The present disclosure relates to a tunnel excavation device.
Conventionally, a tunnel excavation device is used for excavating bedrock in a civil engineering work. The tunnel excavation device includes a cutter head including a cutter on a front surface of a machine and a gripper device provided on left and right side surfaces of a rear portion of the machine (see, for example, Japanese Laid-open Patent H10-220181).
In such a tunnel excavation device, the left and right gripper devices are pressed against left and right side walls of a tunnel. In this state, the cutter head is pressed against the bedrock by extending a thrust cylinder while rotating the cutter head. Thereby, the bedrock is excavated.
Here, when the extension amount of the thrust cylinder reaches a predetermined amount, an excavation work of the bedrock is interrupted and the tunnel excavation device moves forward. After that, the excavation work of the bedrock is restarted. The tunnel is formed by repeatedly excavating the bedrock.
With the conventional tunnel excavation device, when the extension amount of the thrust cylinder reaches the predetermined amount, it is necessary to
move forward the tunnel excavation device. Therefore, in general, traveling wheels are provided on the tunnel excavation device. However, when the traveling wheels are mounted on an outer peripheral surface of the tunnel excavation device, the tunnel excavation device might become larger in a radial direction.
An object of the present disclosure is to provide a tunnel excavation device which can reduce a radial dimension.
A tunnel excavation device according to the present disclosure includes a front body portion and a rear body portion. The front body portion is configured to support a cutter head. The rear body portion includes a rear main body and a gripper. The rear main body is disposed in the rear of the front body portion. The gripper portion is provided on the rear main body to obtain a reaction force during an excavation. The gripper portion includes a groove portion and a wheel portion. The groove portion is formed in a recess shape toward the rear main body. The wheel portion is disposed in the groove portion.
According to the present disclosure, a tunnel excavation device can reduce a radial dimension.
Hereinafter, the tunnel excavation device 1 according to the present disclosure will be described with reference to the drawings. The tunnel excavation device 1 of the present embodiment is called a TBM (Tunnel Boring Machine). For example, the TBM includes a gripper TBM and a hard rock TBM. The tunnel excavation device 1 of the present embodiment is used not only for an excavation for a civil engineering work but also for an excavation of a mine.
As shown in
The front body portion 11 includes the cutter head 21 at the front end thereof. The cutter head 21 excavates a bedrock. The rear body portion 12 is disposed in the rear of the front body portion 11. The rear body portion 12 includes the gripper portion 71. The gripper portion 71 presses the inner wall of the tunnel to obtain a reaction during the excavation.
The connecting portion 13 connects the front body portion 11 and the rear body portion 12. Specifically, the connecting portion 13 connects the front body portion 11 and the rear body portion 12 so that the front body portion 11 is bent with respect to the rear body portion 12. The connecting portion 13 includes a plurality of thrust cylinders 13a. One end of each of the plurality of thrust cylinders 13a is rotatably connected to the front body portion 11. The other end of each of the plurality of thrust cylinders 13a is rotatably connected to the rear body portion 12.
The main beam 14 extends rearward from the rear body portion 12. The gantry 15 is rotatably mounted to a rear end of the main beam 14. The workbench 16 is provided to perform a net setting work on the inner wall of the tunnel after the excavation. The workbench 16 is disposed above the gantry 15.
The belt conveyor 17 extends from the front body portion 11 through the rear body portion 12 to a lower side of the gantry 15. The belt conveyor 17 conveys rearward bedrocks, earth and sand, and the like which are excavated by the cutter head 21.
The rear support 18 is provided on the main beam 14. The rear support 18 supports the main beam 14 when the rear body portion 12 moves forward.
The tunnel excavation device 1 includes a vehicle (not shown) which has a control device, a power supply device, a hydraulic system, and the like. The control device, the power supply device, the hydraulic system, and the like are used to operate the cutter head 21, the belt conveyor 17, the plurality of thrust cylinders 13a, the gripper portion 71, and the like.
As shown in
The cutter head 21 is provided on a front portion of the front body portion 11. Specifically, the cutter head 21 is rotatably provided with respect to the cutter head support 22. The cutter head 21 includes a head main body 21a, a plurality of roller cutters 21b, and a plurality of scrapers 21c.
The plurality of roller cutters 21b are provided on a surface of the excavation side of the head main body 21a. The plurality of scrapers 21c take the excavated bedrock in the cutter head 21. The plurality of scrapers 21c are disposed on an outer peripheral portion of the head main body 21a at intervals from each other.
The cutter head support 22 is disposed in the rear of the cutter head 21. The cutter head support 22 rotatably supports the cutter head 21. Front end portions of the plurality of thrust cylinders 13a are connected to the cutter head support 22.
The vertical support 23, the pair of side supports 24 and the roof support 26 support the cutter head support 22 against the inner wall of the tunnel and slide on the inner wall of the tunnel during the excavation. The vertical support 23, the pair of side supports 24, and the roof support 26 are mounted to the cutter head support 22 so as to surround the cutter head support 22.
The vertical support 23, the pair of side supports 24, and the roof support 26 are respectively disposed below the cutter head support 22, on both sides of the cutter head support 22 in the width direction, and above the cutter head support 22.
The vertical support 23, the pair of side supports 24, and the roof support 26 are moved in a radial direction away from the cutter head support 22 and in the radial direction closer to the cutter head support 22 by a link mechanism and a hydraulic cylinder (not shown).
As shown in
As shown in
As shown in
As shown in
As shown in
The upper gripper 73 is disposed above the gripper carrier 70. The upper gripper 73 is supported by the gripper carrier 70 via the pair of second hydraulic cylinders 91. The pair of second hydraulic cylinders 91 are disposed parallel to each other. The pair of second hydraulic cylinders 91 are disposed above the pair of first hydraulic cylinders 90 along the vertical direction D1.
As shown in
As shown in
The end of the cylinder 90a of each of the first hydraulic cylinders 90, the end of the cylinder 91a of each of second hydraulic cylinders 91, and the end of the cylinder 92a of each of the third hydraulic cylinders 92 are mounted to the gripper carrier 70. The end of the rod 90b of each of first hydraulic cylinders 90 is mounted to the bottom gripper 72. The end of the rod 91b of each of the second hydraulic cylinders 91 is mounted to the upper gripper 73. The end of the rod 92b of each of the third hydraulic cylinders 92 is mounted to the side gripper 74.
The bottom gripper 72 moves in a direction away from the gripper carrier 70 or in a direction closer to the gripper carrier 70 by extending and contracting the pair of first hydraulic cylinders 90, for example, advancing and retreating the rods 90b with respect to the cylinders 90a.
The upper gripper 73 moves in a direction away from the gripper carrier 70 or in a direction closer to the gripper carrier 70 by extending and contracting the pair of second hydraulic cylinders 91, for example, advancing and retreating the rods 91b with respect to the cylinders 91a.
Each of the side grippers 74 moves in a direction away from the gripper carrier 70 or in a direction closer to the gripper carrier 70 by extending and contracting the pair of third hydraulic cylinders 92, for example, advancing and retreating the rods 92b with respect to the cylinders 92a.
The bottom gripper 72 of the gripper portion 71 of the above configuration further includes the following configuration. As shown in
The gripper main body 75 includes an outer peripheral surface 75a which is formed in a substantially arc shape. The outer peripheral surface 75a of the gripper main body 75 contacts the inner wall of the tunnel. Specifically, the outer peripheral surface 75a of the gripper main body 75 contacts a lower inner wall of the tunnel.
The groove portion 76 is provided on the gripper main body 75. For example, the groove portion 76 is provided in a lower portion of the gripper main body 75 in a state where the bottom gripper 72 is supported by the gripper carrier 70. The groove portion 76 is formed in a recess shape toward the gripper carrier 70. For example, the groove portion 76 is formed by being recessed from the outer peripheral surface 75a of the gripper main body 75.
As shown in
As shown in
The bottom surface 77a is provided on the gripper main body 75. For example, the bottom surface 77a is formed on the gripper main body 75 so as to face the lower inner wall of the tunnel in a state where the bottom gripper 72 is supported by the gripper carrier 70.
As shown in
The pair of engagement grooves 77c are respectively provided on the pair of side walls 77b. Each of the pair of engagement grooves 77c is formed by being recessed from each of the pair of side walls 77b. Each of a pair of protruding portions 85 (described later) of the wheel portion 80 is disposed in each of the pair of engagement grooves 77c.
As shown in
The pair of engagement grooves 77c, which are provided in each of the pair of second groove portions 78, extend forward from the rear portion 75c of the gripper main body 75. The pair of engagement grooves 77c, which are provided in each of the pair of second groove portions 78, are respectively provided on the pair of side walls 77b of the pair of second groove portions 78 so as to face each other. “Wheel portion”
As shown in
Each of the pair of first wheel portions 81 is disposed in each of the pair of first groove portion 77. Each of the pair of first wheel portions 81 is disposed inside the outer peripheral surface 75a of the gripper main body 75 (see
Each of the pair of second wheel portions 82 is disposed in each of the pair of second groove portions 78. Each of the pair of second wheel portions 82 is disposed inside the outer peripheral surface 75a of the gripper main body 75 (see
As shown in
The carrier 84 rotatably holds the pair of wheels 83. The carrier 84 includes a pair of holding plates 84a and a connecting portion 84b. The pair of holding plates 84a are disposed at an interval from each other. The connecting portion 84b connects a pair of holding plates 84a. For example, the connecting portion 84b is integrally formed with the pair of holding plates 84a.
The pair of wheels 83 are disposed between the pair of holding plates 84a. For example, each of the pair of wheels 83 is rotatably disposed around each of shaft portions which are fixed to the pair of holding plates 84a.
The pair of protruding portions 85 are respectively provided on the pair of holding plates 84a. Each of the pair of protruding portions 85 protrudes from the carrier 84. For example, each of the pair of protruding portions 85 protrudes outward from each of the pair of holding plates 84a in a direction. The direction is parallel to a direction in which a rotation axis C1 of each of the pair of wheels 83 extends.
The pair of protruding portions 85 of each of the pair of first wheel portions 81 engage the pair of engagement grooves 77c in each of the pair of first groove portion 77. For example, the pair of protruding portions 85 of each of the pair of first wheel portions 81 are inserted into the pair of engagement grooves 77c from the front portion 75b of the gripper main body 75 (see
The pair of protruding portions 85 of each of the pair of second wheel portions 82 engage the pair of engagement grooves 77c in each of the pair of second groove portions 78. For example, the pair of protruding portions 85 of each of the pair of second wheel portions 82 are inserted from the rear portion 75c of the gripper main body 75 into the pair of engagement grooves 77c (see
In this way, the wheels 83 of each of the pair of first wheel portions 81 and the wheels 83 of each of the pair of second wheel portions 82 can be disposed on the rails RL by mounting the pair of the first wheel portions 81 and the pair of the second wheel portions 82 on the gripper main body 75.
Firstly, in the tunnel excavation device 1 of the present embodiment includes the bottom gripper 72, the upper gripper 73, and the pair of side grippers 74 press against the inner wall of the tunnel by protruding the bottom gripper 72, the upper gripper 73, and the pair of side grippers 74 from the gripper carrier 70. Thereby, the rear body portion 12 is supported by the inner wall of the tunnel.
In this state, the front body portion 11 moves forward with respect to the rear body portion 12 by extending the thrust cylinders 13a. Thereby, the cutter head 21 is brought into contact with the bedrock and the excavation of the bedrock is performed by the cutter head 21.
At this time, the vertical support 23, the bedrock is stably excavated by sliding the pair of side supports 24, and the roof support 26 on the inner wall of the tunnel.
Secondly, the rear body portion 12 moves forward by contracting the thrust cylinders 13a while the main beam 14 is supported upward by the rear support 18. The tunnel excavation device 1 moves forward while excavating by repeating this operation.
A pair of retreating hydraulic cylinders (not shown) can be mounted to the front portion 75b of the bottom gripper 72 (gripper main body 75). The pair of retracting hydraulic cylinders are disposed between the bottom gripper 72 and the pair of rails RL and connect the bottom gripper 72 and the pair of rails RL. The tunnel excavation device 1 can be retracted by expanding and contracting the pair of retractable hydraulic cylinders.
An excavating process of the tunnel will be described with the tunnel excavation device 1.
Firstly, as shown in
Subsequently, as shown in
At this time, a reaction force receiving portion 30 for a corner is installed at the intersection position. Thereby, the tunnel excavation device 1 can start the excavation of the first tunnel T11, while contacting the gripper portion 71 (side gripper 74) with the reaction force receiving portion 30 in a bent portion which branches from the existing tunnel T0 to the first tunnel T11.
Subsequently, as shown in
The reaction force receiving portion 30 is disposed at the intersection position at which an end of the first tunnel T11 is connected to the existing tunnel TO (see
Subsequently, as shown in
Subsequently, as shown in
Subsequently, as shown in
A reinforcing agent for reinforcing an inner wall of the first tunnel T12 is coated on the inner wall of the first tunnel T12 which includes an intersection position of the first excavation line L12 and the second excavation line L2. Preferably, a predetermined reinforcement range R of upper and lower inner walls in the first tunnel T12 is reinforced by the reinforcing agent.
In this case, preferably, the reinforcement range R of the upper inner wall of the first tunnel T12 is equal to or larger than a range in which the upper gripper 73 contacts the upper inner wall of the first tunnel T12. Preferably, the reinforcement range R of the lower inner wall of the first tunnel T12 is equal to or larger than a range in which the bottom gripper 72 contacts the lower inner wall of the first tunnel T12. Also, preferably, the reinforcement range R of the upper inner wall of the first tunnel T12 and the reinforcement range R of the lower inner wall of the first tunnel T12 are equal to or larger than a diameter of the second tunnel T2.
After that, in the same process as the first tunnel T12 described above, the tunnel excavation device 1 excavates the bedrock along the first excavation line L13. Thereby, the first tunnel T13 is formed at a position of the first excavation line L13. After an excavation of the first tunnel T13, the tunnel excavation device 1 retreats to an excavation start position of the first tunnel T13.
Secondly, as shown in
Subsequently, as shown in
When the rear body portion 12 of the tunnel excavation device 1 reaches the first tunnel T12, the pair of side grippers 74 of the rear body portion 12 cannot receive the reaction force from the inner walls of the first tunnel T12 and the second tunnel T2 at an intersection portion of the first tunnel T12 and the second tunnel T2,
Thus, the tunnel excavation device 1 receives the reaction force from the inner wall of the intersection portion of the first tunnel T12 and the second tunnel T2 at the intersection portion of the first tunnel T12 and the second tunnel T2 by using the bottom gripper 72 and the upper gripper 73. Thereby, the tunnel excavation device 1 can continue the excavation of the bedrock along the second excavation line L2.
Then, after the rear body portion 12 of the tunnel excavation device 1 passes through the intersection portion of the first tunnel T12 and the second tunnel T2, the pair of side grippers 74 of the rear body portion 12 can receive the reaction force from the inner wall of the second tunnel T2 which is excavated by the cutter head 21 of the front body portion 11.
Thus, after the rear body portion 12 passes through the intersection portion of the first tunnel T12 and the second tunnel T2, the tunnel excavation device 1 excavates the bedrock along the second excavation line L2 by using the bottom gripper 72, the upper gripper 73, and the pair of side grippers 74. Subsequently, the second tunnel T2 intersecting the first tunnels T11, T12, T13 is formed when the tunnel excavation device 1 reaches the first tunnel T11.
In the tunnel excavation device 1 including the above configuration, the wheel portion 80 (the first wheel portion 81 and the second wheel portion 82) is disposed in the groove portion 76 (the first groove portion 77 and the second groove portion 78) of the bottom gripper 72. Thereby, even if the wheel portions 80 (the first wheel portion 81 and the second wheel portion 82) is provided on the tunnel excavation device 1, the tunnel excavation device 1 can reduce a radial dimension.
Also, in the tunnel excavation device 1, the bottom gripper 72 is disposed inside the outer peripheral surface 75a of the gripper main body 75, in the state where the wheel portion 80 (the first wheel portion 81 and the second wheel portion 82) is disposed in the groove portion 76 (the first groove portion 77 and the second groove portion 78). Thereby, the contact of the wheel portions 80 (the first wheel portion 81 and the second wheel portion 82) with the inner wall of the tunnel can be suppressed in a state where the outer peripheral surface 75a of the gripper main body 75 presses the inner wall of the tunnel.
Also, in the tunnel excavation device 1, the first wheel portion 81 is detachably mounted to the first groove portion 77 from the front portion 75b of the gripper main body 75 of the bottom gripper 72. In this case, the first wheel portion 81 can be easily mounted to the first groove portion 77 from the front portion 75b of the gripper main body 75. The first wheel portion 81 can be easily removed from the first groove portion 77. Thereby, the first wheel portion 81 can be easily maintained.
Also, in the tunnel excavation device 1, the second wheel portion 82 is detachably mounted to the second groove portion 78 from the rear portion 75c of the gripper main body 75 of the bottom gripper 72. In this case, the second wheel portion 82 can be easily mounted from the rear portion 75c of the gripper main body 75 to the second groove portion 78. The second wheel portion 82 can be easily removed from the second groove portion 78. Thereby, the second wheel portion 82 can be easily maintained.
Further, in the tunnel excavation device 1, the pair of protruding portions 85 of the wheel portion 80 (the first wheel portion 81 and the second wheel portion 82) engages with the pair of engagement grooves 77c of the groove portion 76 (the first groove portion 77 and the second groove portion 78) of the bottom gripper 72. Thereby, the wheel portion 80 (the first wheel portion 81 and the second wheel portion 82) can be easily disposed in the groove portion 76 (the first groove portion 77 and the second groove portion 78) of the bottom gripper 72.
A tunnel excavation device of the present disclosure can reduce a radial dimension.
Number | Date | Country | Kind |
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2020-058002 | Mar 2020 | JP | national |
This application is a U.S. National stage application of International Application No. PCT/JP2021/007252, filed on Feb. 26, 2021. This U.S. National stage application claims priority under 35 U.S.C. § 119(a) to Japanese Patent Application No. 2020-058002, filed in Japan on Mar. 27, 2020, the entire contents of which are hereby incorporated herein by reference.
Filing Document | Filing Date | Country | Kind |
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PCT/JP2021/007252 | 2/26/2021 | WO |