US3784257A - Steering system for a tunnel boring machine - Google Patents

Steering system for a tunnel boring machine Download PDF

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US3784257A
US3784257A US00226814A US3784257DA US3784257A US 3784257 A US3784257 A US 3784257A US 00226814 A US00226814 A US 00226814A US 3784257D A US3784257D A US 3784257DA US 3784257 A US3784257 A US 3784257A
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Prior art keywords
frame portion
tunnel
anchoring device
boring machine
tunnel boring
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US00226814A
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E Lauber
J Birrer
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Atlas Copco AB
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Atlas Copco AB
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    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/10—Making by using boring or cutting machines
    • E21D9/1093—Devices for supporting, advancing or orientating the machine or the tool-carrier
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/10—Making by using boring or cutting machines
    • E21D9/11—Making by using boring or cutting machines with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines
    • E21D9/116—Making by using boring or cutting machines with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines by means of non-concentric rotary heads

Definitions

  • the main frame carries the rotary head and has a rearwardly extending portion with slideways which slide longitudinally in a guiding member of the anchoring device. Advancing of the machine is effected by moving the main frame with respect to the anchoring device, the latter being immobilized in the tunnel.
  • a prior art machine steering is effected by moving the guiding member laterally and vertically in the anchoring device.
  • Such a prior art steering arrangement does not permit steering laterally in curves of small radius, and it is an object of the invention to provide a tunneling machine which has an improved and rigid steering arrangement that permits the machine to travel along lateral curves of relatively small radius.
  • FIG. 1 is a side elevational view of a tunneling machine
  • FIG. 2 is a plan view of the machine
  • FIG. 3 is a fragmentary plan section on a larger scale than FIG. 2,
  • FIG. 4 is a fragmentary section on line 4--4 in FIG. 3, and
  • FIG. 5 is an enlarged transverse vertical section on line 5--5 in FIGS. 1 and 2.
  • the tunneling machine has a main frame which consists of a front portion 12 and a rear portion 13.
  • the two frame portions 12, 13 are hingedly connected by an upper hinge 14 and a lower hinge 15 for pivoting about an axis I which is the common axis of the hinges.
  • a drum-like head 16 is journalled by means of a roller bearing 17 of the crossed roller type in the front frame portion 12 and a motor and gearing unit 18 is mounted so as to rotatethe drum 16 by means of a spur gear 19 meshing withan internally toothed ring gear 20 on the drum 16.
  • the ring gear 20 consists of the inner race of the roller bearing 17.
  • the drum 16 is provided with four identical cutting devices 21 each having a motor and gearing portion 22 for rotating a cutter disk 23.
  • the cutter disks have a number of main cutters 24 with sintered carbide hard metal inserts and the outer two disks have four finishing cutters 25 as well.
  • the main frame slides with an arcuate shoe 26 in the tunnel and when the drum 16 is advanced together with the main frame 12, 13 and at the same time rotated, the cutter disks 23 also being rotated, the cutter disks will undercut tangentially the rock along helical paths as described in Wohlmeyer U.S. Pat. No. 2,758,825.
  • the inclinations of the cutting devices 21 with respect to the axis of rotation of the drum 16 are exaggerated in thedrawings.
  • I and 5 only and generally denoted by 28 comprises two endless scraper bands 29 partly surrounded by a drum 30 from which dusty air is sucked through a suction pipe 31.
  • the conveyor 28 discharges onto a band conveyor 32 on a trailer 33.
  • the drum 30 of the conveyor 28 is pivotably fastened to the front frame portion 12 and its rear end is supported by means of a slide 34 of the trailer.
  • the drum 30 serves as a bar for pulling the trailer 33.
  • the conveyor 28 and the trailer 33 are not shown in FIG. 2.
  • the rear frame portion 13 includes a box girder 35 which extends to the rear.
  • the box girder 35 is slidably guided by means of a guide member 36, with replaceable inserts 36a, of an anchoring device 37.
  • the anchoring device 37 has two anchoring shoes 38, 39
  • the anchoring shoes are mounted on the pistons 41 of the jacks 40 by means of ball-joint connections.
  • the one of the jacks 40 which actuates the anchoring shoe 39 is shown in FIG. 4 but the jack which actuates the shoe 38 is not illustrated since the two jacks are identical.
  • the shoes 38, 39 are held in upright position by spring rods 45 which are firmly attached to the respective shoe by one end and slidably connected to the housing of the anchoring device by the other end.
  • the guide member 36 is mounted on a piston 42 which has two interior pressure chambers 43a, 43b separated by a stationary piston-like element 44.
  • the piston 42 is free to turn about its axis.
  • the sliding connection between the boxgirder 35 and the guide member 36 transmits to the anchoring device reaction torque loads created by the rotary motion of the head 16. It is therefore important that the play in the sliding connection is at a minimum and that the box-girder 35 is stiff and torque resistant.
  • Two double-acting hydraulic advance jacks 46, 47 are connected between the front frame 12 and the anchoring shoes 38, 39 respectively by means of balljoints.
  • the upper hinge 14, shown in details in FIGS. 3 and 4, comprises a pivot 48 on which a plate 49 of the front frame portion 12 and two plates 50, 51 of the rear frame portion 13 are pivotably mounted.
  • the plate 49 ends in an arcuate wedge 52.
  • a clutch shoe 53 with an arcuate notch 54 is guided against lateral movement by two supports 55, 56 on the rear frame portion 13, and it can be actuated into firm engagement with the wedge, 52 by means of a double-acting hydraulic jack 57 over a force amplifying link system with links 58-61.
  • the links 58, 60 are pivotably mounted on the rear frame portion 13, the links 59, 61 are pivotably mounted to the clutch shoe 53, and the jack 57 is pivotably connected to pivots 62, 63 which connect the links 58, 60 with the links 59, 61 respectively.
  • a power actuated clutch identical with the one described, is connected to the lower hinge 15.
  • the shoe 26 consists of an arcuate slide plate 64 with two upper side frames 65, 66.
  • the side frames 65, 66 are connected to the front frame portion 12 by means of two rods 67, 68 having ball-joint end connections (FIG. 3).
  • the rear ends of the side frames 65, 66 of the shoe 26 are connected by means of a distance rod 69 which also has ball-joint end connections.
  • the front frame portion 12 has a horizontal distance bar 70 which is slidably guided between the side frames 65, 66 of the shoe 26.
  • the weight of the forward part of the machine is transmitted to the side frames 65, 66 by means of two support brackets 71, 72 which are affixed on the frame portion and rest on the spherical surfaces of two semispherical slide blocks 73, 74 which are slidable with their flat surfaces on the flat horizontal surfaces of the side frames 65, 66 of the shoe 26.
  • the rear end of the main frame 12, 13 is supported by the anchoring device 37.
  • a pair of hydraulic jacks 75, 76 are used for supporting the frame 12, 13.
  • the frame 12, 13 is advanced by means of the advance jacks 46, 47 so that the machine cuts its way forwards.
  • the advance jacks 46, 47 have been extended a full stroke, the support jacks 75, 76 are actuated to support the machine, and the anchoring device 37 is released, pulled forwards by the advance jacks 46, 47 and again firmly braced against the tunnel walls. Finally, the support jacks 75, 76 are retracted. The machine is now ready for a new advance by cutting.
  • the advance jacks 46, 47 are connected in parallel in the same flow circuit, and the clutches 52, 53 are engaged to lock the hinges 14, so that the machine will cut in a straight path or in a curved path with constant radius.
  • the clutches When it is desired to alter the path laterally, the clutches are released and one of the advance jacks 46, 47 extended, the other being free to retract or being positively retracted. When the desired angle between the front frame portion 12 and the rear frame portion 13 is reached, the clutches are again engaged to lock the hinge 14, 15. The machine should be cutting during this steering operation as well as during the vertical steering operation which is effected by means of the piston 42.
  • the arrangement for connecting the frame portion 12 to the shoe 26 permits vertical steering because of the sliding connection between the distance bar 70 and the side frames 65, 66 of the shoe 26. Because of the elasticity in this arrangement, especially the elasticity of the shoe and the play in the ball joint connections, the frame portion 12 can deviate laterally in the shoe. However, the restoring forces on the frame portion 12 will be strong which is desirable. Heavy Bellevillesprings can be used instead of this built-in elasticity.
  • the invention can be varied in many other ways within the scope of the claims.
  • the heat 16, for instance, can be provided with a large number ofconventional free-rotating roller bits or disk-cutters instead of the cutting device 21.
  • a main frame having a front portion and a rear portion, a head rotatably mounted in said front frame portion adapted to rotate about a central longitudinal axis of said front frame portion, cutting devices mounted on said head for cutting into the face of the tunnel, means for supporting the front frame portion in the tunnel, a vertical joint located rearwardly of the said supporting means and interconnecting the rear end of the front frame portion and the front end of the rear frame portion so as to permit a swinging movement between the two portions only about a vertical axis, a longitudinal slideway on said rear frame portion located rearwardly of said vertical joint, a power actuated anchoring device arranged to be immobilized in the tunnel and provided with pivotably mounted guide means for guiding said slideway, said guide means permitting longitudinal movement of the slideway but restraining the slideway vertically, laterally and torquewise, motor means for displacing said guide means vertically with respect to the anchoring device to provide for the vertical steering of the machine, double acting power jack means

Abstract

A tunnel boring machine having a large rotary boring head carried by a main frame which consists of a forward portion and a rear portion, the two portions being hinged together so as to provide for the lateral steering. Power actuated clutches are provided for locking the hinge connection. A bar of the rear frame portion extends rearwards and it is slidably guided in an anchoring device so that the vertical steering can be effected by raising and lowering the slide in the anchoring device. The machine is advanced, and steered laterally as well, by means of two hydraulic jacks connected between the anchoring device and the forward frame portion.

Description

Elite taes aifii [19] Lauber et al.
[ STEERING SYSTEM FOR A TUNNEL BORING MACHINE Primary ExaminerErnest R. Purser [75] Inventors: Ernst Abraham Lauber; Josef Attorney-BUG Munson et Bin-er, both of Thun, Switzerland ABSTRACT [73] Asslgnee: Atlas Copco Aknebolag Nacka A tunnel boring machine having a large rotary boring Sweden head carried by a main frame which consists of a for- [22] Filed; F b, 16, 1972 ward portion and a rear portion, the two portions being hinged together so as to provide for the lateral [21] Appl. No.. 226,814 steering Power actuated clutches are provided for locking the hinge connection. A bar of the rear frame [52 us. Cl. 299/31, 175/76 Portion extends rearwards and it is slidably guided in [571] int. Cl. Elllg 3/04 an anchoring device so that the Vertical Steering can [58 Field of Search 299/31 be effected y raising and lowering the Slide in the choring device. The machine is advanced, and steered [56] References Ci d laterally as well, by means of two hydraulic jacks con- UNITED STATES PATENTS nected between the anchoring device and the forward 3,598,445 8/1971 Winberg 299/31 frame pox-non. 3,295,892 1/1967 Winberg et al. 299/31 8 Claims, 5 Drawing Figures 7 37 25 17 L zs l4 2, l il l] 35 l WP-wt 2'1 26 71 I2 75 46 I3 36 s l PATENIEDJAM 8 I974 SHEET 3 [IF 4 0.0 MP0 5 mm mm Wm Nb mm 10% Mm Om M4 mw Q V wk b STEERING SYSTEM FOR A TUNNEL BORING MACHINE BACKGROUND OF THE INVENTION This invention relates to a tunneling machine which travels progressively into the tunnel being bored by its large rotary head. In particular, the invention relates to a machine which has an anchoring device that is arranged to be braced firmly in the tunnel. The main frame carries the rotary head and has a rearwardly extending portion with slideways which slide longitudinally in a guiding member of the anchoring device. Advancing of the machine is effected by moving the main frame with respect to the anchoring device, the latter being immobilized in the tunnel.
In a prior art machine, steering is effected by moving the guiding member laterally and vertically in the anchoring device. Such a prior art steering arrangement does not permit steering laterally in curves of small radius, and it is an object of the invention to provide a tunneling machine which has an improved and rigid steering arrangement that permits the machine to travel along lateral curves of relatively small radius.
The invention will now be described with reference to the accompanying drawings in which a preferred enibodiment of the invention is shown byway of example.
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a side elevational view of a tunneling machine,
FIG. 2 is a plan view of the machine;
FIG. 3 is a fragmentary plan section on a larger scale than FIG. 2,
FIG. 4 is a fragmentary section on line 4--4 in FIG. 3, and
FIG. 5 is an enlarged transverse vertical section on line 5--5 in FIGS. 1 and 2.
SUMMARY OF THE INVENTION The tunneling machine has a main frame which consists of a front portion 12 and a rear portion 13. The two frame portions 12, 13 are hingedly connected by an upper hinge 14 and a lower hinge 15 for pivoting about an axis I which is the common axis of the hinges. A drum-like head 16 is journalled by means of a roller bearing 17 of the crossed roller type in the front frame portion 12 and a motor and gearing unit 18 is mounted so as to rotatethe drum 16 by means of a spur gear 19 meshing withan internally toothed ring gear 20 on the drum 16. The ring gear 20 consists of the inner race of the roller bearing 17. The drum 16 is provided with four identical cutting devices 21 each having a motor and gearing portion 22 for rotating a cutter disk 23. The cutter disks have a number of main cutters 24 with sintered carbide hard metal inserts and the outer two disks have four finishing cutters 25 as well. The main frame slides with an arcuate shoe 26 in the tunnel and when the drum 16 is advanced together with the main frame 12, 13 and at the same time rotated, the cutter disks 23 also being rotated, the cutter disks will undercut tangentially the rock along helical paths as described in Wohlmeyer U.S. Pat. No. 2,758,825. However, the inclinations of the cutting devices 21 with respect to the axis of rotation of the drum 16 are exaggerated in thedrawings. A conveyor device shown in FIGS. I and 5 only and generally denoted by 28 comprises two endless scraper bands 29 partly surrounded by a drum 30 from which dusty air is sucked through a suction pipe 31. The conveyor 28 discharges onto a band conveyor 32 on a trailer 33. The drum 30 of the conveyor 28 is pivotably fastened to the front frame portion 12 and its rear end is supported by means of a slide 34 of the trailer. Thus, the drum 30 serves as a bar for pulling the trailer 33. The conveyor 28 and the trailer 33 are not shown in FIG. 2.
The rear frame portion 13 includes a box girder 35 which extends to the rear. The box girder 35 is slidably guided by means of a guide member 36, with replaceable inserts 36a, of an anchoring device 37. The anchoring device 37 has two anchoring shoes 38, 39
. which grip the tunnel wall at diametrically opposite sides when forced outwardly by means of individually controllable hydraulic jacks 40. The anchoring shoes are mounted on the pistons 41 of the jacks 40 by means of ball-joint connections. The one of the jacks 40 which actuates the anchoring shoe 39 is shown in FIG. 4 but the jack which actuates the shoe 38 is not illustrated since the two jacks are identical. When released, the shoes 38, 39 are held in upright position by spring rods 45 which are firmly attached to the respective shoe by one end and slidably connected to the housing of the anchoring device by the other end. The guide member 36 is mounted on a piston 42 which has two interior pressure chambers 43a, 43b separated by a stationary piston-like element 44. The piston 42 is free to turn about its axis. The sliding connection between the boxgirder 35 and the guide member 36 transmits to the anchoring device reaction torque loads created by the rotary motion of the head 16. It is therefore important that the play in the sliding connection is at a minimum and that the box-girder 35 is stiff and torque resistant.
Two double-acting hydraulic advance jacks 46, 47 are connected between the front frame 12 and the anchoring shoes 38, 39 respectively by means of balljoints. The upper hinge 14, shown in details in FIGS. 3 and 4, comprises a pivot 48 on which a plate 49 of the front frame portion 12 and two plates 50, 51 of the rear frame portion 13 are pivotably mounted. The plate 49 ends in an arcuate wedge 52. A clutch shoe 53 with an arcuate notch 54 is guided against lateral movement by two supports 55, 56 on the rear frame portion 13, and it can be actuated into firm engagement with the wedge, 52 by means of a double-acting hydraulic jack 57 over a force amplifying link system with links 58-61. The links 58, 60 are pivotably mounted on the rear frame portion 13, the links 59, 61 are pivotably mounted to the clutch shoe 53, and the jack 57 is pivotably connected to pivots 62, 63 which connect the links 58, 60 with the links 59, 61 respectively. A power actuated clutch, identical with the one described, is connected to the lower hinge 15.
The shoe 26 consists of an arcuate slide plate 64 with two upper side frames 65, 66. The side frames 65, 66 are connected to the front frame portion 12 by means of two rods 67, 68 having ball-joint end connections (FIG. 3). The rear ends of the side frames 65, 66 of the shoe 26 are connected by means of a distance rod 69 which also has ball-joint end connections. The front frame portion 12 has a horizontal distance bar 70 which is slidably guided between the side frames 65, 66 of the shoe 26. The weight of the forward part of the machine is transmitted to the side frames 65, 66 by means of two support brackets 71, 72 which are affixed on the frame portion and rest on the spherical surfaces of two semispherical slide blocks 73, 74 which are slidable with their flat surfaces on the flat horizontal surfaces of the side frames 65, 66 of the shoe 26.
As previously described, the rear end of the main frame 12, 13 is supported by the anchoring device 37. When the shoes 38, 39 of the anchor-ing device are released, a pair of hydraulic jacks 75, 76 are used for supporting the frame 12, 13.
The operation of the machine will now be described:
With the head 16 and the cutter disks 23 rotating and with the anchoring device 37 immobilized in the tunnel, the frame 12, 13 is advanced by means of the advance jacks 46, 47 so that the machine cuts its way forwards. When the advance jacks 46, 47 have been extended a full stroke, the support jacks 75, 76 are actuated to support the machine, and the anchoring device 37 is released, pulled forwards by the advance jacks 46, 47 and again firmly braced against the tunnel walls. Finally, the support jacks 75, 76 are retracted. The machine is now ready for a new advance by cutting.
Normally, the advance jacks 46, 47 are connected in parallel in the same flow circuit, and the clutches 52, 53 are engaged to lock the hinges 14, so that the machine will cut in a straight path or in a curved path with constant radius.
When it is desired to alter the path laterally, the clutches are released and one of the advance jacks 46, 47 extended, the other being free to retract or being positively retracted. When the desired angle between the front frame portion 12 and the rear frame portion 13 is reached, the clutches are again engaged to lock the hinge 14, 15. The machine should be cutting during this steering operation as well as during the vertical steering operation which is effected by means of the piston 42.
The arrangement for connecting the frame portion 12 to the shoe 26 permits vertical steering because of the sliding connection between the distance bar 70 and the side frames 65, 66 of the shoe 26. Because of the elasticity in this arrangement, especially the elasticity of the shoe and the play in the ball joint connections, the frame portion 12 can deviate laterally in the shoe. However, the restoring forces on the frame portion 12 will be strong which is desirable. Heavy Bellevillesprings can be used instead of this built-in elasticity.
The invention can be varied in many other ways within the scope of the claims. The heat 16, for instance, can be provided with a large number ofconventional free-rotating roller bits or disk-cutters instead of the cutting device 21.
What we claim is:
l. in a tunnel boring maching: a main frame having a front portion and a rear portion, a head rotatably mounted in said front frame portion adapted to rotate about a central longitudinal axis of said front frame portion, cutting devices mounted on said head for cutting into the face of the tunnel, means for supporting the front frame portion in the tunnel, a vertical joint located rearwardly of the said supporting means and interconnecting the rear end of the front frame portion and the front end of the rear frame portion so as to permit a swinging movement between the two portions only about a vertical axis, a longitudinal slideway on said rear frame portion located rearwardly of said vertical joint, a power actuated anchoring device arranged to be immobilized in the tunnel and provided with pivotably mounted guide means for guiding said slideway, said guide means permitting longitudinal movement of the slideway but restraining the slideway vertically, laterally and torquewise, motor means for displacing said guide means vertically with respect to the anchoring device to provide for the vertical steering of the machine, double acting power jack means connected between the anchoring device and the rear end of the front frame portion for displacing said vertical joint sidewise in the tunnel to thereby turn said slideway and said guide means in the pivotal mounting of the latter to provide for the lateral steering of the machine, and power actuated locking means for locking said vertical joint to interlock said front and rear frame portions in various relative angular positions to thereby permit said double acting jack means to advance the main frame with respect to said anchoring device.
2. A tunnel boring machine as claimed in claim 1, in which the locking means comprises at least one power actuated notch-and-wedge friction clutch.
3. A tunnel boring machine as claimed in claim 2, in which the friction clutch is actuated by means of a double-acting hydraulic jack over a force amplifying linkage system.
4. A tunnel boring machine as claimed in claim 1, in which said anchoring device has two diametrically opposite gripper shoes for engagement with the tunnel wall and hydraulic jacks for pressing the shoes against the wall.
5. A tunnel boring machine as claimed in claim 1, in which means is arranged for supporting the rear frame portion when said anchoring device is released.
6. A tunnel boring machine as claimed in claim 4, in which a pair of hydraulic jacks are arranged for supporting the rear frame portion when said gripper shoes of the anchoring device are released.
7. A tunnel boring machine as claimed in claim 1, in which said means for supporting the front frame portion is an arc-formed shoe sliding on the tunnel bottom.
8. A tunnel boring machine as claimed in claim 1, in which a conveyor frame is pivotally connected as a pull bar between the front frame portion and a trailer located behind the rear frame portion, said conveyor frame extending under said anchoring device.
l l i UNITED STATES PATENT OFFICE CERTIFICATE OF CORRECTION Patent o, 3,784,257 Dated January 8, 1 974 Inventor(s) Ernst Abraham Lauber et a].
It is certified that error appears in the above-identified patent and that said Letters Patent are hereby corrected as shown below:
[30] Foreign Application Priority Data February 25 1911 Sweden............ 2426/71 Signed and aeaaleid this 18th day of. JuneIQW -L;
(SEAL) Attest:
EDWARD M.FLETCHER,JR. c. MARSHALL om Attesting Officer Commissioner of Patents USCOMM-DC 80876-P69 FORM Po-1o5o (10-69) f I U.S. GOVERNMENT PRINTING OFFICE IO! 0-3G6-33L

Claims (8)

1. In a tunnel boring maching: a main frame having a front portion and a rear portion, a head rotatably mounted in said front frame portion adapted to rotate about a central longitudinal axis of said front frame portion, cutting devices mounted on said head for cutting into the face of the tunnel, means for supporting the front frame portion in the tunnel, a vertical joint located rearwardly of the said supporting means and interconnecting the rear end of the front frame portion and the front end of the rear frame portion so as to permit a swinging movement between the two portions only about a vertical axis, a longitudinal slideway on said rear frame portion located rearwardly of said vertical joint, a power actuated anchoring device arranged to be immobilized in the tunnel and provided with pivotably mounted guide means for guiding said slideway, said guide means permitting longitudinal movement of the slideway but restraining the slideway vertically, laterally and torquewise, motor means for displacing said guide means vertically with respect to the anchoring device to provide for the vertical steering of the machine, double acting power jack means connected between the anchoring device and the rear end of the front frame portion for displacing said vertical joint sidewise in the tunnel to thereby turn said slideway and said guide means in the pivotal mounting of the latter to provide for the lateral steering of the machine, and power actuated locking means for locking said vertical joint to interlock said front and rear frame portions in various relative angular positions To thereby permit said double acting jack means to advance the main frame with respect to said anchoring device.
2. A tunnel boring machine as claimed in claim 1, in which the locking means comprises at least one power actuated notch-and-wedge friction clutch.
3. A tunnel boring machine as claimed in claim 2, in which the friction clutch is actuated by means of a double-acting hydraulic jack over a force amplifying linkage system.
4. A tunnel boring machine as claimed in claim 1, in which said anchoring device has two diametrically opposite gripper shoes for engagement with the tunnel wall and hydraulic jacks for pressing the shoes against the wall.
5. A tunnel boring machine as claimed in claim 1, in which means is arranged for supporting the rear frame portion when said anchoring device is released.
6. A tunnel boring machine as claimed in claim 4, in which a pair of hydraulic jacks are arranged for supporting the rear frame portion when said gripper shoes of the anchoring device are released.
7. A tunnel boring machine as claimed in claim 1, in which said means for supporting the front frame portion is an arc-formed shoe sliding on the tunnel bottom.
8. A tunnel boring machine as claimed in claim 1, in which a conveyor frame is pivotally connected as a pull bar between the front frame portion and a trailer located behind the rear frame portion, said conveyor frame extending under said anchoring device.
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CN105386774A (en) * 2015-12-31 2016-03-09 卢兴耐 Trapezoidal pipe jacking tunneling machine
EP3735514A4 (en) * 2018-01-02 2021-12-08 Norhard Asset AS Device at tunnel boring machine arranged for drilling operations without operators in the borehole

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US3859810A (en) * 1973-05-23 1975-01-14 Dresser Ind Tunnel boring machine
US4136910A (en) * 1974-10-30 1979-01-30 Coal Industry (Patents) Limited Excavating machines
US4013319A (en) * 1975-03-20 1977-03-22 Hydroacoustics Inc. Tunneling machine with massive guide for impact tools
US4302054A (en) * 1978-12-15 1981-11-24 Coal Industry (Patents) Limited Cutter unit assemblies for excavating machines and to excavating machines including cutter unit assemblies
US4432665A (en) * 1980-09-05 1984-02-21 Gewerkschaft Eisenhutte Westfalia Tunnel driving apparatus
US4818025A (en) * 1986-11-14 1989-04-04 Hecla Mining Company Narrow opening mechanical miner
US6270163B1 (en) 1998-09-14 2001-08-07 Holmes Limestone Co. Mining machine with moveable cutting assembly and method of using the same
US6554368B2 (en) 2000-03-13 2003-04-29 Oil Sands Underground Mining, Inc. Method and system for mining hydrocarbon-containing materials
US6929330B2 (en) 2000-03-13 2005-08-16 Oil Sands Underground Mining, Inc. Method and system for mining hydrocarbon-containing materials
US20040070257A1 (en) * 2000-03-13 2004-04-15 Oil Sands Underground Mining, Inc. Method and system for mining hydrocarbon-containing materials
US6869147B2 (en) 2000-03-13 2005-03-22 Oil Sands Underground Mining, Inc. Method and system for mining hydrocarbon-containing materials
US20030173819A1 (en) * 2001-12-10 2003-09-18 Hames Marilyn Patricia Ann Mining method for steeply dipping ore bodies
US6857706B2 (en) 2001-12-10 2005-02-22 Placer Dome Technical Services Limited Mining method for steeply dipping ore bodies
US20030160500A1 (en) * 2002-01-09 2003-08-28 Drake Ronald D. Method and means for processing oil sands while excavating
US7461901B2 (en) 2002-01-09 2008-12-09 Osum Oil Sands Corp. Method and means for processing oil sands while excavating
US20050093361A1 (en) * 2002-01-09 2005-05-05 Oil Sands Underground Mining, Inc. Method and means for processing oil sands while excavating
US7097255B2 (en) 2002-01-09 2006-08-29 Oil Sands Underground Mining Corp. Method and means for processing oil sands while excavating
US7448692B2 (en) 2002-01-09 2008-11-11 Osum Oil Sands.Corp Method and means for processing oil sands while excavating
US20070085409A1 (en) * 2002-01-09 2007-04-19 Oil Sands Underground Mining Corp. Method and means for processing oil sands while excavating
US20100109417A1 (en) * 2002-10-15 2010-05-06 Minister Of Natural Resources Canada Automated Excavation Machine
US8016363B2 (en) 2002-10-15 2011-09-13 Eric Jackson Automated excavation machine
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US20050218711A1 (en) * 2003-06-04 2005-10-06 Oil Sands Underground Mining, Inc. Method and means for recovering hydrocarbons from oil sands by underground mining
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US7128375B2 (en) 2003-06-04 2006-10-31 Oil Stands Underground Mining Corp. Method and means for recovering hydrocarbons from oil sands by underground mining
US20040262980A1 (en) * 2003-06-04 2004-12-30 Watson John David Method and means for recovering hydrocarbons from oil sands by underground mining
US20060000121A1 (en) * 2004-04-23 2006-01-05 Placer Dome Technical Services Limited Excavation apparatus and method
US7192093B2 (en) 2004-04-23 2007-03-20 Placer Dome Technical Services Limited Excavation apparatus and method
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US8287050B2 (en) 2005-07-18 2012-10-16 Osum Oil Sands Corp. Method of increasing reservoir permeability
US20070039729A1 (en) * 2005-07-18 2007-02-22 Oil Sands Underground Mining Corporation Method of increasing reservoir permeability
US20080017416A1 (en) * 2006-04-21 2008-01-24 Oil Sands Underground Mining, Inc. Method of drilling from a shaft for underground recovery of hydrocarbons
US8127865B2 (en) 2006-04-21 2012-03-06 Osum Oil Sands Corp. Method of drilling from a shaft for underground recovery of hydrocarbons
US20080078552A1 (en) * 2006-09-29 2008-04-03 Osum Oil Sands Corp. Method of heating hydrocarbons
US20100224370A1 (en) * 2006-09-29 2010-09-09 Osum Oil Sands Corp Method of heating hydrocarbons
US20080087422A1 (en) * 2006-10-16 2008-04-17 Osum Oil Sands Corp. Method of collecting hydrocarbons using a barrier tunnel
US7644769B2 (en) 2006-10-16 2010-01-12 Osum Oil Sands Corp. Method of collecting hydrocarbons using a barrier tunnel
US8313152B2 (en) 2006-11-22 2012-11-20 Osum Oil Sands Corp. Recovery of bitumen by hydraulic excavation
US20090084707A1 (en) * 2007-09-28 2009-04-02 Osum Oil Sands Corp. Method of upgrading bitumen and heavy oil
US8167960B2 (en) 2007-10-22 2012-05-01 Osum Oil Sands Corp. Method of removing carbon dioxide emissions from in-situ recovery of bitumen and heavy oil
US20090100754A1 (en) * 2007-10-22 2009-04-23 Osum Oil Sands Corp. Method of removing carbon dioxide emissions from in-situ recovery of bitumen and heavy oil
US20090139716A1 (en) * 2007-12-03 2009-06-04 Osum Oil Sands Corp. Method of recovering bitumen from a tunnel or shaft with heating elements and recovery wells
US20090194280A1 (en) * 2008-02-06 2009-08-06 Osum Oil Sands Corp. Method of controlling a recovery and upgrading operation in a reservoir
US8176982B2 (en) 2008-02-06 2012-05-15 Osum Oil Sands Corp. Method of controlling a recovery and upgrading operation in a reservoir
US8209192B2 (en) 2008-05-20 2012-06-26 Osum Oil Sands Corp. Method of managing carbon reduction for hydrocarbon producers
EP2703564A1 (en) * 2012-08-30 2014-03-05 BAUER Maschinen GmbH Guide frame for guiding a milling device
US9297137B2 (en) 2012-08-30 2016-03-29 Bauer Maschinen Gmbh Guide frame for guiding a cutting apparatus
CN105386774A (en) * 2015-12-31 2016-03-09 卢兴耐 Trapezoidal pipe jacking tunneling machine
EP3735514A4 (en) * 2018-01-02 2021-12-08 Norhard Asset AS Device at tunnel boring machine arranged for drilling operations without operators in the borehole

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