767836A (en) Earth boring method and apparatus
US7373993B2 (en) System and method for locating and tracking a boring tool
US7654340B2 (en) Directional reaming system
US3526285A (en) Angularly adjustable auger head
US4013134A (en) Portable earth boring machine with steering head
EP1354118B1 (en) Backreamer
US3554302A (en) Directional control of earth boring apparatus
US20020043404A1 (en) Erectable arm assembly for use in boreholes
US6206109B1 (en) Apparatus and method for pilot-tube guided auger boring
GB2103690A (en) Apparatus and process for drilling underground arcuate paths
US8210774B1 (en) Guided boring machine and method
US5813482A (en) Earth boring system and apparatus
US20020020559A1 (en) Auger drill directional control system
CN106014258A (en) Coal mine underground concentric casing directional drilling device and construction method thereof
JPS6229695A (en) Drill string
US8393828B1 (en) Boring machine steering system with force multiplier
WO1996005402A1 (en) Direction controllable subsurface borehole tool
US3587756A (en) Geodynamic wing
CN114575854A (en) Jacking raise-up raise-boring machine and method
WO1998055727A1 (en) An erectable arm assembly for use in boreholes
US6607045B2 (en) Steering apparatus
CN114658379B (en) Directional core drill and use method thereof
JP2913546B2 (en) Method and apparatus for correcting the direction of embedding of propulsion pipes in mud pressure auger type small diameter pipe laying machines
JPH0452833B2 (en)
EP0122103A1 (en) Machine for boring tunnels

Legal Events

Date Code Title Description
AS Assignment

Owner name: KOEHRING COMPANY 200 EXECUTIVE DRIVE, BROOFIELD, W

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:KOEHRING COMPANY A WI CORP.;REEL/FRAME:003995/0514

Effective date: 19810505