JP2016156167A - Tunnel excavation device and tunnel excavation method - Google Patents

Abstract

PROBLEM TO BE SOLVED: To enable a cylindrical foundation remaining inside a section excavated by an excavation device to be efficiently crushed when a tunnel is excavated using the excavation device that excavates the foundation into a toric shape.SOLUTION: A cylindrical tunnel excavation device 10 for excavating a tunnel in a foundation comprises: an excavation device body; an excavation part which is disposed on a tip side of the excavation device body and excavates the foundation in a toric shape by rotating around a central axis of the tunnel excavation device 10 to the excavation device body; and a disk cutter 68 which is disposed on a surface on a side of the central axis of the cylindrical tunnel excavation device 10 and excavates a side surface of the columnar foundation remained inside a section excavated into the toric shape by the excavation part 30.SELECTED DRAWING: Figure 3

Description

  The present invention relates to a tunnel excavation apparatus and a tunnel excavation method, and more particularly to a cylindrical tunnel excavation apparatus for excavating a tunnel in the ground and a tunnel excavation method using the tunnel excavation apparatus.

  In recent years, as a method of excavating a tunnel in the ground, a step of excavating the ground at a position corresponding to the outer ring portion of the tunnel in an annular shape with a cylindrical excavator, and a ground remaining in a columnar shape inside the excavator A method of constructing a tunnel by performing a process of excavating a pit is proposed.

  The present applicants have an annular cutter head in which a plurality of excavation bits are attached to the front end surface of the apparatus as an excavating apparatus for excavating a tunnel by such a method, and pressing the cutter head against the ground A device for excavating the ground in an annular shape by rotating it has been proposed (see Patent Documents 1 to 3).

Japanese Patent No. 4934234 Japanese Patent No. 5138821 JP 2014-5679 A

  In the method described in Patent Document 3, the ground remaining in the columnar shape inside the excavator is excavated by a large breaker or the like, the excavated excavated soil is put into a rock crusher by a backhoe, and finely divided by the rock crusher. The crushed excavated soil is carried back by a conveyor.

  When the ground that constructs the tunnel is soft, the ground that remains in a cylindrical shape inside the excavator is naturally crushed. On the other hand, when the ground for constructing the tunnel is a hard ground such as a bedrock, the columnar ground remains as it is inside the ring excavated. However, when such a hard ground is divided by a large breaker, it takes time.

  In addition, when the rock that builds the tunnel is hard, the excavation speed of the excavator can be improved by reducing the cross-sectional area of the portion to be excavated by the excavator and increasing the cross-sectional area of the excavator by a heavy machine such as a large breaker. can do. Moreover, the excavation bit provided in the front end surface of the apparatus is worn out by excavating the ground and needs to be replaced. For this reason, it is preferable that the cross-sectional area of the portion excavated by the excavator is smaller because the number of excavation bits can be reduced and the cost of tunnel excavation can be suppressed. However, if the cross-sectional area of the portion excavated by the excavator is reduced in this way, the cross-sectional area of the inner portion of the portion excavated by the excavator increases, and the ground of this portion is split by a heavy machine such as a large breaker. It takes more time to do.

  The present invention has been made in view of the above problems, and when excavating a tunnel using an excavator that excavates the ground in an annular shape, the ground remaining in a columnar shape inside a portion excavated by the excavator It is to enable efficient crushing.

  The present invention relates to a cylindrical tunnel excavator for excavating a tunnel in the ground, which is provided on the excavator main body and the distal end side of the excavator main body, around the central axis of the tunnel excavator with respect to the excavator main body The excavation part that excavates the ground in an annular shape by rotating to the center and the cylindrical shape that is provided on the surface on the central axis side of the cylindrical tunnel excavator and remains inside the part excavated in an annular shape by the excavation part And a cutter member for cutting the side surface of the ground.

  According to the present invention, the cutter member is provided on the inner surface of the cylindrical tunnel excavator so as to protrude toward the ground of the inner portion of the portion excavated in an annular cross-section by the excavation part. The ground in the inner part of the part excavated in the shape of an annular cross section is drilled by the cutter part, and cracks are induced in the ground, so that it naturally collapses. Thereby, the ground which remains in a columnar shape can be crushed efficiently.

In the present invention, preferably, the cutter member includes an excavation part cutter member that is fixed to the surface on the central axis side of the excavation part and rotates together with the excavation part.
According to the present invention having such a configuration, the excavation part cutter member rotates together with the excavation part, and the periphery of the columnar ground can be drilled, and cracks can be induced in the entire ground.

  In the present invention, preferably, the excavation part cutter member includes a disc cutter that is rotatable about a rotation axis, and the disc cutter is disposed so that the rotation axis is parallel to the central axis of the excavator.

  According to the present invention having such a configuration, since the disc cutter is provided along the rotation direction of the excavation part, the disc cutter of the excavation part cutter member is prevented from being worn and is perpendicular to the central axis of the cylindrical ground. Can induce directional cracks.

Preferably, the present invention further includes a rock crusher provided at an inner lower portion of the excavator body, and the cutter member is on the surface of the central axis side of the excavator body on the front side of the excavation direction with respect to the rock crusher. The main body part cutter member provided is included.
According to the present invention having such a configuration, the ground can be reliably crushed in front of the rock crusher.

  In the present invention, preferably, the main body cutter member includes a disk cutter that can rotate around a rotation axis, and the disk cutter is disposed such that the rotation axis is perpendicular to the central axis of the excavator.

  According to the present invention having such a configuration, since the disk cutter is provided along the traveling direction of the columnar ground, it is possible to prevent the wear of the main body cutter member and to prevent the body cutter member from being worn in a direction parallel to the columnar ground. Can induce cracks.

  The tunnel excavation method of the present invention is a method of excavating a tunnel with the above-described tunnel excavation apparatus, the step of excavating the ground in an annular shape by rotating the excavation part relative to the excavation apparatus body, and the excavation part Cutting the side surface of the ground of the inner portion of the portion excavated into an annular cross section with a cutter member.

In the present invention, preferably, the method further includes the step of forming a crack-inducing hole in the ground of the inner portion of the portion excavated in an annular cross section by the excavation portion.
According to the present invention having such a configuration, the occurrence of cracks in the columnar ground can be further induced.

  ADVANTAGE OF THE INVENTION According to this invention, when excavating a tunnel using the excavation apparatus which excavates the ground in an annular shape, the ground remaining in a columnar shape can be efficiently crushed.

It is a perspective view which shows the excavation apparatus of this embodiment. It is a longitudinal direction vertical sectional view which shows the excavation apparatus of this embodiment. It is the III-III sectional view in FIG. It is IV-IV sectional drawing in FIG. It is VV sectional drawing in FIG. It is an expansion perspective view of the excavation part of the excavator of this embodiment, (A) is a front perspective view, (B) is a back perspective view, (C) is an enlarged view of the A section in (A), (D) is It is an enlarged view of the D section in (B). It is a figure which shows the column-shaped ground of the state which formed the several hole.

Hereinafter, an embodiment of a tunnel excavation apparatus and a tunnel excavation method of the present invention will be described in detail with reference to the drawings.
1 to 6 show an excavator 10 according to the present embodiment. FIG. 1 is a perspective view, FIG. 2 is a longitudinal vertical sectional view, FIG. 3 is a sectional view taken along line III-III in FIG. IV-IV sectional drawing, FIG. 5 is VV sectional drawing in FIG. 2, FIG. 6 is an expansion perspective view of an excavation part. 6A is a front perspective view, FIG. 6B is a rear perspective view, FIG. 6C is an enlarged view of portion A in FIG. 6A, and FIG. 6D is an enlarged view of portion D in FIG. .

  As shown in FIGS. 1 and 2, the excavator 10 excavates the ground with a cylindrical shell 12, a drilling mechanism 14 provided at the tip of the shell 12 in the direction of excavation (hereinafter referred to as the front), and the ground. The excavation soil carry-out mechanism 16 for carrying out the excavated soil generated in this manner and the propulsion mechanism 18 for propelling the excavation mechanism 14 are provided.

  The shell 12 is composed of a rotating part shell 20, a first fixed part shell 22, a second fixed part shell 24, and a third fixed part shell 26 that are sequentially connected from the front. The The first fixed part shell 22, the second fixed part shell 24, and the third fixed part shell 26 constitute the apparatus main body of the present invention. The rotating part shell 20 has a roller bit 38 and a drilling bit 40 on the front end surface 20A, as well as a first fixed part shell 22, a second fixed part shell 24, and a third fixed part shell. It can rotate with respect to the body 26 (excavator main body 31), and comprises the excavation part 30 of this invention.

  The rotary shell 20 includes an annular tip surface 20A that forms a tip surface, a cylindrical outer cylinder 20B that extends rearward from the outer periphery of the tip surface 20A, and a cylinder that extends rearward from the inner periphery of the tip surface 20A. A cylindrical inner cylinder 20C.

  As shown in FIGS. 3 and 6, a pair of disk cutters 68 as excavation part cutter members of the present invention are provided at positions facing the inner cylinder 20 </ b> C of the rotating part shell 20. The disk cutter 68 is a member in which a circular disk is rotatable about a rotation axis, and is provided so that the rotation axis is parallel to the center axis of the excavator 10. Further, the disc cutter 68 is provided so as to partially protrude from the inner surface of the inner cylindrical body 20C, that is, toward the ground of the inner portion of the portion excavated in an annular cross section by the excavating portion as will be described later. ing.

  As shown in FIGS. 2 and 3, the first fixed part shell 22, the second fixed part shell 24, and the third fixed part shell 26 are respectively outside the rotating part shell 20. Cylindrical outer cylinders 22B, 24B, and 26B formed to have substantially the same diameter as the cylinder 20B, and the inner cylinder 20C of the first fixed portion shell 22 disposed in the outer cylinders 22B, 24B, and 26B. And a plurality of support members provided so as to connect the inner cylindrical bodies 22C, 24C, and 26C and the outer cylindrical bodies 22B, 24B, and 26B. (Not shown). These shells 20, 22, 24, and 26 are each made of steel. The first fixed portion is formed such that a gap 20D is formed between the rear end of the inner cylindrical body 20C of the rotating portion shell 20 and the front end of the inner cylindrical body 22C of the first fixed portion shell 22. The shell 22 terminates in front of the front end of the inner cylindrical body 22C.

  Inner cylinders 20C, 22C, 24C, 26C and outer cylinders constituting the rotary part shell 20, the first fixed part shell 22, the second fixed part shell 24, and the third fixed part shell 26 The bodies 20B, 22B, 24B, and 26B are arranged concentrically and coaxially with the rotation shaft of the excavation mechanism 14 described in detail later, whereby the inner cylinders 20C, 22C, 24C, and 26C and the outer cylinders 20B, 22B, An annular space is formed between 24B and 26B. The support member is made of a rod-like or plate-like steel material, the number capable of supporting earth pressure acting on the outer cylinders 20B, 22B, 24B, 26B, with the central axis of the inner cylinders 20C, 22C, 24C, 26C as the center The inner cylinders 20C, 22C, 24C, and 26C and the outer cylinders 20B, 22B, 24B, and 26B are provided so as to radiate at appropriate intervals in the circumferential direction and the axial direction. The propulsion mechanism 18 is accommodated in an annular space between the inner cylinders 20C, 22C, 24C, and 26C and the outer cylinders 20B, 22B, 24B, and 26B.

  The rotating part shell 20 is rotatably connected to the first fixed part shell 22. Note that slipping can be improved by interposing a bearing or the like between the rotating portion shell 20 and the first fixed portion shell 22.

  Further, the front end portions of the inner cylindrical body 24C and the outer cylindrical body 24B of the second fixed portion shell body 24 are located between the inner cylindrical body 22C of the first fixed portion shell body 22 and the rear end portion of the outer cylindrical body 22B. It is housed in the space. With this configuration, the second fixed portion shell 24 is connected to the first fixed portion shell 22 so as to be slidable in the axial direction.

  Similarly, the front end portions of the inner cylinder body 26C and the outer cylinder body 26B of the third fixed portion shell body 26 are the rear end portions of the inner cylinder body 26C and the outer cylinder body 26B of the second fixed portion shell body 24, respectively. Is housed between. With this configuration, the third fixed portion shell 26 is connected to the second fixed portion shell 24 so as to be slidable in the axial direction. The connecting portion between the first fixed portion shell 22 and the second fixed portion shell 24 and the connecting portion between the second fixed portion shell 24 and the third fixed portion shell 26 are axially connected. A guide member for guiding the sliding may be provided.

  As shown in FIG. 2, the excavation mechanism 14 includes a excavation unit 30 including a plurality of excavation bits formed on the front end surface 20 </ b> A of the rotating unit shell 20, and a deceleration disposed in the first fixed unit shell 22. Machine 32 and motor 34.

  As shown in FIGS. 1 and 6, a plurality of openings 36 are formed in the distal end surface 20 </ b> A of the rotating part shell 20 at intervals in the circumferential direction, and the space 20 </ b> E inside the rotating part shell 20 is formed outside. Are communicated with each other through the opening 36.

  As shown in FIG. 6, the excavation unit 30 includes a plurality of roller bits 38 provided on the planar distal end surface 20 </ b> A of the rotating unit shell 20 at intervals in the circumferential direction, and the distal end surface of the rotating unit shell 20. And a plate-shaped drill bit 40 provided at the edge of the opening 36 formed in 20A. In addition, as described above, the disc cutter 68 is provided so that a part of the inner cylinder 20C of the rotating portion shell 20 protrudes from the inner surface of the inner cylinder 20C (the surface on the central axis side of the excavator 10). ing.

  As shown in FIG. 2, a pin rack 35 is attached to the rear end portion of the rotary shell 20 via a ring 33. A reduction gear 32 is connected to the motor 34 disposed in the first fixed portion shell 22, and a pinion 37 is attached to the reduction gear 32. A pinion 37 attached to the speed reducer 32 meshes with a pin rack 35 attached to the rotating part shell 20. As a result, when the motor 34 rotates, the torque is amplified through the speed reducer 32 and transmitted to the rotating part shell 20, and the rotating part shell 20 is centered on the central axis. Rotates relative to the fixed shells 22, 24, 26.

  As shown in FIG. 6, each roller bit 38 is arranged at a different position in the radial direction. Thereby, when the rotary shell 20 rotates in the circumferential direction, the trajectory through which each roller bit 38 passes becomes a concentric circle having substantially equal intervals in the radial direction, and uniform excavation can be performed regardless of the diameter.

  Further, the drill bit 40 is formed of a bit having a sharp tip, and is excavated so that the cutting surface cut by the roller bit 38 is flattened by the rotation of the rotating shell 20.

  As shown in FIG. 6, the excavated soil carry-out mechanism 16 is provided in the space 20E inside the rotating part shell 20 so as to divide the space 20E in the rotating part shell 20 into a plurality of chambers 20F in the circumferential direction. The plurality of plate members 42 and the first fixing portion shell 22 are fixed to the front end portion of the inner cylindrical body 22C and attached so as to extend toward the rear end of the inner cylindrical body 20C of the rotating portion shell body 20. A closing plate 44 (FIG. 4), and a jet nozzle (not shown) having a jet outlet provided on the front end surface 20 </ b> A of the rotating portion shell 20 so as to jet water toward the ground. ing.

  Each plate member 42 is connected to the back surface of the tip portion 20A of the rotary member shell 20 where the drill bit 40 is attached, and is provided perpendicular to the tip surface 20A. In the present embodiment, the plate member 42 is provided perpendicular to the distal end surface 20A. However, the plate member 42 is not limited thereto, and may be provided so as to be inclined in the circumferential direction of the rotating portion shell 20 toward the rear. . Thus, by providing the plate member 42 in the rotating part shell 20, the rigidity of the rotating part shell 20 can be improved.

  The closing plate 44 has a predetermined clearance 20D between the rear end of the inner cylinder 20C of the rotating part shell 20 and the front end of the inner cylinder 22C of the first fixed part shell 22 from the lowermost part in the circumferential direction. Are provided so as to close the portion up to the height (in this embodiment, portions of about 120 ° on both sides in the circumferential direction from the lowermost portion).

  As shown in FIGS. 2-5, the propulsion mechanism 18 includes a front axial jack 52, a rear axial jack 50, a front radial jack 54, a rear radial jack 56, and an auxiliary jack. And a propulsion jack 57.

  The front axial jack 52 is accommodated between the inner cylinders 22C and 24C and the outer cylinders 22B and 24B from the first fixed part shell 22 to the second fixed part shell 24, Is fixed to the support member of the first fixed part shell 22, and the rear end is fixed to the support member of the second fixed part shell 24.

  The rear axial jack 52 is accommodated between the inner cylinders 24C and 26C and the outer cylinders 24B and 26B from the second fixed part shell 24 to the third fixed part shell 26, Is fixed to the support member of the second fixed portion shell 24, and the rear end is fixed to the support member of the third fixed portion shell 26.

  A plurality of the front axial jacks 52 and the rear axial jacks 50 are provided at appropriate intervals in the circumferential direction so as not to interfere with other members.

  The front radial jack 54 is accommodated in the first fixed shell 22. The outer cylindrical body 22B of the first fixed portion shell 22 has an opening formed at a position corresponding to the front radial jack 54, and the front radial jack 54 extends radially outward from the excavator 10 through this opening. It can be expanded and contracted so as to protrude toward the direction.

  The rear radial jack 56 is accommodated in the third fixed shell 26. The outer cylinder body 26B of the third fixed portion shell body 26 is formed with an opening at a position corresponding to the rear radial jack 56, and the rear radial jack 56 passes through the opening from the radial outer side of the excavator 10. It can be expanded and contracted so as to protrude toward the direction.

The propulsion jack 57 is disposed below the rear end portion of the excavator 10 and can extend and contract toward the rear of the excavator 10.
The front axial jack 52, the rear axial jack 50, the front radial jack 54, the rear radial jack 56, and the propulsion jack 57 are connected to a control device (not shown). The hydraulic pressure is supplied by the control device.

  As shown in FIGS. 2 and 3, the inner cylinder body of the rotating part shell 20 is disposed inside the inner cylinder bodies 22 </ b> C, 24 </ b> C, 26 </ b> C of the first to third fixed part shell bodies 22, 24, 26. A floor stand 58 is attached in accordance with the height of the lower part of 20C. An opening is formed in the floor 58, and a rock crusher 64, which will be described in detail later, is provided below the opening.

  As shown in FIG. 2, the excavated soil carry-out mechanism 16 includes a rock crusher 64 and a conveyor 60. A breaker 62 is disposed on the floor 58 of the excavator 10.

  The floor 58 is a plate material that extends horizontally from the inside of the rotating part shell 20 toward the rear. The floor 58 is provided at a height equal to the lower end of the inner surface of the inner cylindrical body 20C of the rotating part shell 20, and the inner cylinders 20C and 22C of the rotating part shell 20 and the first fixed part shell 22 are provided. The width is such that no gap is formed between the two.

  The front end of the conveyor 60 is located below the rock crusher 64 and extends rearward. The lower part of the inner cylinders 22C, 24C, and 26C of the first fixed part shell 22, the second fixed part shell 24, and the third fixed part shell 26 is cut over a predetermined width, The conveyor 60 is disposed in the cut portion. The conveyor 60 extends rearward, is inclined obliquely upward at the rear portion of the excavator 10, and the rear end is located above the rear conveyor 60.

  The rock crusher 64 is a biaxial crusher having a screw-shaped crushing bit. As such a crusher, for example, a sizer manufactured by MMD can be used. The rock crusher 64 is provided immediately below the opening of the floor 58 and is disposed immediately above the conveyor 60.

  Further, a disc cutter 68 as a main body cutter member of the present invention is provided in front of the rock crusher 64 of the floor 58 at the center in the width direction of the apparatus. The disc cutter 70 has the same configuration as that of the disc cutter 70 provided on the rotary shell 20 and is provided such that the rotation shaft extends in the width direction of the apparatus. Further, a part of the disc cutter 70 is provided on the surface of the floor 58 (the surface on the central axis side of the excavator 10) so as to protrude toward the internal space.

Hereinafter, a method for constructing a tunnel by the tunnel excavation system of this embodiment will be described.
In the present embodiment, the tunnel having a circular cross section is constructed by excavating the ground in an annular cross section with the excavator 10 and excavating the remaining ground in the center with the breaker 62 later.

Hereinafter, a method for excavating the ground in an annular cross-section by the excavator 10 will be described.
When excavating the ground, while the excavator 10 is propelled by the propulsion mechanism 18, the rotary shell 20 (excavator 30) rotates relative to the fixed shells 22, 24, 26 (excavator main body 31). Further, the excavated soil is discharged by the excavated soil carry-out mechanism 16.

  In order to propel the excavator 10, first, the rear radial jack 56 is extended radially outward to press the surrounding ground. Then, the rear axial jack 50 is extended in a state where a reaction force is applied to the surrounding ground by the rear radial jack 56. Thereby, the rotating part shell 20, the first fixed part shell 22, and the second fixed part shell 24 are pushed forward with respect to the third fixed part shell 26. At this time, the ground can be excavated in an annular shape by the roller bit 38 and the drill bit 40 by rotating the rotary shell 20.

  That is, the motor 34 of the excavation mechanism 14 is rotated in a state where the tip surface 20A of the rotary shell 20 is pressed against the ground by the propulsion mechanism 18. The rotational force of the motor 34 is transmitted to the speed reducer 32, the torque is amplified, and the rotating part shell 20 is rotated via the pinion 37 and the pin rack 35. When the rotating part shell 20 rotates, first, the ground is excavated in a sawtooth shape by the roller bit 38 on the tip surface 20A, and the surface irregularities are cut by the drill bit 40. Thereby, the ground can be excavated in an annular shape.

  When excavating the ground by rotating the rotating shell 20, the excavation direction of the excavator 10 can be adjusted by extending each of the front axial jacks 52 by different lengths. That is, for example, by increasing the extension length of the front axial jack 52 positioned below the apparatus, compared to the extension length of the front axial jack 52 positioned above the apparatus, The first fixed part shell 22 can be directed obliquely upward with respect to the second fixed part shell 24.

  Next, the front radial jack 54 is extended radially outward to press the surrounding ground. Then, the rear axial jack 50 is contracted while the reaction force is applied to the surrounding ground by the front radial jack 54. As a result, the third fixed portion shell 26 is drawn toward the first fixed portion shell 22. The excavator 10 can be advanced by repeating the above steps.

In addition, not only said method but a propulsion jack can be provided behind an apparatus, and it is also possible to advance the excavation apparatus 10 using this propulsion jack. That is, first, the front and rear radial jacks 54 and 56 are retracted. In this state, the propulsion jack is extended by applying a reaction force to an inner formwork or the like attached in a tunnel that has already been excavated. Thereby, excavation apparatus 10 advances. Then, at least one of the front and rear radial jacks 54, 56 is extended radially outward to press the surrounding ground. Then, the propulsion jack is retracted, and a new inner mold is attached at the rear position of the propulsion jack.
The excavator 10 can also be propelled by repeating the above steps.

  Along with the above-described propulsion work and excavation work, excavated soil generated by the excavation work by the excavator 10 is sent to the rear of the apparatus.

  The excavated soil produced by excavating the ground by the rotation of the rotating shell 20 is agitated with the water sprayed from the jet nozzle, and the fluidity is improved. Then, the excavated soil is accommodated in the chamber 20F in the rotating part shell 20 through the opening 36 formed in the distal end surface 20A of the rotating part shell 20. Then, the excavated soil accommodated in the chamber 20F is discharged from the gap 20D to the inner space of the excavator 10 (that is, the inner side of the inner cylinder 22C).

  At this time, the closing plate 44 causes the gap 20D between the rear end of the inner cylindrical body 20C of the rotating portion shell 20 and the front end of the inner cylindrical body 22C of the first fixed portion shell 22 to be maximized in the circumferential direction. Since the portion from the lower part to the predetermined height is closed, the excavated soil in the chamber 20F rotated to the predetermined height is discharged into the inner space of the inner cylinder. As a result, the excavated soil carried to the inside of the apparatus accumulates downward, and the rear end of the inner cylinder 20C of the rotating part shell 20 and the front end of the inner cylinder 22C of the first fixed part shell 22 It is possible to prevent the gap 20D between them from being closed.

  In this way, when the excavator 10 is advanced while excavating the ground in an annular cross-section by the excavator 10, the columnar ground remaining inside the portion excavated in an annular shape by the excavator 30 is the device. Enter inside. Here, when the ground for constructing the tunnel is soft, the ground 66 that has entered the inside of the apparatus in this way naturally collapses due to its own weight. However, if the ground that builds the tunnel is hard, it will not collapse naturally.

  On the other hand, in the present embodiment, the disk cutter is projected so as to project toward the ground 66 of the inner portion of the portion excavated in the annular cross-section by the excavating portion 30 on the inner cylindrical body 20C of the rotating portion shell 20. 68 is provided. For this reason, when the rotating part shell 20 is rotated, the disc cutter 68 cuts the side surface of the ground 66 while rotating the cylindrical ground 66. At this time, for example, when the ground 66 is a rock, if the disk cutter enters a crack that has been generated in the rock beforehand, the crack spreads over the entire rock and the ground 66 easily collapses. The disk cutter 68 provided on the inner cylinder 20C of the rotating part shell 20 has a rotation axis parallel to the central axis of the apparatus (that is, the rotating surface of the disk cutter is the rotation of the rotating part shell 20). Therefore, the disc cutter 68 can be prevented from being damaged, and the disc cutter 68 can be surely inserted into a crack in the rock. Even if the ground 66 is not cracked, the ground 66 can be easily collapsed by inducing a new crack.

  When the excavator 10 further advances, the columnar ground enters a position where it hits the first fixed part shell 22 of the excavator 10. In this way, when the columnar ground enters the position corresponding to the first fixed portion shell 22 of the excavating device 10, the columnar ground protrudes toward the ground 66 of the inner portion of the portion excavated by the excavating portion 30 in an annular cross section. Thus, the disc cutter 70 provided on the floor 58 cuts the lower part of the side surface of the cylindrical ground 66. Thereby, similarly to the disc cutter 68 provided in the inner cylinder 20C of the rotating portion shell 20, it is possible to induce cracks in the ground 66 and to naturally collapse the cylindrical ground 66.

  Further, in the present embodiment, the excavation device 10 excavates the ground in an annular cross-section, and the hole drilling machine 10 has a plurality of holes (crack induction holes) from the inside of the device as shown in FIG. ) 72 is formed. The hole 72 preferably has a depth such that the tip of the hole 72 reaches ahead of the front surface of the excavator 10. Further, as shown in FIG. 7, holes 72 are formed at the center of the columnar ground 66 and at five locations on the top, bottom, left and right. By forming the holes 72 in the cylindrical ground 66 in this way, the cracks induced by the disk cutters 68 and 70 can more easily reach the center of the ground 66. The formation of the crack induction hole 72 may be performed in parallel with the drilling of the ground by the excavator 10 or may be performed after the excavation of the ground by the excavator 10 is stopped.

  Further, as described above, when the ground is excavated in an annular shape by the rotating part shell 20, the excavated soil including the rocks and the like generated by the excavation is accommodated in the rotating part shell 20, and the closing plate 44 of the gap 20D. Is dropped from the unclosed portion and discharged into the inner space of the excavator 10. Further, the excavated soil and rock generated by the natural collapse of the cylindrical ground are crushed by the breaker 62 to a size that can be put into the rock crusher 64. Then, the excavated soil and rock generated by the natural collapse of the excavated soil and the columnar ground discharged from the gap 20 </ b> D are collectively put into the rock crusher 64. The excavated soil and rock are finely crushed by the rock crusher 64 and dropped onto the conveyor 60.

  The excavated soil that has fallen on the conveyor 60 in this manner is carried to the rear of the apparatus by the conveyor 60 and discharged out of the tunnel by a dump truck or the like.

  As described above, according to the present embodiment, the rotating part shell 20 and the floor 58 are protruded toward the ground 66 of the inner part of the part excavated in an annular cross section by the excavating part 30. Since the disk cutters 68 and 70 are provided on the inner surface of the cylindrical excavator 10, the ground 66 in the inner portion of the portion excavated in an annular cross section is drilled by the disk cutters 68 and 70, and cracks are generated. When triggered, it collapses naturally. Thereby, the ground 66 remaining in the columnar shape can be efficiently crushed.

  In addition, according to the present embodiment, the disc cutter 68 is provided on the inner surface of the excavation unit 30 and can be rotated together with the excavation unit 30, so that the periphery of the columnar ground 66 can be drilled. It can induce cracks throughout.

  In addition, according to the present embodiment, since the disc cutter 68 is provided along the rotation direction of the excavation unit 30, wear of the disc cutter 68 is prevented and a direction perpendicular to the central axis of the cylindrical ground 66 (circular shape) Cracks in the circumferential direction of the columnar ground 66 can be induced.

  In addition, according to the present embodiment, the disc cutter 70 is provided in front of the rock crusher 64 in the excavation progress direction with respect to the rock crusher 64 of the floor 58, so that the ground 66 is reliably crushed in front of the rock crusher 64. be able to.

  Further, according to the present embodiment, since the disc cutter 70 is provided along the traveling direction of the columnar ground, the disc cutter 70 can be prevented from being worn and cracked in a direction parallel to the columnar ground 66. Can be triggered.

  Further, in the present embodiment, by forming the crack induction hole 72 in the ground 66 in the inner portion of the portion excavated in an annular cross section by the excavating part 30, the occurrence of cracks in the ground 66 remaining in the columnar shape is prevented. It can be triggered more.

  In this embodiment, the disk cutters 68 and 70 are provided on the rotating part shell 20 and the floor base 58, but it is not always necessary to provide both of them, and only one of them may be provided.

  In the present embodiment, the pair of disk cutters 68 are provided at positions facing the inner cylindrical body 20C of the rotating portion shell 20. However, the present invention is not limited to this, and one or more disk cutters may be provided. The position to be provided is not limited to the facing position.

  Further, in the present embodiment, one disc cutter 70 is provided on the floor 58, but the position and quantity are not limited as long as it is inside the excavator 10.

DESCRIPTION OF SYMBOLS 10 Excavator 12 Shell 14 Excavation mechanism 16 Excavation soil carrying-out mechanism 18 Propulsion mechanism 20 Rotating part shell 20A End surface part 20B Outer cylinder 20C Inner cylinder 20D Gap 20E Space 20F Chamber 22 First fixed part shell 22B Outer cylinder Body 22C Inner cylinder 24 Second fixed shell 24B Outer cylinder 24C Inner cylinder 26 Third fixed shell 26B Outer cylinder 26C Inner cylinder 30 Excavator 31 Excavator main body 32 Reducer 33 Ring 34 Motor 35 Pin rack 36 Opening 37 Pinion 38 Roller bit 39 Projecting rib 40 Drilling bit 42 Plate material 44 Closing plate 50 Axial jack 52 Axial jack 54 Radial jack 56 Radial jack 57 Propulsion jack 58 Floor base 62 Breaker 64 Rock fracture Machine 66 Ground 68 Disc cutter (Excavator cutter member)
70 Disc cutter (Main body cutter member)
72 holes

Claims (7)

A cylindrical tunnel excavator for excavating a tunnel in the ground,
A drilling rig body,
An excavation part provided on the tip side of the excavator body, and excavating the ground in an annular shape by rotating around the central axis of the tunnel excavator with respect to the excavator body;
A cutter member that is provided on a surface of the cylindrical tunnel excavator on the central axis side and that cuts a side surface of a columnar ground that is left inside a portion excavated in an annular shape by the excavation unit. A tunnel excavator characterized by that.   2. The tunnel excavation device according to claim 1, wherein the cutter member includes an excavation part cutter member that is fixed to a surface on the central axis side of the excavation part and rotates together with the excavation part. The excavation part cutter member includes a disk cutter rotatable around a rotation axis,
The tunnel excavator according to claim 2, wherein the disc cutter is disposed such that the rotation axis is parallel to a central axis of the excavator. Furthermore, including a rock crusher provided in the lower inner side of the excavator body,
The said cutter member contains the main-body part cutter member provided in the excavation progress direction front with respect to the said rock crusher on the surface of the said central axis side of the said excavator main body. The tunnel drilling device described. The main body cutter member includes a disk cutter that is rotatable about a rotation axis,
The tunnel excavator according to claim 4, wherein the disc cutter is disposed such that the rotation axis is perpendicular to the central axis of the excavator. A method of excavating a tunnel with the tunnel excavation device according to any one of claims 1 to 5,
Excavating the ground in an annular shape by rotating the excavation part relative to the excavator body; and
Cutting the side surface of the ground in the inner portion of the portion excavated in an annular cross-section by the excavating section with the cutter member.   The tunnel excavation method according to claim 6, further comprising a step of forming a crack inducing hole in the ground of an inner portion of a portion excavated in an annular cross section by the excavation part.

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