SE1650368A1

SE1650368A1 - Tunnel boring device, and control method therefor Sweden

Info

Publication number: SE1650368A1
Application number: SE1650368A
Authority: SE
Inventors: Toyoshi Kuramoto
Original assignee: Komatsu Mfg Co Ltd
Priority date: 2013-11-29
Filing date: 2014-11-05
Publication date: 2016-03-18
Also published as: JP6239356B2; CA2924216C; US10006285B2; AU2014355695A1; CN105518253A; DE112014004022T5; CA2924216A1; US20160230552A1; SE541739C2; AU2014355695B2; JP2015105511A; CN105518253B; WO2015079877A1

Description

15 20 communicate With the hydraulic circuits on the pushing side and pulling side of the thrust jacks that are stroke controlled. This reduces the size of the control hydraulic devices.

CITATION LIST PATENT LITERATURE Patent Literature l 1 Japanese Laid-Open Patent Application H l 0- l 3 1664 SUMMARY OF THE INVENTION PROBLEM TO BE SOLVED BY THE INV ENTION

[0003] Nevertheless, the following problem is encountered With the conventional tunnel boring device discussed above.

When the tunnel boring device disclosed in the above-mentioned publication is used for shaft boring, for example, it is necessary to perform three-dimensional curve excavation With a smaller radius of curvature R than in ordinary tunnel excavation, In particular, When excavating a tunnel along a sharp curve With a small radius of curvature R, the various thrust jacks are all subj ected to different thrust forces, radial forces, and torque, and these values ?uctuate greatly. Accordingly, With a device in Which the hydraulic circuits of two particular jacks are made to communicate, the direction and magnitude of the force exerted on these two jacks are different, and it may be impossible to control the axial force of the j acks properly.

It is an object of the present invention to provide a tunnel boring device that can properly handle extemal forces of all directions and magnitudes produced during tunnel excavation, as Well as a method for controlling this device.

MEANS FOR SOLVING PROBLEM 2 10 15 20 The tunnel boring device pertaining to the first invention cornprises a forward section, a rear section, a parallel link mechanism, stroke sensors, force sensors, and a controller. The forward section has a plurality of cutters at the excavation-side surface. The rear section is disposed to the rear of the forward section and has grippers for obtaining counterforce during excavation. The parallel link mechanism includes (6 + n) thrust jacks that are disposed in parallel between the forward section and the rear section, link the forward section and the rear section, and change the position and attitude of the forward section with respect to the rear section (where n = 1, 2, 3, 4, 5, ...). The stroke sensors are attached to the thrust jacks to sense the amounts of stroke of the thrust jacks. The force sensors are attached to the thrust j acks to sense the lo ad to which the thmst jacks are subjected. The controller computes a target allocation force to be allocated to the (6 + n) thrust jacks on the basis of the sensing results of the stroke sensors and the force sensors, and controls the thrust jacks so that stroke control will be performed for six of the thrust j acks, and force control involving the allocation force will be performed for the other n number of thrust jacks (n is a natural number).

Here, with a tunnel boring device that excavates a tunnel by moving a forward section with respect to a rear section by means of a parallel link mechanism that includes (6 + n) thrust acks provided between the forward section and the rear section, stroke control is performed for six of the thrust jacks, and force control is performed for the remaining n number of thrust j acks, on the basis of the sensing results from the stroke sensors and the force sensors attached to the thrust jacks.

To perform tunnel excavation three-dimensionally, the position and direction of the forward section require six degrees of freedom in the rotation around the three axes (X, Y, and Z) of an 3 10 15 20 orthogonal coordinate system, so six-axial drive links (thrust j acks) are necessary. With the present invention, a parallel link mechanism that includes (6 + n) thrust jacks is used, With n number of additional thrust jacks, to resist the large extemal forces encountered during tunnel excavation.

In general, With a mechanism having six degrees of freedom, it is possible to control position and attitude by stroke control With multi-axial drive links greater than six-axial, but error inevitably occurs in stroke computation. Furthermore, since there is intemal pressure that is cancelled out in the interior of the drive links, the performance of the drive links suffers. Even When stroke control is performed for six of the thrust jacks and extemal force is resisted complementarily by the other n number of thrust jacks, if the tunneling involves sharp curves, or if there are large swings in torque or propulsion, With the simple communicating hydraulic circuits discussed above, intemal pressure is conversely generated in the j acks, and the maximum extemal force that can be resisted by the thrust jacks may in some cases be small.

With the present invention, the position and attitude of the forward section are controlled by performing stroke control on six of the thrust acks. The extemal force calculated on the basis of the load to Which the (6 + n) thrust jacks are subjected is allocated to the (6 + n) thrust j acks, and force control is performed on the remaining n number of thrust jacks depending on the allocated force. Consequently, extemal force can be ideally allocated to the (6 + n) j acks, and the force of each of the jacks can be more effectively exerted on the outside of the links.

The tunnel boring device pertaining to the second invention is the tunnel boring device pertaining to the first invention, Wherein the controller computes the extemal force to Which the forward section is subj ected on the basis of the stroke amounts for the six thrust jacks and the load 4 10 15 20 to Which the (6 + n) thrust jacks are subjected as sensed by the force Sensors, and computes the target allocation force for each of the thrust jacks in order to resist this external force.

Here, the controller computes the external force to Which the forward section is subj ected from the sensed stroke amounts of the thrust jacks and the load that is exerted. It then computes the load that each thrust jack should receive from the computed external force, and this is used as the target allocation force.

Consequently, the value for the controlled force can be properly computed for the n number of thrust jacks that are force controlled.

The tunnel boring device pertaining to the third invention is the tunnel boring device pertaining to the first or second invention, wherein force sensors are provided to (6 + n) of the thrust jacks, and stroke sensors are provided to six of the thrust jacks.

Here, stroke sensors and force sensors are attached to the six thrust jacks that undergo stroke control, and only force sensors are attached to the n number of thrust jacks that undergo only force control.

Consequently, the minimum number of sensors can be used to perform the above- mentioned stroke control and force control.

The tunnel boring device pertaining to the fourth invention is the tunnel boring device pertaining to any of the ?rst to third inventions, wherein (6 + n) of the thrust j acks are disposed in a substantially circular pattem around the outer peripheral portion of the faces Where the forward section and the rear section are opposite each other. 10 15 20 Here, the ends of the (6 + n) thrust jacks on the piston rod side and the cylinder tube side are disposed in a substantially circular pattern around the outer peripheral portion of the faces where the forward section and the rear section are opposite each other. This allows numerous thrust jacks to be disposed with good balance.

The tunnel boring device pertaining to the fifth invention is the tunnel boring device pertaining to any of the first to fourth inventions, wherein the controller controls each of the thrust jacks so as to control the attitude of the forward section three-dimensionally.

Here, the thrust jacks included in the parallel link mechanism are controlled so as to allow the orientation and attitude of the forward section with respect to the rear section to be adjusted three-dimensionally (up, down, left, and right). This makes it easy to bore out shafts, including tunnels, in three dimensions, including curved portions, for example.

The tunnel boring device pertaining to the sixth invention is the tunnel boring device pertaining to any of the first to fifth inventions, ?irther comprising an input component that receives control inputs related to the movement direction of the forward section from an operator. When the input component receives a control input from the operator, the controller controls six of the thrust j acks so that excavation will be performed along the desired radius R set on the basis of this control input.

Here, six of the thrust j acks are controlled by control inputs from the operator so that curved portions will be excavated along the desired radius of curvature R. This allows excavation to be performed along a smooth curve while maintaining the desired radius of curvature R, using a single control input from the operator. 6 10 15 20 The tunnel boring device pertaining to the seventh invention is the tunnel boring device pertaining to the sixth invention, wherein the input component is a touch panel type of monitor.

Here, a touch panel monitor is used as the input component that receives control inputs from the operator. This allows the operator to easily perform excavation in the desired direction merely by operating the touch panel monitor when adjusting the movement direction of the forward section by manual operation.

The tunnel boring device pertaining to the eighth invention is the tunnel boring device pertaining to any the seventh invention, Wherein the monitor has directional keys for setting the movement direction of the forward section, and a display component for displaying the relative position of the forward section with respect to the rear section.

Here, the touch panel monitor displays directional keys for setting the movement direction of the forward section, and the relative position of the forward section with respect to the rear section.

This allows the operator to easily perform excavation in the desired direction merely by intuitively pressing the directional key in which fine adjustrnent is needed.

The method for controlling a tunnel boring device pertaining to the ninth invention is a method for controlling a tunnel boring device comprising a forward section having a plurality of cutters on the excavation-side surface, a rear section that is disposed to the rear of the forward section and has grippers for obtaining counterforce during excavation, and a parallel link mechanism that includes (6 + n) thrust jacks that link the forward section and the rear section and change the position of the forward section with respect to the rear section, said method comprising 7 10 15 20 the steps of sensing the load to which the thrust j acks are subjected, sensing the stroke amounts of the thrust j acks, calculating the external force to which the forward section is subjected on the basis of the sensed stroke amounts and the lo ad to which the thrust jacks are subjected, calculating a target allocation force allocated to the (6 + n) thrust jacks on the basis of the external force, and controlling the thrust jacks so stroke control Will be performed for six of the thrust jacks, and force control involving the target allocation force will be perforrned for the other n number of thrust jacks.

Here, with a tunnel boring device in which a tunnel is excavated by making the forward section move forward with respect to the rear section by means of a parallel link mechanism that includes (6 + n) thrust jacks provided between the forward section and the rear section, six of the thrust jacks are subj ected to stroke control, and the remaining n number of thlust j acks are subj ected to force control, on the basis of the sensing results from force sensors and stroke sensors attached to the various thrust jacks.

To perform tunnel excavation three-dimensionally, the position and direction of the forward section require six degrees of freedom in the rotation around the three axes (X, Y, and Z) of an orthogonal coordinate system, so six-axial drive links (thrust j acks) are necessary. With the present invention, a parallel link mechanism that includes (6 + n) thrust jacks is used, with n number of additional thrust jacks, to resist the large extemal forces encountered during tunnel excavation.

With the present invention, the position and direction of the forward section are controlled by subjecting six of the thrust jacks to stroke control. Furthermore, extemal force calculated on the basis of the load to which the (6 + n) thrust j acks are subjected is allocated to the (6 + n) thrust jacks, and force control is performed on the remaining n number of thrust jacks depending on the 8 10 15 allocated force. Consequently, external force can be ideally allocated to the (6 + n) jacks, and the force of each of the j acks can be more effectively exerted on the outside of the links.

Consequently, stroke control, Which entails less error, is perforrned for six of the thrust jacks, and a larger external force can be resisted than With a parallel link mechanism equipped With just six thrust jacks. As a result, (6 + n) thrust jacks can be used to properly handle even situations in Which there is ?uctuation in the direction and magnitude of the extemal force exerted on a tunnel boring device in the excavation of curved parts that include a small radius of curvature, for example.

EFFECTS OF THE INVENTION With the tunnel boring device pertaining to the present invention, being a tunnel boring device equipped with a parallel link mechanism that includes (6 + n) thrust j acks, force control can be performed on thrust j acks at the proper load even When excavating a sharp curve.

BRIEF DESCRIPTION OF DRAW I NGS

[0004] FIG. 1 is an overall view of the configuration of the tunnel boring device pertaining to an embodiment of the present invention; FIG. 2 is a cross section of a state in Which the boring machine in FIG. 1 is used to perform tunnel excavation; FIG. 3 is a simpli?ed diagram of the layout configuration of the thrust jacks included in the parallel link mechanism installed in the boring machine in FIG. 1; FIG. 4 is a control block diagram of the boring machine in FIG. l; 10 15 20 FIG. 5a is a Circuit diagram of a thrust jack, used to perform the stroke control shown in FIG. 4, and FIG. 5b is a circuit diagram of a thrust j ack, used to perforrn the allocation force control shown in FIG. 4; FIG. 6 is a diagram of the display screen of a monitor on which control inputs are made for the boring machine in FIG. 1; FIG. 7 is a ?owchart of allocation force control during tunnel excavation with the boring machine in FIG. l; FIG. 8 is a diagram of the procedure for shaft boring using the tunnel boring device in FIG. 1; and FIG. 9 is a simplified diagram of the layout configuration of the thrust jacks included in the parallel link mechanism of the tunnel boring device pertaining to another embodiment of the present invention.

DETAILED DESCRIPTION OF THE PREFFERRED EMBODIMENTS

[0005] The tunnel boring device and its control method pertaining to an embodiment of the present invention will now be described through reference to FIGS. 1 to 8.

The boring machine (tunnel boring device) 10 in this embodiment (FIG. l, etc.) is an excavation device used in shaft boring (see FIG. 7), and is called a TBM (tunnel boring machine), or more precisely, a gripper TBM or a hard rock TMB. Also, in this embodiment, the tunnel (first tunnel Tl) excavated by the boring machine 10 has a substantially circular cross section (see the first tunnel T1 in FIG. 2). The cross sectional shape of the tunnel excavated by the boring machine 10 10 15 20 10 pertaining to this embodiment is not limited to being Circular, and may instead be elliptical, double circular, horseshoe shaped, or the like.

Configuration of Boring machine 10 In this embodiment, the excavation of the ?rst tunnel T1 (see FIG. 2, etc.) was performed using the boring machine 10 shown in FIG. 1. The boring machine 10 described in this embodiment has an ordinary configuration for performing excavation by rotating a cutter head 12 while supported to the rear by grippers 13a.

The boring machine 10 is a device used to excavate a first tunnel T1 by moving forward while cutting a rock, etc., and as shown in FIG. 1, comprises a forward section 11, a cutter head 12, a rear section 13, a parallel link mechanism 14, and a conveyor belt 15.

As shown in FIG. 1, the forward section 11 is disposed between the cutter head 12 and the parallel link mechanism 14, and constitutes the front part of the boring machine 10 along with the cutter head 12 provided to the distal end on the excavation side. The position and attitude of the forward section 11 With respect to the rear section 13 are changed by a plurality of thrust jacks 14a to 14h included in the parallel link mechanism 14 (discussed below). As shown in FIG. 2, the forward section 1 1 also has grippers 11a that protrude from the outer faces of the forward section 11 and are pressed against side walls Tla of the tunnel T1. Consequently, when the boring machine 10 is reversed, for example, the forward section 11 is supported within the tunnel T1 while driven in the direction in which the parallel link mechanism 14 is extended, which allows the rear section 13 to be reversed. 11 10 15 20 As shown in FIG. 1, the cutter head 12 is disposed on the distal end side of the boring machine 10, and is rotated such that its rotational center is the center axis of the substantially circular tunnel, and rock, etc., is excavated by a plurality of disk cutters l2a provided to the surface on the distal end side. Rocks, stones, and the like that have been ?nely crushed by the disk cutters l2a are brought into the interior of the cutter head 12 through openings (not shown) formed in the surface.

As shown in FIG. 1, the rear section 13 is disposed on the rear side of the boring machine 10, and constitutes the rear part of the boring machine 10. Grippers 13a are provided on both sides of the rear section 13 in the width direction. The rear section 13 and the forward section 11 are linked by the parallel link mechanism 14.

As shown in FIG. 2, the grippers 13a protrude outward in the radial direction from the outer faces of the rear section 13, and are thereby pressed against the side walls Tla of the first tunnel T1 during excavation. This allows the boring machine 10 to be supported within the ?rst tunnel T1.

As shown in FIG. 1, the parallel link mechanism 14 is disposed in the middle of the boring machine 10 in the longitudinal direction, and constitutes the middle section of the boring machine 10. The parallel link mechanism 14 has eight (6 + n, where n = 2) thrust acks 14a to 14h. The thrust jacks 14a to 14h are cylindrical hydraulic actuators. The thrust jacks 14a to 14h are disposed in parallel between the forward section 11 and the rear section 13, and link the forward section 11 to the rear section 13. Accordingly, the first tunnel T1 is excavated by the cutter head 12 in a state in which the thrust j acks 14a to 14h are extended and retracted between the forward section 11 and 12 10 15 20 the rear section 13 so that the attitude (orientation) of the forward section 11 with respect to the rear section 13 is controlled to the desired direction while resisting external force.

The thrust jacks l4a to 14h are driven by a hydraulic pump 52 with bi-directional discharge.

The hydraulic pump 52 is driven by a servo motor 51. The servo motor 51 is controlled by a signal outputted from a controller 20. The servo motor 51 controls the extension, retraction, and stopping of the thrust j acks l4a to 14h.

The control over the thrust jacks l4a to 14h includes stroke control and force control. With stroke control, when the stroke amounts of the thrust jacks are designated, the controller 20 extends or retracts the thrust jacks by those stroke amounts, and stops the jacks at those stroke amounts.

With force control, when the load value to which the jacks are subjected is designated, the controller increases the stroke amounts while the load to which the thrust jacks are subj ected is less than this load value, and maintains the state when the lo ad is equal to the load value.

As shown in FIG. 3, the cylinder tube side and the piston rod side of the eight thrust jacks l4a to 14h are disposed in a substantially circular pattern around the outer peripheral portions of the opposite faces of the forward section 11 and the rear section 13. Of the eight thrust j acks l4a to 14h, the six thrust jacks l4a to 14f that will undergo stroke control are extended or retracted to move the forward section 1 1 forward with respect to the rear section 13, or to reverse the rear section 13 with respect to the forward section 11, thereby allowing the boring machine 10 to be moved forward or backward a little at a time.

Pressure sensors 17a to 17h (see FIG. 4), which are force sensors that sense the cylinder pressure of the thrust jacks l4a to 14h, are attached to the eight thrust jacks l4a to 14h. Also, as 13 10 15 20 shown in FIG. 5a, stroke sensors 16a to 16f that sense the stroke amounts of the thrust jacks 14a to 14f are attached to the six thrust jacks 14a to 14f that undergo stroke control.

That is, in this embodiment, of the eight thrust j acks 14a to 14h included in the parallel link mechanism 14, only the pressure sensors 17g and 17h are attached as shown in FIG. 5b to the two thrust jacks 14g and 14h that do not undergo stroke control, and no stroke sensors are attached to these j acks.

The eight thrust jacks 14a to 14h are controlled by a jack controller 26 (discussed below) on the basis of the sensing results from the stroke sensors 16a to 16f and the pressure sensors 17a to 1 7h.

The stroke control and force control of the thrust jacks 14a to 14h by the jack controller 26 will be discussed in detail at a later point.

As shown in FIG. Sa, the stroke sensors 16a to 16f are attached to the six thrust jacks 14a to 14f that undergo stroke control. As mentioned above, no stroke sensors are attached to the two thrust jacks 14g and 14h that do not undergo stroke control.

This allows the stroke amounts to be sensed for the six thrust jacks 14a to 14f that undergo stroke control, which determines the position and attitude of the forward section 11 with respect to the rear section 13.

As shown in FIGS. 5a and 5b, the pressure sensors 17a to 17h (head-side sensors l7aa to l7fa, bottom-side sensors 17ab to 17fb, head-side sensors 17ga and 17ha, and bottom-side sensors 17gb and l7hb) are attached to all eight of the thrust j acks 14a to 14h. 14 10 15 20 That is, the pressure sensors 17a to 17h are made up of the head-side sensors 17aa to 17fa and the bottom-side sensors 17ab to 17fb that are attached to the six thrust j acks 14a to l4f that undergo stroke control, and the head-side sensors 17ga and 17ha and the bottom-side sensors l7gb and 17 hb that are attached to the two thrust jacks 14g and 14h that do not undergo stroke control.

The cylinder pressure of the thrust jacks 14a to 14f can be found from the pressure differential between the head-side sensors l7aa to l7fa and the bottom-side sensors 17ab to 17fb.

Símilarly, the cylinder pressure of the thrust jacks 14g and 14h can be found from the pressure differential between the head-side sensors 17ga and 17ha and the bottom-side sensors l7gb and 17hb.

This makes it possible to sense the extemal force that is exerted on the eight thrust jacks 14a to 14h that undergo allocation force control.

With the above configuration, the grippers 13a are pressed against the side walls Tla of the first tunnel Tl, so the cutter head 12 on the distal end side is rotated in a state of being supported and not moving through the first tLmnel T1, and while this is happening, the thrust acks 14a to 14h of the parallel link mechanism 14 are extended to press the cutter head 12 against the working face, allowing the boring machine 10 to move forward and excavate rock and the like. As the boring machine 10 moves, the ?nely crushed stones and so forth are conveyed to the rear on the conveyor belt 15 or the like. In this way, the boring machine 10 bores its way through the first tunnel T1 (see FIG. 2).

Control Blocks of Boring machine 10 15 10 15 20 As shown in FIG. 4, the boring machine 10 in this embodiment is made up of internal control blocks that include an input component 21, a jack pressure acquisition component 22, a stroke amount acquisition component 23, a forward section position and attitude computer 24, a target allocation force computer 25, and a jack controller 26.

The input component 21 receives control inputs from the operator through a touch panel type of monitor display screen 50 (see FIG. 6) (discussed below). More specifically, when the direction in which the forward section 11 excavates (advances) is controlled manually, various keys 52a to 52d of a direction input component 52 (see FIG. 6), etc., are used. The operator sets the desired position and attitude of the forward section 1 1 by making control inputs. When the extend button 53a is pressed after setting, the stroke of the thrust jacks 14a to 14f is controlled so that the forward section 1 1 will assume the position and attitude that have been set.

The jack pressure acquisition component 22 acquires in real time the cylinder pressures of all eight of the thrust j acks 14a to 14h that undergo force control. More specifically, the jack pressure acquisition component 22 acquires the sensing results from the pressure sensors 17a to 17h respectively attached to the eight thrust jacks 14a to 14h. As discussed above, the sensing results from the pressure sensors 17a to 17h are found as the difference between the sensing results of the head-side sensors 17aa to 17ha and the sensing results of the bottom-side sensors 17ab to 17hb. The difference between the pressure on the head side and the pressure on the bottom side is the axial force of the thrust jacks 14a to 14h, and indicates the load to which the jacks are subjected.

The stroke amount acquisition component 23 acquires in real time the stroke amounts of the six thrust j acks 14a to 14f that undergo stroke control. More specifically, the stroke amount 16 10 15 20 acquisition component 23 acquires the sensing results of the stroke sensors 16a to 16f attached to the six thrust jacks 14a to l4f that undergo stroke control.

The forward section position and attitude computer 24 computes the relative position and attitude of the forward section ll with respect to the rear section 13. More specifically, the position of the rear section 13, found by external measurement made using a three-point prism (not shown) once a day, for example, is inputted to the forward section position and attitude computer 24. The relative position and attitude of the forward section 11 with respect to the rear section 13 are computed on the basis of the stroke amounts of the thrust jacks 14a to l4f obtained by the stroke amount acquisition component 23. Also, the position of the forward section 11 is computed from the measured position of the rear section 13 that has been inputted, and the computed relative position and attitude of the forward section 11 with respect to the rear section 13.

The target allocation force computer 25 computes the magnitude of the external force surrnised to be exerted on the eight thrust jacks 14a to l4h, and the target allocation force of the thrust jacks 14a to 14f for resisting the six components of this external force, from the position and attitude of the forward section computed by the forward section position and attitude computer 24 and the sensing results of the pressure sensors 17a to 17h acquired by the jack pressure acquisition component 22.

If there were only six thrust jacks constituting the parallel link mechanism 14, there would be only one combination of target allocation force for the j acks. To put this another way, the target allocation force always coincides with the axial force sense for the jacks. On the other hand, with a mechanism in which there are more than six thrust jacks, as in this embodiment, there are countless 17 10 15 combinations of target allocation force for the jacks. In View of this, the target allocation force of the jacks is computed with a generalized inverse matrix.

More speci?cally, the target allocation force computer 25 controls the target allocation force of the thrust jacks 14a to 14h by means of the following computation. The target allocation force computer 25 considers the local x and z axes in a cross section of the forward section 11 and the y axis in the center axis local coordinates of the forward section ll, and finds the unit Vectors thereof(eX, ey, and eZ) from the position and attitude of the forward section ll obtained from the forward section position and attitude computer 24.

Next, the unit Vectors el to eg of the extension direction of the eight thrust jacks 14a to 14h are found.

The axis forces of the thrust jacks 14a to 14h obtained by the jack pressure acquisition component 22 are then termed f] to få.

The extemal force F exerted on the forward section ll at the center axis local coordinates can be computed from the following equation.

[First Mathematical Formula] f en en ear- elax esx eex en ee-l 1°1 e , fz lv êzy Say G41/ eäy eay en eg, e 'Fa 12 ezz es; en es; es; en eaz _ FZ ? = en M” 'fs euzreuxr ezxzwezzxz eaxzçveszxa e4xz4'e41x4 esXzs-eazxs eeXze-eszxe evxzv-evzxv esxzs-eszxa lVlß få e|zy1~ezyz| ezzyz-ezyzz eszyweszza enyreezz. eszys-esyzs eszys-esyza evzyv-en-zi eszya-eayzs Mr f? \fs Here, F is a matrix expressed by: 18 10 15 20 F = (Fx, Fy, Fx, Ma, Mß, My)T Fx, Fy, and Fx are respectively the x direction, the y direction, and the z direction in the local coordinates. Ma, Mß, and My are respectively the moment around the z axis, the y axis, and the x axis in the local coordinates. F means the extemal force exerted on the forward section ll. f is a matrix expressed by: f=(f1, å, fa, fi, E, fö, E, ?OT The symbols fl to fg are the sensed axial forces of the thrust jacks l4a to l4h.

W is a transformation matrix, and has the following elements. The symbol elj indicates the inner product of the unit Vectors of the axial extension directions of the thrust jacks l4a to l4h and the unit Vectors of the local coordinate axial directions. The inner product of el (i = 1 to 8) and (ex, ey, eZ) is calculated and resolved into the components of the local xyz axes. More speci?cally: el - ex = elx: the force component Fx direction in the ex direction When the thrust jack l4a has a force 1 el - ey = ely: the force component Fy direction in the ey direction When the thrust jack l4a has a force 1 el ~ ex = ell: the force component Fz direction in the ex direction when the thrust jack l4a has a force 1 elxyl - elyxl: the component Mo, (= F4) direction acting as the moment around the z axis When the thrust jack l4a has a force 1 elxzl - elxxl: the component Mß (= F5) direction acting as the moment around the y axis When the thrust jack l4a has a force 1 19 10 15 20 e1Zy1 - e1yz1: the component My (= P6) direction acting as the moment around the x axis when the thrust jack 14a has a force 1 If there are only six thrust jacks constituting the parallel link mechanism 14, the force components of the axial directions of the various jacks based on the extemal force F computed from the above equation Will match the sensed axial forces f1 to få. However, if more than six acks make up the link mechanism 14, the computed extemal force will not match the sensed axial forces.

For example, with an eight-j ack configuration, the position and attitude of the forward section ll are deterrnined by the stroke length of six of the jacks, and the remaining two jacks may have a stroke length that is shorter than the stroke length corresponding to the position and attitude thereof. In this case, despite the fact that an extemal force is exerted on the forward section 1 1, the sensed axial force for the other two jacks is zero.

In view of this, the allocation of component directions is presumed from the ratio of the row elements in the transformation matrix W and the six components of the computed extemal force F, and a target allocation force is found that is the force components in the axial directions of the Various jacks corresponding to the extemal force.

Since the transformation matrix W is not regular, a generalized inverse matrix is used to compute the target allo cation force. A generalized inverse matrix makes use of a pseudo inverse matrix (a Moore-Penrose inverse matrix). That is, a pseudo inverse matrix VW (an 8 X 6 matrix) that will result in VWF = f is found from F = Wf, and the target allocation force f (an 8 >< 1 matrix) that results in the least squares solution. This allows the target allocation force to be computed at the minimum norm. 20 10 15 20 Of these eight components, the value of the components for the two thrust jacks l4g and l4h that do not undergo stroke control shall be terrned fpj .

The jack controller 26 controls the force exerted on the thrust j acks l4g and 14h included in the parallel link mechanism 14 on the basis of the target allocation force of the eight thrust jacks l4a to l4h computed by the target allocation force computer 25, and also performs stroke control on the other six thrustjacks l4a to l4f. Performing force control on the two thrust j acks l4g and l4h with the target allocation force obtained by the above-mentioned computation makes the load to which the other thrust jacks l4a to l4f are subj ected from extemal force be the same as (or substantially the same as) the target allo cation force obtained by the above-mentioned computation.

Consequently, during tunnel excavation work, even if there is a change in the direction or magnitude of the extemal force exerted on the boring machine 10 due to a change in the rock Characteristics, etc., allocation force control can be performed on the two thrust j acks l4g and 14h, and stroke control can be performed on the six thrust jacks l4a to l4f, allowing changes in extemal force to be handled properly. Thus, the system can accommodate the excavation of shafts and the like that include curved portions with a small radius of curvature R, at which the magnitude or orientation of external force is likely to change.

Monitor Display Screen 50 As shown in FIG. 6, the boring machine 10 in this embodiment makes use of a touch panel type of monitor display screen 50 as the input component 2l that receives control inputs from the operator. In this embodiment, as the interface for inputting the excavation target position, three 21 10 15 20 points in the up and down direction, the left and right direction, and the forward direction can be inputted through the monitor display screen 50.

As shown in FIG. 6, a forward and reverse excavation setting component 51, the direction input component 52, a jack control component 53, and a forward section position and attitude display component 54 are displayed on the monitor display screen 50.

The forward and reverse excavation setting component 51 is a switch for switching the movement direction (forward and reverse) of the boring machine 10, and has a forward excavation button 5 la and a reverse button 5 lb.

The forward excavation button 51a is pressed to make the boring machine 10 go forward.

When the forward excavation button 51a is pressed, the cutter head 12, the grippers l3a of the rear section 13, and the parallel link mechanism 14 are controlled so that the boring machine 10 will move forward.

The reverse button 5 lb is pressed to make the boring machine 10 reverse along the tunnel when tunnel excavation up to the desired position is complete, etc. When the reverse button 5 lb is pressed, the grippers l3a of the rear section 13 and the parallel link mechanism 14 are controlled so that the boring machine 10 will move rearward.

The direction input component 52 is operated by the operator when deviation occurs in the progress of excavation toward the target position, and has a plurality of directional buttons (an up button 52a, a down button 52b, a right button 52c, and a left button 52d).

The up button 52a, down button 52b, right button 52c, and left button 52d are pressed in the proper direction while the operator checks the position and attitude of the forward section. 22 10 15 20 Consequently, the operator can control the boring machine 10 so that it excavates toward the target position, merely by intuitively operating the proper buttons while looking at the forward section position and attitude display component 54.

The jack control component 53 is a control input component for setting the operation of the eight thrust jacks 14a to 14h included in the parallel link mechanism 14, and has an extend button 53a, a stop button 53b, and a retract button 53c.

The extend button 53a is used to drive the thrust jacks 14a to 14h in the direction in Which they extend. The stop button 53b is used to stop the movement of the thrust jacks 14a to 14h. The retract button 53c is used to drive the thrust j acks 14a to 14h in the direction in which they retract.

The forward section position and attitude display component 54 displays the position and attitude of the forward section 11 with respect to the rear section 13, and the designed excavation line. The forward section position and attitude display component 54 also has a first display component 54a and a second display component 54b.

The first display component 54a displays the center position R1 and center line R of the rear section 13, the center position (forward section origin) F 1 , center line F, and attitude A of the forward section 11, the articulation point P1 of the boring device, and the designed excavation line DL. The articulation point P1 here is the intersection between the center line R of the rear section 13 and the center line F of the forward section. In the example shown in FIG. 6, the center position F1 of the forward section 11 is shown deviating to the right with respect to the rear section 13.

The second display component 54b displays the direction in which the center position of the forward section 11 is deviating in front view (up, down, left, or right), using the articulation 23 10 15 20 point P1 as the center position. In the example shown in FIG. 6, the center position of the forward section 11 is shown deviating to the right and slightly upward with respect to the center position of the rear section 13.

In this embodiment, the following operation can be perforrned when the operator sends a control input to the monitor display screen 50 shown in FIG. 6.

More specifically, when the forward excavation button 51a is ON and the extend button 53a is pressed, the grippers 13a of the rear section 13 are deployed toward the side walls of the tunnel, the grippers 1 la of the forward section 11 are not deployed, and the six thrust jacks l4a to 14f that undergo stroke control are driven in the direction in which they extend. This allows just the forward section 11 to move forward, while the rear section 13 remains in the same position.

When the forward excavation button 5 la is ON and the retract button 53c is pressed, the grippers 13a of the rear section 13 are not deployed, and the grippers 11a of the forward section 11 are deployed toward the side walls, and in this state the six thrust jacks l4a to 14f are driven in the direction in which they retract. This allows the position of the rear section 13 to be moved forward in the excavation direction, while the forward section 11 remains in the same position.

Furthermore, when the reverse button 5 lb is ON and the extend button 53a is pressed, the grippers 13a of the rear section 13 are not deployed, and the grippers 1 la of the forward section 11 are deployed, and in this state the six thrust jacks l4a to 14f are driven in the direction in which they extend. This allows just the rear section 13 to be reversed, while the forward section 11 remains in the same position. 24 10 15 When the reverse button 51b is ON and the retract button 53c is pressed, the grippers 13a of the rear section l3 are deployed, and the grippers 1 la of the forward section ll are not deployed, and in this state the six thrust jacks 14a to 14f are driven in the direction in which they retract. This allows just the forward section 11 to be reversed, while the rear section 13 remains in the same position.

Method for Controlling Boring Machine 10 The method for controlling the boring machine 10 in this embodiment Will now be described through reference to the ?owchart in FIG. 7.

With the boring machine 10 in this embodiment, even when a change in the rock characteristics or the like along a curve set on the basis of a design drawing (the designed excavation line), for example, causes a large change in the extemal force exerted on the boring machine 10, the allocation force control discussed below is executed to allow the proper handling of extemal forces from all directions (up, down, left, and right).

More specifically, first, control is commenced in step S11, and bottom and head pressures sensed by the pressure sensors l7a to l7h (see FIGS. Sa and 5b) attached to all eight of the thrust jacks 14a to l4h are acquired in step S12.

Next, in step S13, the pressure differential is found from the bottom and head pressures at the thrust j acks 14a to 14h found in step S12. This makes it possible to obtain the load exerted on the thrust j acks 14a to l4h. 25 10 15 Next, in step S14, of the eight thrust jacks 14a to l4h, the stroke amounts of the six thrust jacks l4a to l4f that undergo stroke control are acquired from the stroke sensors l6a to l6f respectively attached to these thrust jacks 14a to 14f.

Next, in step S15, the relative position coordinates and attitude of the forward section ll with respect to the rear section 13 are computed. The relative position coordinates of the forward section ll with respect to the rear section 13 refers to the position coordinates of the forward section ll using the articulation point Pl of the boring device as a reference. The attitude of the rear section 13 is computed from interpolation from the stroke amounts of the thrust jacks 14a to 14f.

As discussed above, the absolute position coordinates of the forward section ll can be found by ?rst ?nding the position of the rear section 13 by extemal measurement made using a three-point prism (not shown), for example, and then computing on the basis of the stroke amounts of the thrust j acks 14a to 14f.

Next, in step S16, the extemal force to which the forward section ll is subjected is computed from the force components allocated to the thrust jacks 14a to l4h in the relative position coordinates of the forward section l 1 found by computation in step S15.

Next in step S17, the target allocation force is computed, which is the force allocated to the eight thrust jacks 14a to l4h to resist the extemal force computed in S16 to which the forward section ll is subjected. The computation of the target allocation force here is as described above. 26 10 15 Next in step S18, force control is performed on the thrust jacks 14g and 14h so that external force Will be properly allocated to the eight thrust jacks 14a to 14h on the basis of the target allocation force found in step S17.

With the boring machine 10 in this embodiment, of the eight thrust jacks 14a to 14h, stroke amount control is performed on the six thrust jacks 14a to 14f by a control method such as that discussed above. On the other hand, the two thrust jacks 14g and 14h do not undergo stroke amount control, and only undergo force control.

Consequently, in excavating a tunnel that includes curved portions with a small radius of curvature R during the excavation of a shaft as discussed below, for example, even if there should be a change in the direction or magnitude of the extemal force exerted on the boring machine 10, the excavation can be carried out smoothly by performing control so that the load of the extemal force is effectively allocated to the eight thrust jacks 14a to 14h.

Tunnel Excavation Method The method for excavating with the boring machine 10 pertaining to this embodiment will now be described through reference to FIG. 8.

Speci?cally, in this embodiment, the above-mentioned boring machine 10 is controlled to perform shaft excavation as below.

FIG. 8 shows the procedure for excavating three first tunnels T1 along three substantially parallel first excavation lines L1, from two existing tunnels TO. 27 10 15 20 In FIG. 8, the boring machine 10 is equipped With a backup trailer 31 comprising a drive source for the boring machine 10, etc. The state shown here is one in which the boring machine 10 is moved by a tractor to a position that branches from an existing tunnel TO to a first tunnel T1.

Here, a comer counterforce receiver 30 is installed at portions that branch off from an existing tunnel TO to a first tunnel T1, where the radius of curvature R is smaller. Consequently, even at curved parts where the radius of curvature R is smaller because of branching off to the first tunnel T1, the boring machine 10 can continue to excavate the first tunnel T1 while the grippers 13a are in contact with the comer counterforce receivers 30.

Next, as shown in FIG. 8, the boring machine 10 and the backup trailer 31 are moved while the rock, etc., is excavated by the boring machine 10, along the first excavation line Ll. This allows the first tunnel T1 to be formed at the desired location.

Next, when the excavation is completed up to the existing tunnel T0 formed some distance away, and the first tunnel T1 communicates between the two tunnels T0, the boring machine 10 and the backup trailer 31 are backed up by the tractor and returned to their initial locations.

The comer counterforce receivers 30 are installed at portions where the first tunnel T1 meets up with a tunnel TO.

Next, the boring machine 1O is again moved along a first excavation line L1 in order to excavate another first tunnel T1 that is substantially parallel to the first tunnel T1 just excavated.

Next, this procedure is repeated until three first tunnels T1 that are substantially parallel to each other have been excavated. 28 10 15 20 Consequently, with the boring machine 10 of this embodiment, When excavating a shaft that includes a curved part with a smaller radius of curvature R, even if there is a change in the direction or magnitude of the external force exerted on the boring machine 10 during excavation, the method for controlling the boring machine 10 discussed above allows the allocation force allocated to the thrust acks 14a to l4h to be properly controlled, which allows smooth tunnel excavation to be carried out.

Other Embodiments An embodiment of the present invention was described above, but the present invention is not limited to or by the above embodiment, and various modi?cations are possible without departing from the gist of the invention.

(A) In the above embodiment, an example was given of a boring machine 10 comprising a parallel link mechanism 14 that included eight thrust jacks 14a to l4h. The present invention is not lirnited to this, however.

The number of thrust jacks that make up the parallel link mechanism is not limited to eight, and may instead be seven, nine, ten, or the like, that is, (6 + n) (n = 1, 2, 3, ...), or in other words, any number of j acks greater than six.

The appropriate number of thrust jacks will depend on the diameter of the tunnel being excavated. For instance, if the tunnel diameter is less than 10 meters, a suitable number of thrust j acks is from seven to ten.

(B) 29 10 15 20 In the above embodiment, an example Was given in Which thrust jacks l4g and 14h that underwent only force control were disposed next to each other as shown in FIG. 3, versus the thrust jacks 14a to 14f that underwent both stroke control and force control. The present invention is not limited to this, however. For instance, as shown in FIG. 9, the thrust jacks l4g and l4h may be disposed apart from each other.

(C) In the above embodiment, as discussed above, an example was given in which force control was performed using a value f found as the solution of a least squares method. The present invention is not limited to this, however. For instance, as below, force control may be performed using allocation from the sum total of the duplicate ratio of the components >< the external force component. Speci?cally, the target force fpj for the j-th thrust jack can be found as follows.

[Second Mathematical Formula] Mm f_= PJ _ l < l l ,_.

=F F =F F :M F =M F IMV) >-^ N [Q *<1 03 N »Ä Q U! ä Gå Here again, just as in the above embodiment, allocation force control can be properly performed on the (6 + n) thrust jacks.

(D) In the above embodiment, an example was given of using the touch panel type of monitor display screen 50 as an interface for receiving control inputs from the operator, but the present invention is not lirnited to this. For instance, instead of using a touch panel monitor, the operator can make control inputs with a keyboard, mouse, or the like while looking at an ordinary PC screen. 30 10 15 20 (E) In the above embodiment, an example Was given in which various kinds of control components (the forward and reverse excavation setting component 51, the direction input component 52, the jack control component 53, and the forward section position and attitude display component 54) were disposed on the monitor display screen 50, but the present invention is not limited to this. For instance, some other mode may be employed as the display mode for displaying on the monitor display screen.

(F) In the above embodiment, in order to sense the external force exerted on the thrust jacks l4a to 14h, pressure sensors were provided on the head and bottom sides of the j acks, and the differential between the sensed pressures was computed by the controller 20. The present invention is not limited to this, however. For instance, load cells may be provided to the piston rods of the thrust jacks l4a to 14h so that the external force is sensed directly.

INDUSTRIAL APPLICABILITY

[0006] The tunnel boring device of the present invention comprises a parallel link mechanism that includes (6 + n) thrust jacks, wherein the effect of this tunnel boring device is that external forces of all directions and magnitudes produced during excavation can be properly handled, which means that this tunnel boring device can be broadly applied to boring machines that perform tunnel excavation.

REFERENCE SIGNS LIST

[0007] 10 boring machine (tunnel boring device) 31 10 15 20 32 1 1 forward section 1 la gripper 12 cutter head 12a disk cutter 13 rear section l3a gripper 14 parallel link mechanism 14a to 14h thrustjacks 15 conveyor belt 16a to 16f stroke sensors 17a to 17h pressure sensors (force sensors) 17aa to 17ha head-side sensors l7ab to 17hb bottom-side sensors 20 controller 21 input component 22 jack pressure acquisition component 23 stroke amount acquisition component 24 forward section position and attitude computer 25 target allo cation force computer 26 jack controller (controller) 30 counterforce receiver 10 15 20 38 31 backup trailer 50 monitor display screen 51 forward and reverse excavation setting component 5 la forward excavation button 5 lb reverse button 52 direction input component 52a up button 52b down button 52c right button 52d left button 53 jack control component 53a extend button 53b stop button 53c retract button 54 forward section position and attitude display component 54a first display component 54b second display component Cl center line of rear section C2 center line of forward section L1 ?rst excavation line Pl center position of rear section 34 TO tunnel T1 ?rst tunnel T 1 a side Wall

Claims

PATENTKRAV

1. Tunnelborrningsanordning, innefattande: en framre sektion, som har ett flertal skar vid en gravsidoyta; en bakre sektion anordnad bakom den framre sektionen och som har gripelement for att erhalla en motkraft under grayning; en parallellanksmekanism, som omfattar (6 + n) parallella kraftelement mellan den frdmre sektionen och den bakre sektionen, sammanldnkar den framre sektionen och den bakre sektionen, och andrar position och beteende hos den frdmre sektionen i forhallande till den bakre sektionen (dar n=1,2,3,4,5,...); slaglangdsensorer fasta vid kraftelementen for att avkanna slaglangdens storlek hos kraftelementen; kraftsensorer fasta vid kraftelementen for att avkanna lasten som kraftelementen utsatts for; och en styrenhet utformad att berakna en malfordelningskraft att fordelas till de (6 + n) kraftelementen baserat pa avkanningsresultat fran slaglangdsensorerna och kraftsensorema, och styra kraftelementen sa att slaglangdsstyrning utfors for sex av kraftelementen, och kraftstyming som omfattar fordelningskraften utfors for de andra n antalet kraftelement.

2. Tunnelborrningsanordning enligt krav 1, van i styrenheten berdknar en yttre kraft for vilken den framre sektionen utsatts mot bakgrund av den relativa positionen och beteendet hos den framre sektionen med avseende pa den bakre sektionen fran mdngden slaglangder for de sex kraftelementen, och en last, for vilken de (6 + n) kraftelementen utsatts, som avkanns av kraftsensorema, och beraknar en malfordelningskraft for var och ett av kraftelementen is syfte att motsta den yttre kraften.

3. Tunnelborrningsanordning enligt krav 1 eller 2, van i kraftsensorema är anordnade hos (6 + n) av kraftelementen, och slaglangdsensorema är anordnade hos sex av kraftelementen.

4. Tunnelborrningsanordning enligt krav 1 eller 2, van i (6 + n) av kraftelementen an anordnade i ett vasentligen cirkuldrt monster kring ett yttre perifert parti av ytor ddr den framre sektionen och den bakre sektionen är motstaende varandra.

5. Tunnelborrningsanordning enligt krav 1 eller 2, van i styrenheten styr vane kraftelement for att tredimensionellt styra ett beteende hos den framre sektionen.

6. Tunnelborrningsanordning enligt krav 1 eller 2, vidare innefattande en inmatningskomponent, som är utformad att mottaga styrinmatningar med avseende pa en rorelseriktning hos den framre sektionen fran en operator, van i styrenheten styr en slaglangd hos var och en av de sex kraftorganen, sà att gravning kommer att utforas utmed en onskad krokningsradie som är bestamd mot bakgrund av denna styrinmatning nar inmatningskomponenten mottager en styrinmatning fran operatoren.

7. Tunnelborrningsanordning enligt krav 6, van i inmatningskomponenten är en typ av monitor med tryckkanslig inmatningspanel.

8. Tunnelborrningsanordning enligt krav 7, van i monitorn har riktningstangenter fOr att stalla in rorelseriktningen hos den framre sektionen, och en displaykomponent, for att visa en relativ position hos den framre sektionen med avseende pa den bakre sektionen.

9. Forfarande fOr att styra en tunnelborrningsanordning innefattande en framre sektion, som har ett flertal skar vid en gravsidoyta, en bakre sektion anordnad bakom den framre sektionen och som har gripelement for att erhalla en motkraft under gravning, och en parallellanksmekanism, som omfattar (6 + n) kraftelement (dar n är ett naturligt tat), som sammanlankar den framre sektionen och den bakre sektionen, och andrar en position hos den framre sektionen i forhallande till den bakre sektionen, varvid forfarandet innefattar stegen: avkanna en last som kraftelementen utsatts for; avkanna en storlek hos slaglangden hos kraftelementen; berakna en yttre kraft som den framre sektionen utsatts for mot bakgrund av storleken hos slaglangden och lasten som kraftelementen utsatts for; berakna en maffordelningskraft fordelad till de (6 + n) kraftelementen mot bakgrund av den yttre kraften; och styra kraftelementen sâ att slaglangdsstyrning utfors for sex av kraftelementen, och varvid kraftstyrning innehallande malstyrningskraften kommer att utforas for de andra n antal kraftelement. 4-i7 LPt LG-17 L LL r-) ------- 24 FORWARD SECTION POSITION AND ATTITUDE COMPUTER ------ 22 23 r36 JACK CONTROLLER ------- TARGET ALLOCATION FORCE COMPUTER JACK PRESSURE ACQUISITION COMPONENT STROKE AMOUNT ACQUISITION COMPONENT