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EP0921270A1 - Machine souterraine a tariere pour concassage electrique, excavatrice et procede d'excavation - Google Patents

Machine souterraine a tariere pour concassage electrique, excavatrice et procede d'excavation Download PDF

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Publication number
EP0921270A1
EP0921270A1 EP97936846A EP97936846A EP0921270A1 EP 0921270 A1 EP0921270 A1 EP 0921270A1 EP 97936846 A EP97936846 A EP 97936846A EP 97936846 A EP97936846 A EP 97936846A EP 0921270 A1 EP0921270 A1 EP 0921270A1
Authority
EP
European Patent Office
Prior art keywords
solution
electrodes
excavated
storage chamber
subject
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.)
Withdrawn
Application number
EP97936846A
Other languages
German (de)
English (en)
Other versions
EP0921270A4 (fr
Inventor
Takao Komatsu Research Laboratory INO
Tadayuki Komatsu Research Laboratory HANAMOTO
Norio Komatsu Research Laboratory TAKAHASHI
Yutaka Komatsu Research Laboratory KATO
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.)
Komatsu Ltd
Original Assignee
Komatsu Ltd
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 Komatsu Ltd filed Critical Komatsu Ltd
Publication of EP0921270A1 publication Critical patent/EP0921270A1/fr
Publication of EP0921270A4 publication Critical patent/EP0921270A4/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/14—Drilling by use of heat, e.g. flame drilling
    • E21B7/15—Drilling by use of heat, e.g. flame drilling of electrically generated heat
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/16—Machines for digging other holes in the soil
    • E02F5/18—Machines for digging other holes in the soil for horizontal holes or inclined holes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/30—Auxiliary apparatus, e.g. for thawing, cracking, blowing-up, or other preparatory treatment of the soil
    • E02F5/305—Arrangements for breaking-up hard ground
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/001—Drilling a non circular hole
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21C—MINING OR QUARRYING
    • E21C37/00—Other methods or devices for dislodging with or without loading
    • E21C37/18—Other methods or devices for dislodging with or without loading by electricity
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK 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
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK 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
    • E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK 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
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK 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
    • E21D9/1073—Making by using boring or cutting machines applying thermal energy, e.g. by projecting flames or hot gases, by laser beams

Definitions

  • the present invention relates to an underground augering machine by an electrical crushing, an excavator, and its excavating method, which efficiently retains a solution around electrodes for an electrical crushing by means of a pulse electrical energy discharge so as to excavate.
  • a hole is formed in a solid insulating material such as a rock and the like by a drill and the like, coaxial electrodes are inserted into the hole in a state of receiving an electrolytic solution having a viscosity (for example, a copper sulfate electrolytic solution within the hole, and a high-voltage pulse is applied to the electrodes. Accordingly, a plasma discharge is generated between the electrodes, and an electrical energy discharged at this time crushes the rock so as to separate into pieces. Further, the structure is made such that a closed area around the electrodes is filled with the electrolytic solution, thereby increasing a breaking force generated by the plasma discharge. Still further, the structure is made such that a time for increasing the high-voltage pulse is made smaller than a predetermined value, so that a discharge current can easily flow within a solid insulating material.
  • an electrolytic solution having a viscosity for example, a copper sulfate electrolytic solution within the hole
  • a high-voltage pulse is applied to the electrode
  • the electrolytic solution is combined with a gelatinizer such as a bentonite or a gelatin, thereby applying a sufficient viscosity so that the electrolytic solution does not flow out. Accordingly, in the case of excavating a vertical hole and crushing in a state that the hole is filled with the electrolytic solution, it is possible to retain the electrolytic solution if the electrolytic solution is supplemented at a certain amount for permeating the material.
  • a gelatinizer such as a bentonite or a gelatin
  • the crushing and excavating with using the horizontal hole is very important function for widening an applicable range. Accordingly, it is strongly desired to develop a technique for efficiently retaining a solution such as the electrolytic solution and the like in the horizontal hole.
  • the present invention is made by taking the problems mentioned above into consideration, and an object of the present invention is to provide an underground augering machine by an electrical crushing provided with a mechanism which can surely and efficiently retain a solution such as an electrolytic solution and the like around electrodes for electrical crushing, an excavator, and its excavating method.
  • an underground augering machine comprising:
  • the solution in the storage tank is sucked up by the pump and is fed to the periphery of the electrodes on the front face through the solution feeding pipe at a predetermined pressure.
  • the solution is prevented from flowing out by the solution retaining cover provided on the outer peripheral surface of the underground augering machine. Accordingly, since the solution around the electrodes is retained in a pressurized state, the discharge energy in the electrodes can be efficiently utilized for excavating. In this case, when the solution having a high viscosity is used, a leakage of the solution can be further reduced, so that a solution retaining effect can be improved.
  • an underground augering machine comprising:
  • the solution in the storage tank is sucked up by the pump and is fed to the periphery of the electrodes on the front face through the solution feeding pipe at a predetermined pressure.
  • the solution around the electrodes is retained between the urging machine and the ground by the case, it is possible to prevent the solution from flowing out. Accordingly, since the solution around the electrodes is retained in a pressurized state, the discharge energy in the electrodes can be efficiently utilized for excavating. In this case, when the solution having a high viscosity is used, a leakage of the solution can be further reduced, so that a solution retaining effect can be improved.
  • an underground augering machine as cited in the first or second aspect, in which the at least one pair of electrodes comprise an outer peripheral electrode which is similar to a shape of the hole to be excavated and an inner electrode which is arranged in a center portion of the outer peripheral electrode.
  • the outer peripheral electrode is formed in such a manner as to be similar to the shape of the hole to be excavated, the outer peripheral portion is formed as one of a pair of electrodes and the other electrode is arranged in the center portion thereof, a hole having a desired shape can be excavated by the electrical crushing. Therefore, an efficient underground augering can be performed.
  • an underground augering machine as cited in the first or second aspect, in which a solution retaining member for retaining the solution is provided in such a manner as to fill up the periphery of the electrodes.
  • the solution around the electrodes can be absorbed and retained by the solution retaining member. Therefore, the discharge energy in the electrodes can be efficiently utilized for excavating, so that an efficient underground augering can be performed.
  • an underground augering machine as cited in the first or second aspect, in which a continuous soil discharging mechanism for continuously discharging soils and the like crushed and excavated by the electrodes is provided.
  • an underground augering machine as cited in the second aspect, in which the case constitutes any one of a positive electrode or a negative electrode of the at least one pair of electrodes.
  • any one of the positive electrode or the negative electrode of the electrodes in the outer peripheral portion has the same function as that of the case for retaining the solution. Therefore, a structure can be simplified.
  • an excavator having a lower traveling body structured such as to freely travel, a vehicle body provided on the lower traveling body, a working machine arm portion provided in an end portion of the vehicle body in such a manner as to freely move in vertical, lateral and longitudinal directions, and a working machine provided in a front end portion of the working machine arm portion, wherein said excavator comprising:
  • the electrical crushing can be performed by applying the high-voltage pulse between the electrodes provided on the front face of the working machine in the front end of the working machine arm portion by the pulse generator. At this time, since the solution around the electrodes is retained by the case, an electrical crushing can be efficiently performed. Further, since it is possible to direct the working machine arm portion to an optional three dimensional direction so as to bring the surface of the electrodes of the working machine into contact with the subject to be excavated, it is possible to crush and excavate a free curved surface.
  • an excavator as cited in the seventh aspect, in which the electrodes of the working machine is structured such as to incline with respect to the vehicle body.
  • an excavator as cited in the seventh or eighth aspect in which the case is provided with a member which is freely expanded and contracted in a longitudinal direction of the electrodes.
  • the case is structured such as to be freely expanded and contracted in a longitudinal direction of the electrodes, an adhesion property between the surface of the subject to be excavated and the front face of the case can be improved even when a depth of excavating by the electrodes is increased. Therefore, a solution retaining property by the case can be improved, so that an efficient excavating can be performed.
  • an excavator having a working machine for excavating comprising:
  • the electrical crushing can be performed by applying the high-voltage pulse between the electrodes provided on the front end of the working machine for excavating by the pulse generator. Further, the excavated soils and the like are sucked with the solution by the soil discharging means so as to be discharged to an outer portion of the excavated hole. At this time, since the solution around the electrodes can be retained by the excavated hole and the electrodes in the outer peripheral portion or the case surrounding the electrodes, an electrical crushing can be efficiently performed.
  • an excavator as cited in the tenth aspect, in which the at least one pair of electrodes comprise an outer peripheral electrode which is similar to a shape of the hole to be excavated and an inner electrode which is arranged in a center portion of the outer peripheral electrode.
  • the outer peripheral portion of the working machine for excavating is formed in such a manner as to be similar to the shape of the hole to be excavated, the outer peripheral portion is formed as one of at least one pair of electrodes and the other electrode is arranged in the center portion thereof, a hole having a desired shape can be excavated by the electrical crushing. Therefore, an efficient underground augering can be performed.
  • an excavator having an upper vehicle body provided on a lower traveling body, a working machine for excavating which is brought into contact with a subject to be excavated so as to excavate, and a working machine arm which is provided with a front end portion attached to the working machine for excavating and a base end portion attached on the upper vehicle body, and operates an excavating position of the working machine for excavating by at least rotating, expanding or contracting, wherein said excavator comprising:
  • an electrical crushing can be performed by applying the high-voltage pulse between the electrodes provided in the crushing head of the front end portion in the working machine arm.
  • the storage chamber is formed by bringing the crushing head into contact with the subject to be excavated and the solution around the electrodes is retained in a pressurized state, an electrical crushing can be efficiently performed.
  • it is possible to crush the subject to be excavated in a state of directing the crushing head to a three dimensional optional direction it is possible to excavate a free curved surface and a tunnel having a free cross sectional shape.
  • an excavator as cited in the twelfth aspect, further comprising at least one stock chamber arranged in a lower portion of the storage chamber in such a manner as to communicate therewith in series and successively storing the crushed material stored within the storage chamber, at least one movable partition plate for partitioning the stock chamber from the storage chamber or the stock chamber in an above portion, and a movable discharge plate for discharging the crushed material provided in the stock chamber at the lowermost end within the stock chambers.
  • At least one stock chamber respectively partitioned by a plurality of movable partition plates is provided in the lower portion of the storage chamber in such a manner as to communicate therewith in series, and the movable discharge plate is provided in the lowermost stock chamber among the stock chambers. Therefore, it is possible to discharge the crushed material in the lowermost stock chamber by opening the movable discharge plate after partitioning the storage chamber by each of the movable partition plates. That is, since it is possible to store the crushed material in the stock chamber every predetermined amounts so as to discharge, an amount of the solution discharged at the same time of discharging the crushed material is reduced, so that an economical excavating operation can be performed. At this time, if the structure is made such that the crushed materials are fed to the lower stock chamber when each of the stock chambers is filled with the crushed material, an amount of the solution supplied together therewith is further reduced, so that a running cost can be made very inexpensive.
  • an excavator as cited in the twelfth aspect, wherein a screw conveyor type discharge apparatus or a vacuum type discharge apparatus for discharging the crushed material is additionally provided in the storage chamber.
  • an excavator as cited in the twelfth aspect, further comprising a front wall for separating the inner portion of the crushing head into the storage chamber and a rear portion of the storage chamber, a solution chamber formed by a rear portion of the front wall and temporarily storing the solution supplied from the solution feeding pipe, and a valve opening and closing a communication hole provided in the front wall in accordance that the crushing head is brought into contact with the subject to be excavated or separated from the subject to be excavated so as to feed the solution stored in the solution chamber to the storage chamber or stop the feeding.
  • the solution chamber for temporarily storing the solution within the crushing head is provided and the valve for feeding the solution from the solution chamber to the storage chamber or stopping the feeding is provided between the solution chamber and the storage chamber, it is possible to supply a necessary amount of solution only when performing the electrical crushing. Therefore, it is possible to save the solution and an excavating operation with a reduced running cost can be performed.
  • an excavating method of an excavator by an electrical crushing which is provided with a working machine generating a discharge in accordance with a high-voltage energy in electrodes and excavating a subject to be excavated by the discharge at a front end of a working machine arm, in which the improvement comprises steps of moving the working machine and bringing a front end portion of a crushing head having the electrodes therewithin into contact with the subject to be excavated so as to form a storage chamber surrounded by an outer peripheral wall of the crushing head and the subject to be excavated within the crushing head, supplying a solution within the storage chamber so as to fill up a periphery of the electrodes, applying and discharging a high-voltage pulse to the electrodes so as to crush the subject to be excavated, and discharging the crushed material stored within the storage chamber after being crushed to an outer portion of the storage chamber.
  • an excavating method of an excavator by an electrical crushing which is provided with a working machine generating a discharge in accordance with a high-voltage energy in electrodes and excavating a subject to be excavated by the discharge at a front end of a working machine arm
  • the improvement comprises steps of moving the working machine and bringing a front end portion of a crushing head having the electrodes therewithin into contact with the subject to be excavated so as to form a storage chamber surrounded by an outer peripheral wall of the crushing head and the subject to be excavated within the crushing head, closing at least one movable partition plate and partitioning the storage chamber so as to form at least one storage chamber, supplying a solution within the storage chamber so as to fill up a periphery of the electrodes, applying and discharging a high-voltage pulse to the electrodes so as to crush the subject to be excavated, opening a movable partition plate between the storage chamber and next stock chamber so as
  • the solution can be filled up in the storage chamber in a state of closing the movable discharge plate and the movable partition plate, the solution is not excessively supplied, so that an amount of the supplied solution can be reduced. Further, since the movable partition plate is closed and the movable discharge plate is opened after crushing, thereby discharging the crushed material, an amount of the solution discharged together with the crushed material is reduced, so that an excavating operation with an inexpensive running cost can be performed. At this time, if the structure is made such that the crushed material is fed to the lower stock chamber when each of the stock chambers is filled with the crushed material, an amount of the solution fed together therewith can be further reduced, so that a running cost can be made very inexpensive.
  • an excavating method of an excavator by an electrical crushing which is provided with a working machine generating a discharge in accordance with a high-voltage energy in electrodes and excavating a subject to be excavated by the discharge at a front end of a working machine arm, in which the improvement comprises steps of moving the working machine and bringing a front end portion of a crushing head having the electrodes therewithin into contact with the subject to be excavated so as to form a storage chamber surrounded by an outer peripheral wall of the crushing head and the subject to be excavated within the crushing head, supplying a solution within the storage chamber so as to fill up a periphery of the electrodes, applying and discharging a high-voltage pulse to the electrodes so as to crush the subject to be excavated, and continuously discharging the crushed material stored within the storage chamber after being crushed to an outer portion of the storage chamber.
  • an excavating method of an excavator by an electrical crushing which is provided with a working machine generating a discharge in accordance with a high-voltage energy in electrodes and excavating a subject to be excavated by the discharge at a front end of a working machine arm
  • the improvement comprises steps of supplying a solution to a solution chamber provided at the rear portion within a crushing head, moving the working machine and bringing a front end portion of a crushing head having the electrodes therewithin into contact with the subject to be excavated so as to form a storage chamber surrounded by an outer peripheral wall of the crushing head and the subject to be excavated within the crushing head, opening a valve and supplying the solution within the solution chamber into the storage chamber so as to fill up a periphery of the electrodes, applying and discharging a high-voltage pulse to the electrodes so as to crush the subject to be excavated, and closing the valve and discharging the crushed material stored within the storage
  • valve for the solution since the valve for the solution is opened at a time of crushing so as to supply the solution and the valve for the solution is closed when discharging the crushed material, an amount of the solution discharged together with the crushed material is reduced, so that a running cost can be reduced.
  • an electric crushing is applied to an underground augering machine.
  • Fig. 1 shows a side elevational sectional view of an underground augering machine 20.
  • Electrodes 1 are provided on a front face of a front end portion in the underground augering machine 20, and comprise at least one pair of positive electrode 2 and a negative electrode 3.
  • the positive electrode 2 and the negative electrode 3 are provided apart from each other at a predetermined distance.
  • the front end portion of the underground augering machine 20 is structured such as to freely rotate through a bearing 23 with respect to a main body portion, and each of the electrodes 1 is connected to a power cable 11 disposed in the main body portion through a slip ring 16. Then, a high-voltage pulse is applied from a pulse generator (not shown) through the power cable 11. Further, the front end portion of the underground augering machine 20 is structured such as to be swung by a swinging jack 24, so that an augering direction can be optionally set.
  • a solution retaining cover 14 is provided in an outer peripheral portion in a side of the main body of the underground augering machine 20, and the solution retaining cover 14 is mounted to an excavation starting end surface on the ground (for example, a side surface of a vertical hole). Further, a seal member 15 is mounted to a contact portion between the solution retaining cover 14 and the outer peripheral surface of the main body.
  • a solution feeding hole 14a is provided in the solution retaining cover 14, and a solution 9 is supplied from the pump 6 through the solution feeding hole 14a.
  • the solution 9 flows in a direction of an arrow A in the drawing through the main body portion of the underground augering machine and a passage between the outer peripheral surface in the front end portion and an excavated hole so as to fill up a periphery of the electrodes 1 on the front face of the front end portion. Further, a scraper 25 is arranged on the front face of the front end portion, and the solution 9 and electrically crushed soils and the like are taken into the main body from the scraper 25.
  • a high-voltage pulse is applied between the positive electrode 2 and the negative electrode 3 of the electrodes 1 when the front end portion of the underground augering machine 20 is at an optional rotational angular position so that a discharge is generated, as a result, a rock and the like are crushed by a discharge energy. Since the front end portion successively rotates, a circular hole is excavated in a horizontal direction. The periphery of the electrodes 1 is filled with the solution 9 supplied from the pump 6, and a discharge energy is efficiently charged within the rock by this solution 9.
  • the solution 9 is prevented from leaking by means of the solution retaining cover 14 and the seal member 15, the solution 9 can be retained between the outer peripheral surface of the underground augering machine and the excavated hole. Then, the excavated soils are discharged to a rear portion of the underground augering machine together with the solution 9. As mentioned above, the underground augering machine moves forward with excavating a horizontal hole D under the ground.
  • the present embodiment shows another embodiment of the underground augering machine 20.
  • Figs. 2 and 3 are side elevational cross sectional views of an underground augering machine 20A, and respectively show a state when an excavating is started and a state when an excavating is on the way.
  • an outer peripheral member in the front end portion of the underground augering machine 20A is constituted by any one of the positive electrode 2 and the negative electrode 3 of the electrodes 1, and the other pole is arranged in the center portion of the front end portion.
  • the negative electrode 3 is set to the outer peripheral member is shown.
  • An insulating body 13 is provided between the positive electrode 2 and the negative electrode 3, and a pulse generator 10 is connected to the positive electrode 2 and the negative electrode 3 through a power cable 11.
  • a solution feeding pipe 7 for supplying the solution 9 to the periphery of the electrode 1 and a discharge pipe 8 for discharging soils excavated around the electrodes 1 to a rear portion of the underground augering machine together with the solution 9 are provided in the insulating body 13.
  • a pump 6 is connected to the solution feeding pipe 7, and the pump 6 sucks up the solution stored in the storage tank 5 and supplies at a predetermined pressure.
  • the outer peripheral member in a side of a main body of the underground augering machine 20A is insulated from the negative electrode 3 with an insulating body 12, and the outer peripheral member is propelled in a excavating direction by a propelling jack 22.
  • a solution retaining cover 14 is provided in an outer peripheral portion of the main body in the underground augering machine, and the solution retaining cover 14 is mounted on an excavation starting end surface of the ground. Then, a seal member 15 is mounted to a contact portion between the solution retaining cover 14 and the outer peripheral surface of the main body.
  • Figs. 4A to 4D show an example of a cross sectional shape of the positive electrode 2 and the negative electrode 3 constituting the electrodes 1 in accordance with the present embodiment.
  • the outer peripheral member in the front end portion of the underground augering machine 20A is set as the negative electrode 3 and the positive electrode 2 is arranged in the center portion of the negative electrode 3.
  • a discharge energy in the electrodes 1 crushes the rock and the like between the positive electrode 2 and the negative electrode 3 by applying a high-voltage pulse between the positive electrode 2 and the negative electrode 3 by the pulse generator 10. Accordingly, the shape of the electrically crushed hole can be used as it is without additionally excavating by forming the outer peripheral shape of the electrodes 1 similar to a desired cross sectional shape of the hole to be excavated. Therefore, since it is possible to easily excavate the hole having a desired shape, an excavating is efficiently performed.
  • the solution 9 is fed at a predetermined pressure by the pump 6 so as to fill up the periphery of the electrodes 1 on the front face of the underground augering machine 20A.
  • the solution 9 is retained by the solution retaining cover 14 and the seal member 15 so that the fed solution 9 does not flow out from the excavation starting end surface through the outer peripheral surface of the underground augering machine 20A.
  • the structure may be made such that a solution retaining case for surrounding the periphery of the electrodes 1 is provided on the front face of the underground augering machine 20A so as to retain the solution 9 around the electrodes 1.
  • the present embodiment shows an embodiment of an underground augering machine having a noncircular cross section to which an electrical crushing is applied.
  • Fig. 5 shows a side elevational cross sectional view of an underground augering machine 60 having a noncircular cross section.
  • the electrodes 1 is mounted on a front face of an excavating head 61 provided in a front end portion of the underground augering machine 60 having a noncircular cross section, and is connected to a pulse generator 10 arranged within a tunnel by a cable or the like (not shown), thereby being applied a high-voltage pulse.
  • a seal member 15 is provided in the periphery of the excavating head 61, and the seal member 15 retains the solution between an inner surface of the tunnel and an outer surface of the excavating head 61.
  • the solution 9 is fed to the excavating head 61 through the solution feeding pipe 7 by the pump 6 and is supplied to a space between an excavated surface of the tunnel in front of the seal member 15 and the outer surface of the excavating head 61 so as to be filled in the periphery of the electrodes 1.
  • a propelling jack 22 is attached to a rear end portion of the excavating head 61 in such a manner as to freely expand and contract, and the excavating head 61 is propelled forward in accordance that the rock and the like on the front face is crushed by an expansion and contraction of the propelling jack 22. Then, the crushed material enters within a chamber 62 provided in an inner portion of the excavating head 61, and next, is discharged to a rear portion of the tunnel by a conveyor 33 arranged at the back of the chamber 62.
  • the front end portion of the electrodes 1 in the underground augering machine 60 having a noncircular cross section is brought into contact with the rock bed and the solution 9 is filled up in the periphery of the electrodes 1.
  • the solution 9 is retained in the front portion of the excavating head 61 by the seal member 15.
  • the electrodes 1 is discharged by applying a high-voltage pulse between the electrodes 1 from the pulse generator 10, so that the rock bed is electrically crushed.
  • the crushed material is discharged by the conveyor 33 after entering to the chamber 62.
  • the excavating head 61 moves forward by the propelling jack. In accordance with the manner mentioned above, an excavating is continuously and efficiently advanced.
  • Fig. 6 is a front elevational view of an excavating head 61A showing an embodiment of the excavating head having a noncircular cross section in accordance with the present embodiment
  • Fig. 7 is a perspective view of the excavating head 61A.
  • a cross section perpendicular to the excavating direction of the excavating head 61A is formed as a noncircular shape (here, a semicircular shape), and a front face portion of the cross section is separated into a plurality of fan-shaped sections 63A.
  • Fig. 8A is a perspective view of details of the fan-shaped sections 63A
  • Fig. 8B is a cross sectional view along a line E-E in Fig. 8A.
  • a positive electrode 2 is provided in a center portion of the fan-shaped section 63A
  • a negative electrode 3 is provided in an outer peripheral wall of the fan-shaped section 63A
  • the electrodes 1 are constituted by the positive electrode 2 and the negative electrode 3.
  • the positive electrode 2 is supported by a supporting member 64A made of an insulating material, for example, a plastic or the like in a state of being insulated from the negative electrode 3. Further, since the space surrounded between the positive electrode 2 and the negative electrode 3 is filled up with the solution 9, a discharge energy is efficiently applied to the rock bed.
  • Fig. 9 is a front elevational view of an excavating head 61B having a rectangular cross section in accordance with another example of the noncircular cross section
  • Fig. 10 is a perspective view of the excavating head 61B.
  • a front face portion of the excavating head 61B is separated into a plurality of rectangular sections 63B.
  • Fig. 11A is a perspective view of details of the rectangular sections 63B
  • Fig. 11B is a cross sectional view along a line F-F in Fig. 11A.
  • a star-shaped positive electrode 2 is provided in a center portion of the rectangular section 63B
  • the negative electrode 3 is provided in an outer peripheral wall of the rectangular section 63B
  • the electrodes 1 are constituted by the positive electrode 2 and the negative electrode 3.
  • the positive electrode 2 is supported by a supporting member 64B made of an insulating material, for example, a plastic or the like in a state of being insulated from the negative electrode 3. Then, since the space surrounded between the positive electrode 2 and the negative electrode 3 is filled up by the solution 9, a discharge energy can be efficiently applied to the rock bed.
  • the present embodiment shows an embodiment in which an electrical crushing is applied to an excavator.
  • FIGs. 12 and 13 are perspective views of an excavator showing the present embodiment.
  • An excavator 30 is provided with a freely traveling lower traveling body 31, and an upper rotating body 32 is provided substantially in a center portion on the lower traveling body 31 so as to freely rotate.
  • a swinging member 37 is attached to a front portion of the upper rotating body 32 so as to freely rotate in a vertical direction, and the swinging member 37 is swung by a swing motion driving cylinder 38.
  • a working machine 34 for an electrical crushing is attached to a front end portion of the swinging member 37 through a working machine driving cylinder 39, and it is structured such that a direction of the working machine 34 for an electrical crushing can be directed to an optional direction in a three dimensional space by an operation of the working machine driving cylinder 39.
  • the front face of the working machine 34 for an electrical crushing can be inclined an optional three dimensional direction with respect to the upper rotating body 32.
  • a conveyor 33 is arranged from a lower portion of the working machine 34 for an electrical crushing to a rear portion of the excavator, thereby discharging the excavated soils and the like.
  • a plurality of electrodes 1 are provided in the working machine 34 for an electrical crushing so as to be arranged in a two dimensional manner (in a plane manner).
  • Each of the electrodes 1 is constituted by a positive electrode 2 and a negative electrode 3, and in the present embodiment, it is structured such that the negative electrode 3 is formed in a rectangular square pillar and a hollow shape and the positive electrode 2 is provided in a center of the hollow portion in the negative electrode 3. Then, an excavating surface of each of the electrodes 1 is arranged in such a manner as to face in the same direction, and all the excavating surfaces of a plurality of electrodes 1 constitute an excavating surface of the working machine 34 for an electrical crushing.
  • Fig. 14 shows a mounting structure of the electrodes 1 in the working machine 34 for an electrical crushing.
  • the electrodes 1 is mounted to a supporting member 36 provided in the working machine 34 for an electrical crushing through a spring 35. Then, each of the electrodes 1 can move forward or rearward in a direction perpendicular to an excavating surface of the working machine 34 for an electrical crushing. Accordingly, it is structured such that each of the electrodes 1 can be closely adhered to an uneven surface on a surface of a subject to be excavated.
  • the negative electrode 3 in each of the electrodes 1 has the same function as that of the case for retaining the solution 9, so that the solution supplied to the electrodes 1 is retained within the negative electrode 3 and around the positive electrode 2.
  • Fig. 15 shows an example of a side elevational cross sectional view of the electrodes 1.
  • An insulating body 13 is provided within the hollow portion of the negative electrode 3, and the positive electrode 2 is arranged within the insulating body 13 and in the center of the hollow portion of the negative electrode 3.
  • a pulse generator 10 is connected to the positive electrode 2 and the negative electrode 3.
  • the front end portion of the positive electrode 2 and the negative electrode 3 project forward from the front face end of the insulating body 13.
  • a solution feeding pipe 7 is provided in the insulating body 13, and the solution 9 in the storage tank 5 is fed in a C direction shown in the drawing by the pump 6 and is supplied to the front portion of the insulating body 13, that is, the front end portion of the positive electrode 2 and the negative electrode 3 through the solution feeding pipe 7.
  • the supplied solution 9 is retained in an area surrounded by the negative electrode 3, the insulating body 13 and the surface of the subject to be excavated.
  • a predetermined solution having a high viscosity for example, a solution constituted by a grease, a water absorptive polymer and the like as the solution 9
  • the solution retaining area is under a pressurized state, so that the solution 9 can be easily retained around the positive electrode 2 and the negative electrode 3.
  • a seal member 17 is provided on an outer peripheral surface of the front end portion in the negative electrode 3, the solution retaining property can be further improved.
  • Fig. 16 shows a structure of each of the electrodes 1 in accordance with the other embodiment, in which the positive electrode 2 and the negative electrode 3 are received within a case 19.
  • the case 19 for retaining the solution 9 is provided in the outer portion of the electrodes 1 at each of the electrodes 1.
  • the solution 9 around the electrodes 1 is under a pressurized state by feeding the solution 9 having a high viscosity by means of the pump 6, so that a solution retaining property is good. Further, a solution retaining property can be improved by filling up the solution retaining area around the electrodes 1 with the solution retaining material 18.
  • the excavator shown in the present embodiment can be applied to, for example, a pulling down operation of the building, a crushing operation of the rock and the like due to a dynamite and the like. Further, it can be used as an excavator in an open caisson method.
  • FIGs. 17 and 18 are perspective views of an excavator showing the present embodiment.
  • An excavator 40 is provided with a freely traveling lower traveling body 41, and an upper rotating body 42 is provided substantially in a center portion on the lower traveling body 41 so as to freely rotate.
  • a boom 43 is attached to a front portion of the upper rotating body 42 so as to freely rotate in a vertical direction, and an arm 44 is attached to a front end portion of the boom 43.
  • the boom 43 and the arm 44 are respectively swung by, for example, a swing motion driving cylinder.
  • a working machine 45 for an electrical crushing having an elongate shape in a lateral direction is attached to a front end portion of the arm 44 toward the front portion of the excavator 40.
  • An angle formed between a longitudinal direction of the working machine 45 for an electrical crushing and the arm 44 can be changed by a cylinder for driving the working machine.
  • a plurality of electrodes 1 are provided in a front portion of the working machine 45 for an electrical crushing in a line in a longitudinal direction.
  • Each of the electrodes 1 is constituted by a positive electrode 2 and a negative electrode 3, projects toward the front portion of the working machine for an electrical crushing in an elongate manner, and in the present embodiment, the positive electrode 2 and the negative electrode 3 are alternately arranged. Then, a periphery of all the electrodes 1 is surrounded by a seal member 46 freely expanding and contracting in a longitudinal direction of the electrodes 1.
  • Fig. 19 shows a side elevational cross sectional view of the working machine 45 for an electrical crushing. The solution 9 supplied to the periphery of the positive electrode 2 and the negative electrode 3 is retained within the area surrounded by the seal member 46 and the surface of the subject to be excavated.
  • the expandable seal member 46 is provided in the front portion of the working machine 45 for an electrical crushing, it is possible to retain the solution 9 around the electrodes 1 between the surface of the subject to be excavated and the seal member 46. At this time, an adhesion property between the seal member 46 and the surface of the subject to be excavated is improved by an expanding and contracting function of the seal member 46 even when the subject to be excavated is crushed due to a discharge in the electrodes 1 and an excavated depth becomes deep. As a result, a solution retaining property can be improved and an efficient excavation can be performed.
  • the electrodes 1 of the working machine 45 for an electrical crushing are arranged in a line, they are suitable for excavating in a narrow groove shape. Then, it is possible to cut a groove having an optional shape in a free space by optionally changing an angle between a longitudinal direction of the working machine 45 for an electrical crushing and the arm 44.
  • the present embodiment shows an embodiment in which an electrical crushing is applied to a boring machine
  • Fig. 20 is a side elevational view showing the present embodiment.
  • a boring machine 50 is provided with a freely traveling lower traveling body 51, and an upper rotating body 52 is provided substantially in a center portion of the lower traveling body 51 so as to freely rotate.
  • a pump 6 for supplying the solution 9 and a pulse generator 10 for generating a high-voltage pulse are arranged on the upper rotating body 52.
  • a drum 57 is provided on the upper rotating body 52, and a solution feeding pipe 7 for feeding the solution 9 from the pump 6 and a cable 55 introducing a power cable 11 connected to the pulse generator 10 to the boring machine 54 are structured such as to be freely expanded and contracted.
  • a boom 53 is provided in the front end portion of the upper rotating body 52 so as to freely swing in a vertical direction, and a roller 58 is rotatably attached to the boom 53. Then, the cable 55 is introduced to the boring machine 54 from the drum 57 through the roller 58. Further, the excavated soils and the like are recovered to a side of the drum 57 together with the solution 9 by the cable 55 and discharged from the drum 57, and the discharged soils are discharged to an outer portion of the boring machine 50 by a conveyor 59.
  • the electrode 1 may be constituted by a plurality of electrodes in the same manner as that of each of the embodiments mentioned above. Otherwise, the electrode 1 may be constituted by a negative electrode 3 constituting an outer peripheral portion of the boring machine 54 and a positive electrode 2 provided in a center portion of the negative electrode 3. A case is provided in the periphery of the electrode 1, and the solution 9 fed through the cable 55 is retained around the electrode by the case.
  • the negative electrode 3 constitutes the outer peripheral portion of the boring machine 54
  • the negative electrode 3 has the same function as that of the case mentioned above, so that the solution 9 can be retained within the negative electrode 3.
  • an outer peripheral shape of the negative, electrode 3 can be formed so as to have a cross sectional shape similar to that of a boring hole to be excavated. Accordingly, since it is unnecessary to additionally excavate the boring hole after being excavated, an efficient excavation can be performed.
  • the present embodiment shows an embodiment in which an electrical crushing is applied to a free cross section excavator
  • Fig. 21 is a side elevational view showing the present embodiment
  • Fig. 22 is a back elevational view.
  • a free cross section excavator 70 is provided with a freely traveling lower traveling body 71, and an upper vehicle body 72 is arranged in an upper portion of the lower traveling body 71.
  • the upper vehicle body 72 is mounted substantially in a center portion of the lower traveling body 71 so as to freely rotate, accordingly, the upper vehicle body 72 is hereinafter referred to as an upper rotating body 72.
  • a first arm 74 is mounted to a pedestal 73 provided in the front end portion of the upper rotating body 72 in such a manner as to freely rotate around a horizontal axis X-X and freely rotate within a plane including the horizontal axis X-X
  • a second arm 75 is mounted to the front end portion of the first arm 74 in such a manner as to freely rotate within the plane including the same horizontal axis X-X as that of the first arm 74.
  • a crushing head 76 is mounted to the front end portion of the second arm 75 in such a manner as to freely rotate within the plane including the same horizontal axis X-X as that of the first arm 74.
  • a position and a posture of the crushing head 76 are set at a predetermined excavating position by performing a rotation of the upper rotating body 72, a rotation of the first arm 74 around the horizontal axis X-X or a rotation within the plane including the horizontal axis X-X, a rotation of the second arm 75 or the crushing head 76 within the plane including the horizontal axis X-X and the like. Accordingly, as shown in Fig. 22, it is possible to excavate an excavated hole and a tunnel having a free cross sectional shape. In this case, a moving aspect of the working machine arm for setting the position and the posture of the crushing head 76 to a predetermined position is not limited to the above.
  • the upper rotating body 72 is structured such as to freely rotate with respect to the lower traveling body 71, however, the structure is not limited to this, for example, the structure may be made such that the working body can be freely rotated with respect to the upper rotating body 72.
  • Fig. 23 is a cross sectional view showing a detailed structure of the crushing head 76.
  • a seal member 46 is provided in the front end portion of the crushing head 76, and it is structured such that a storage chamber 77 is formed between a subject Z to be excavated, the outer peripheral wall of the crushing head 76 and the insulating body 13 within the crushing head 76 by bringing the seal member 46 into contact with the subject Z to be excavated disposed in the front portion.
  • the positive electrode 2 and the negative electrode 3 of each pair of a plurality of electrodes are attached within the storage chamber 77 through the insulating body 13, and the positive electrode 2 and the negative electrode 3 are connected to a high-voltage output terminal of the same pulse generator 10 (not shown) as that mentioned above provided in a side of the vehicle body of the free cross section excavator 70 or an outer portion of the vehicle body. Further, a solution feeding pipe 7 for supplying the solution 9 from the pump 6 is connected to the storage chamber 77.
  • Fig. 25 is a side elevational cross sectional view showing a structure of a crushing head 80 in accordance with the present embodiment.
  • a seal member 46 is provided in the front end portion of the crushing head 80, and it is structured such that a storage chamber 81 is formed between a subject Z to be excavated, the outer peripheral wall of the crushing head 80, a bottom plate portion 80a of the crushing head 80 and the like by bringing the seal member 46 into contact with the subject Z to be excavated in the same manner as mentioned above.
  • the positive electrode 2 and the negative electrode 3 of each pair of a plurality of electrodes 1 are attached to the front face of the crushing head 80 through an insulating member 82, and the positive electrode 2 and the negative electrode 3 are connected to a high-voltage output terminal of the same pulse generator 10 (not shown) as that mentioned above provided in a side of the vehicle body of the free cross section excavator 70 or an outer portion of the vehicle body. Further, a hole 83 having a predetermined size is provided in the insulating member 82 so as to allow the crushed material to pass. Still further, the solution feeding pipe 7 is attached to the upper portion of the crushing head 80, and the structure is made such that the solution 9 can be supplied from the pump (not shown) through the solution feeding pipe 7.
  • a stock chamber 84 which can partition from the above storage chamber 81 is formed in the lower portion of the storage chamber 81, and a discharge port 85 is provided in the lower portion of the stock chamber 84.
  • a movable discharge plate 87 which is opened and closed by a first cylinder 86 is provided in the discharge port 85, and a movable partition plate 89 which is opened and closed by a second cylinder 88 is provided between the storage chamber 81 and the stock chamber 84.
  • one stock chamber 84 is provided in the lower portion of the storage chamber 81, however, the present invention is not limited to this.
  • the structure may be made such that a plurality of stock chambers 84a and 84 are arranged in the lower portion of the storage chamber 81 in series, and movable partition plates 89a and 89 opened and closed by respective second cylinders 88a and 88 partition between the stock chambers.
  • the crushed materials stored in the storage chamber 81 are successively fed to the lower stock chambers 84a and 84, and fed to the next stock chamber 84 when the stock chamber 84a is filled.
  • a crushing head 80A in accordance with a ninth embodiment will be described below with reference to Fig. 28.
  • the same reference numerals are attached to the same elements and an explanation thereof will be omitted.
  • a screw conveyor type discharge apparatus 90 for discharging the crushed materials is provided in the lower end portion of the crushing head 80A.
  • the screw conveyor type discharge apparatus 90 is constituted by a discharge pipe 92, a screw 93 rotating around a rotational axis along a longitudinal direction of the discharge pipe 92 within the discharge pipe 92, and a screw driving apparatus (not shown) for rotating the screw 93.
  • an operation for excavating and discharging the crushed material can be continuously and efficiently performed.
  • the structure may be made such that a separating apparatus (not shown) for separating the crushed material from the solution 9 is provided in a discharge port of the screw conveyor type discharge apparatus 90, thereby reusing the solution 9 separated by the separating apparatus.
  • a separating apparatus (not shown) for separating the crushed material from the solution 9 is provided in a discharge port of the screw conveyor type discharge apparatus 90, thereby reusing the solution 9 separated by the separating apparatus.
  • a crushing head 80B in accordance with a tenth embodiment will be described below with reference to Fig. 29.
  • the same reference numerals are attached to the same elements and an explanation thereof will be omitted.
  • a vacuum type discharge apparatus 91 for discharging the crushed material is provided in the lower end portion of the crushing head 80B.
  • the vacuum type discharge apparatus 91 is structured such as to set a pressure within a discharge pipe 92 to a pressure lower than a pressure of the open air and discharge the crushed material and the solution 9 flowed into the discharge pipe 92 to the outer portion of the storage chamber 81.
  • an operation for excavating and discharging the crushed material can be continuously and efficiently performed.
  • the structure may be made such that a separating apparatus (not shown) for separating the crushed material from the solution 9 is provided in the discharge port of the vacuum type discharge apparatus 91, thereby reusing the separated solution 9.
  • a separating apparatus (not shown) for separating the crushed material from the solution 9 is provided in the discharge port of the vacuum type discharge apparatus 91, thereby reusing the separated solution 9.
  • the seal member 46 is attached to the front end portion of the outer peripheral wall in the crushing head 95, and it is structured such that the storage chamber 81 is formed between the subject Z to be excavated, the outer peripheral wall of the crushing head 95 and a front wall 97 partitioning between an inner front portion and a rear portion of the crushing head 95 by bringing the seal member 46 into contact with the subject Z to be excavated.
  • a pair of positive electrode 2 and negative electrode 3 of each of a plurality of electrodes 1 are provided within the storage chamber 81 through the front wall 97 comprising an insulating body.
  • a solution chamber 96 separated from the storage chamber 81 by the front wall 97 is provided in the inner rear portion of the crushing head 95.
  • Fig. 31 is a detailed view of a peripheral portion of the positive electrode 2 and the negative electrode 3 in each of the electrodes 1.
  • a recess portion 98 depressed in a side of the storage chamber 81 is provided in the front wall 97, and a communication hole 99 for supplying the solution 9 to the storage chamber 81 from the solution chamber 96 is provided in the recess portion 98.
  • a through hole 100 passing from the solution chamber 96 to the storage chamber 81 is provided in a center of a bottom portion in the recess portion 98.
  • a flange 103 is provided in the center portion of the electrode 1, and a spring 104 is interposed between the flange 103 and the rear wall 101, thereby always urging the electrode 1 to a direction of the front wall 97.
  • the structure is made such that the front end portion of the electrode 1 is brought into contact with the subject Z to be excavated due to the urging force.
  • a valve 105 is provided on the front face of the flange 103, and the valve 105 is brought into contact with the front wall 97 due to the urging force of the spring 104 as shown by a narrow two dot chain line in Fig. 31, thereby stopping the supply of the solution 9 from the solution chamber 96 to the storage chamber 81.
  • the seal member 46 is attached to the front end portion of the outer peripheral wall in the crushing head 95A, and it is structured such that the storage chamber 81 is formed between the subject Z to be excavated, the outer peripheral wall of the crushing head 95A and a front wall 97 partitioning between an inner front portion and a rear portion of the crushing head 95A by bringing the seal member 46 into contact with the subject Z to be excavated. Further, a solution chamber 96 separated by the front wall 97 is provided in the inner rear portion of the crushing head 95A. Then, a pair of positive electrode 2 and negative electrode 3 of a plurality of electrodes 1 are provided within the storage chamber 81 through the front wall 97 comprising an insulating body.
  • a base end portion of each of the electrodes 1 passes to the solution chamber 96 from the storage chamber 81 and is slidably supported to the front wall 97.
  • a step portion having an end surface 114 in the side of the front wall 97 is provided in the center portion of each of the electrodes 1, and each of the electrodes 1 is urged forward by a spring interposed between the end surface 114 and the front wall 97. Due to the urging force, during the excavating operation, each of the electrodes 1 is always brought into contact with the subject Z to be excavated.
  • a valve chamber 120 is provided substantially in a center portion of the front wall 97.
  • a discharge port 111 is provided on a lower surface of the storage chamber 81, and a discharge gate 113 opened and closed by a cylinder 112 is provided.
  • Fig. 33 is a detailed cross sectional view of the valve chamber 120.
  • a first communication hole 121 communicated with the solution chamber 96 and a second communication hole 122 communicated with the storage chamber 81 are provided in the valve chamber 120.
  • a valve stem 123 provided with a valve 105 in a front end (in the side of the storage chamber 81) is provided within the valve chamber 120, and a rear end portion thereof passes through the valve chamber 120 and engaged with a solenoid 124. Then, the valve stem 123 is always urged to the side of the second communication hole 122 by the spring 125, and the valve stem 123 moves to the solenoid 124 by energizing the solenoid 124 so as to open and close the second communication hole 122.
  • the excavating operation can be performed without moving the crushing head 95A apart from the subject Z to be excavated, so that an efficient operation can be performed. Further, a supply amount of the solution 9 can be optionally adjusted, thereby reducing the discharge amount of the solution 9 at a time of discharging the crushed material to the outer portion of the storage chamber 81 so as to reduce a running cost.
  • a depressed recess portion 98 is provided in the side of the storage chamber 81 substantially in the center of the front wall 97, a communication hole 99 for communicating the solution chamber 96 with the storage chamber 81 is provided in the recess portion 98, and a valve stem 130 is slidably arranged in the center portion of the recess portion 98.
  • Fig. 35 is a detailed cross sectional view around the valve stem 130.
  • a through hole 133 passing from the solution chamber 96 to the storage chamber 81 is provided in a center of a bottom portion in the recess portion 98, and a base end side of the valve stem 130 slidably passes through the through hole 133.
  • a flange 134 is provided in an end portion in the side of the solution chamber 96 of the valve stem 130, and a valve 105 is provided on a surface of the flange 134 facing to the side of the solution chamber 96 of the front wall 97 near the recess portion 98.
  • a flange 132 is provided in a middle portion of the valve stem 130 passing to the side of the storage chamber 81, a spring 131 is provided between the flange 132 and the bottom portion of the recess portion 98, and the valve stem 130 is urged to the side of the storage chamber 81 by the spring 131. Then, in the case that the front end of the valve stem 130 is brought into contact with the subject Z to be excavated so as to be pressed against the urging force, the valve stem 130 moves while contracting the spring 131, so that the valve 105 is opened and the solution chamber 96 and the storage chamber 81 are communicated.
  • valve stem 130 moves apart from the subject Z to be excavated, the valve stem 130 moves to a position shown by a narrow two dot chain line due to the urging force of the spring 131, so that the valve 105 is closed.
  • an amount of the solution 9 discharged at a time of discharging the crushed materials can be reduced, and a running cost can be reduced.
  • the solution 9 such as an electrolyte solution and the like can be surely filled up and retained around the electrodes provided in the front end portion of the underground augering machine and within the excavating head of the excavator.
  • the solution 9 such as an electrolyte solution and the like
  • it is possible to perform an efficient electrical crushing by discharging an electricity into the crushed material itself such as the rock bed and the like, or generating an impulse wave within the solution due to the discharge within the solution.
  • Fig. 36 shows a normal relation between an ascending time of an applied pulse voltage and a withstand voltage in each of the insulating materials when applying the pulse voltage.
  • a horizontal axis shows an ascending time of an applied pulse voltage (normally shown by a time required for ascending the pulse voltage from 10 % of the maximum value to 90 % of the maximum value)
  • a vertical axis shows a withstand voltage
  • the horizontal axis is shown by a semi-logarithmic scale in a logarithmic scale.
  • curves 141, 142 and 143 respectively show properties of a water, a marble and a sandstone.
  • the withstand voltage of the marble, the sandstone and the like are smaller than that of the water when the ascending time of the pulse voltage is short. Accordingly, at this time, the discharged current easily flows to the rock rather than the solution (water), so that it is proper for improving a crushing efficiency of the rock by excavating the hole in the rock at a time of starting the crushing, or deeply crushing the rock.
  • the withstand voltage of the rock such as the marble, the sandstone and the like is larger than that of the water. Accordingly, at this time, the discharged current easily flows to the solution (water) rather than the rock, so that it is proper for widely crushing by the impulse wave generated within the solution.
  • the present invention is useful for an underground augering machine which crushes or excavates particularly a horizontal hole, an excavator and an excavating method.

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EP97936846A 1996-08-22 1997-08-20 Machine souterraine a tariere pour concassage electrique, excavatrice et procede d'excavation Withdrawn EP0921270A4 (fr)

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JP24116396 1996-08-22
JP24116396 1996-08-22
PCT/JP1997/002889 WO1998007960A1 (fr) 1996-08-22 1997-08-20 Machine souterraine a tariere pour concassage electrique, excavatrice et procede d'excavation

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WO2003057996A2 (fr) * 2002-01-03 2003-07-17 Placer Dome Technical Services Limited Procede et appareil conçus pour un systeme d'excavation plasma-hydraulique en continu
WO2003057996A3 (fr) * 2002-01-03 2004-05-06 Placer Dome Technical Services Procede et appareil conçus pour un systeme d'excavation plasma-hydraulique en continu
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WO2005054620A1 (fr) 2003-12-01 2005-06-16 Unodrill As Procede, foreuse, outil, et tete de forage par impulsions electriques
EP1711679B1 (fr) * 2003-12-01 2016-11-23 Unodrill AS Procede, foreuse, outil, et tete de forage par impulsions electriques
EP1789652A4 (fr) * 2004-08-20 2012-05-30 Tetra Corp Procedes et dispositif de forage, de fracturation et de concassage de roches a courant pulse
US9700893B2 (en) 2004-08-20 2017-07-11 Sdg, Llc Virtual electrode mineral particle disintegrator
US8567522B2 (en) 2004-08-20 2013-10-29 Sdg, Llc Apparatus and method for supplying electrical power to an electrocrushing drill
US8616302B2 (en) 2004-08-20 2013-12-31 Sdg, Llc Pulsed electric rock drilling apparatus with non-rotating bit and directional control
US8789772B2 (en) 2004-08-20 2014-07-29 Sdg, Llc Virtual electrode mineral particle disintegrator
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EP0921270A4 (fr) 2000-11-08

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