法国专利FR3050757A1 TBM

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专利摘要:
This tunnel boring machine (1) comprises a cutting head (10), which is adapted, when the tunnel boring machine is in use, to cut down the ground in which the tunnel boring machine moves forward to dig a tunnel (T), and a shield (20), which , when the tunnel boring machine is in use, is arranged behind the cutting head and which embeds, inside its envelope (E20), both a laying device (40), making it possible to place segments in a manner that the latter form a ring (3) for consolidation of the tunnel, arranged in the forward extension of a ring previously laid, and an advancement device (50) for advancing the tunneling machine by pressing on the front edge of the ring recently posed. In order to be able to easily, quickly and safely evacuate the shield after use of the tunnel boring machine, the shield comprises a central frame (21) and a peripheral contractable part (22), which contractable part defines the envelope of the shield and is mounted on the frame movably to pass the shield between a service configuration, wherein the shield envelope is sized to surround the upper surface (3A) of the rings, and a recoil configuration, wherein the shield envelope is dimensioned to be surrounded by the intrados (3B) rings.
公开号:FR3050757A1
申请号:FR1653959
申请日:2016-05-02
公开日:2017-11-03
发明作者:Steve Mollard
申请人:Nfm Tech；NFM Technologies SAS；
IPC主号:

专利说明:

TBM
The present invention relates to a tunnel boring machine, otherwise referred to as a tunnel boring machine. The invention is concerned with tunneling machines which, in the front part, comprise a cutting head and which, behind this cutting head, comprise a shield. When the tunnel boring machine is in operation, the cutting head cuts down the ground in which the tunnel boring machine moves forward to dig a tunnel: to do this, this cutting head is rotatable on itself around its central axis and carries slaughter tools. such as knurls, teeth, etc., which excavate the ground at the face of the face against which the cutting head is applied while being rotated. The shield ensures the stability of the walls of the excavation: this shield is usually made of a ferrule is monolithic, or made of several sections possibly articulated between them. In any case, when the tunnel boring machine is in use, the tubular structure of the shield advances jointly with the cutting head, by going inboard and thus protecting both a laying device, such as an erector, which makes it possible to install successive rings along the tunnel, to consolidate the latter, and a device for advancement, such as a crown of cylinders, which allows to advance the tunnel boring machine: inside the shield, voussoirs are, by means of of the erector, assembled to constitute a new ring arranged in the forward extension of a ring previously laid, and, once the assembly of the voussoirs is completed, the edge of the newly installed ring serves as supporting the cylinders of the aforementioned crown to advance the tunneling machine by a distance corresponding to the length of the next ring to be laid, and so on. Thus, as a new ring is placed juxtaposed to the ring previously laid, it produces a tube of rings, which lining the inside of the tunnel. It is therefore understood that the TBM, in particular its shield, can not move back inside the tube made just behind its shield, in the sense that the internal diameter of this tube is necessarily smaller than the outer diameter of the shield .
Once the tunnel is dug, the TBM must be evacuated. When the tunnel is dug to open its face to the open air, the recovery of the tunnel boring machine does not pose difficulties. On the other hand, in certain circumstances, especially when the dug tunnel is blind, the evacuation of the tunnel boring machine may be currently only possible by dismantling the tunnel boring machine directly in the tunnel. In particular, the shield is progressively evacuated into several pieces which, at the construction of the tunnel boring machine, had been assembled together to form the shield structure together. The disassembly of these pieces is a long, risky and expensive operation: indeed, as this dismounting is carried out just behind the face of the waist, the part of the tunnel, at which the shield is disassembled, is not consolidated by the rings and is therefore subject to deformations, even landslides, especially when handling parts of the shield. Many tools are needed to disassemble the pieces of the shield, then to transfer each of them, for example backwards, inside the rings of the tunnel, when the latter is one-eyed. In addition, the risk of damaging these pieces during their disassembly and transfer is real, which greatly limits the possibility of reusing them.
The object of the present invention is to propose a new tunnel boring machine, which, after its use for digging a tunnel with a non-opening face in the open air, makes it possible to evacuate its shield easily, quickly and safely. For this purpose, the subject of the invention is a tunnel boring machine, comprising: a cutting head which is adapted, when the tunnel boring machine is in use, to break down the ground in which the tunnel boring machine is moving forward to dig a tunnel, and a shield, which, when the tunneling machine is in use, is arranged behind the cutting head and which defines an envelope inside which the shield embeds, at the same time: - a laying device for laying segments so that these the latter form a consolidation ring of the tunnel, arranged in the forward extension of a ring previously laid, and - an advancement device for advancing the tunneling machine by pressing on the front edge of the ring recently laid, characterized in that the shield comprises a central frame and a peripheral contracting part, which contractable part defines the shield envelope and is mounted on the frame in a displaceable manner to pass the shield between: - a service configuration, in which the envelope of the shield is sized to surround the upper surface of the rings, and - a recoil configuration, in which the envelope of the shield is sized to be surrounded by the underside of the rings.
One of the ideas underlying the invention is to design the shield by integrating the ability to retract on itself, in other words to reduce the size of its geometric envelope, that is to say the size of this which corresponds to the outer lateral surface of the geometric volume occupied by the shield. In the service configuration, the shield occupies a geometric volume whose envelope is typically cylindrical and which is sufficiently large so that its outer lateral surface can surround the extrados of the tunnels of consolidation of the tunnel: within this geometrical volume, each new ring can be set up by a voussoir-laying device, such as an erector, and the shield can be moved forward by an advancement device, such as a crown of jacks, which takes support on the edge of the ring recently laid. In a contracted configuration, the shield occupies a geometric volume whose envelope is also typically cylindrical and which, while still carrying the laying device and the advancing device, is small enough so that its outer lateral surface can be surrounded by the the intrados of the rings: thus, the shield can then be moved back inside the rings for the purpose of its evacuation via the entrance of the tunnel. To allow the shield of the service configuration to be transferred to the contracted configuration, the tunnel shield according to the invention comprises a contractable part, which is arranged on the periphery of a central frame of the shield and which is mounted in a manner that can be disembarked on this chassis: it is this contractable part which defines the envelope of the shield. Thus, even when the dug tunnel is blind or, more generally, front not open to the open air, the chassis and the contractable portion of the shield can be evacuated together, that is to say with the contractable portion maintained mounted on the chassis, and this in conjunction with the installation and advancement devices that the shield embeds inside its envelope. This evacuation is implemented in a safe, fast and efficient way, by previously contracting the contractible part, that is to say the displacement of this contractable part towards the central frame, in particular radially to the central axis of the frame .
In practice, the embodiment of the contractable part is not limiting of the invention. A possibility of realization, which will be detailed later, advantageously includes petals movable relative to the frame between an extended position when the shield is in the service configuration and a contracted position when the shield is in a recoil configuration. In all cases, thanks to this contractable part, the shield according to the invention can be easily retreated into the rings lining the tunnel and can also be easily reused within a TBM to dig a new tunnel, without need to disassemble-reassemble the main constituents of the shield, especially those that define the envelope.
According to additional advantageous features of the tunneling machine according to the invention, taken separately or in any technically possible combination: the chassis defines a shield axis on which the shield envelope is substantially centered, and the contractable part is displaced relative to to the frame substantially radially to the shield axis when passing the shield between its service configuration and its recoil configuration; - The laying device is embedded essentially, or even exclusively on the chassis, and the advancement device is shipped substantially, or exclusively on the contractable part; - The contractable part includes several petals which: - are distributed around the frame, - jointly define the envelope of the shield, and - are mounted on the frame movably between: - an extended position, that the petals occupy when the shield is in the service configuration and in which the petals are spaced from each other by providing respective free spaces between two petals succeeding each other around the frame, and - a contracted position, which the petals occupy when the shield is in the recoil configuration and wherein the petals are substantially joined; - The petals or which are located in the lower portion of the shield are movable independently of the other petals; - The tunneling machine further comprises a tubular wall, which is adapted to run around the shield, to which are secured all the petals in the deployed position covering the free spaces, and from which the petals are detached to move them from their deployed position to their contracted position; - The tunneling machine further comprises separate mechanical connecting pieces, which are secured to the petals in the deployed position so that each connecting piece connects two petals in the extended position around the frame, covering the corresponding free space, and which are at least partially cleared of the petals to move them from their deployed position to their contracted position; - The cutting head comprises a plate, which is rotatable about a head axis relative to the shield, and felling tools which are carried by the plate and which, when rotating the plate about the axis of the head, are adapted to break down the terrain in which the tunneling machine advances to dig the tunnel, and the plate includes both a main body, whose outer periphery is substantially centered on the head axis, and a retractable portion, which is designed to carry at least one of the felling tools and which is mounted on the main body movably between: - an extended position, in which the retractable portion extends, with a non-zero extent, projecting from the periphery outside the main body and the or at least one of the felling tools carried by the retractable part is further away from the head axis than the outer periphery of the main body, and - a retracted position, d wherein the extent of the retractable portion, projecting from the outer periphery of the main body, is substantially zero such that the main body and the retractable retractable portion are sized to be surrounded by the intrados of the rings; - the cutting head consists of pieces which, when the tunnel boring machine is in use, are fixedly assembled to each other and which are designed to be disassembled from each other, each piece being dimensioned to be introduced, independently of other pieces , inside the rings; - The shield further comprises a drive device for driving the contractable portion relative to the frame during the passage of the shield between its service configuration and recoil configuration. The invention will be better understood on reading the description which follows, given solely by way of example and with reference to the drawings, in which: FIG. 1 is a diagrammatic longitudinal section of a first embodiment of FIG. a TBM according to the invention, shown in a service configuration; - Figure 2 is a section along the line ll-ll of Figure 1; - Figure 3 is a section along the line III-III of Figure 1; - Figure 4 is a section along the line IV-IV of Figure 1; - Figure 5 is a view similar to Figure 1, illustrating a first step of the tunneling of Figure 1 from the service configuration, shown in Figure 1, to a recoil configuration; - Figure 6 is a section along the line VI-VI of Figure 5; - Figure 7 is a section along the line VII-VII of Figure 5; FIG. 8 is a view similar to FIG. 1, illustrating a second step of the tunneling tunnel passing between the service configuration and the recoil configuration; - Figure 9 is a schematic section along the line IX-IX of Figure 8; FIG. 10 is a view similar to FIG. 1, illustrating a third step of the tunneling tunnel passing between the service configuration and the recoil configuration; - Figure 11 is a schematic section along the line XI-XI of Figure 10; FIG. 12 is a view similar to FIG. 1, illustrating a fourth step of tunneling from the service configuration to the recoil configuration; FIG. 13 is a diagrammatic section along line XIII-XIII of FIG. 12; FIG. 14 is a view similar to FIG. 1, illustrating the recess configuration of the tunnel boring machine; - Figures 15 and 16 are schematic sections along the respective lines XV-XV and XVI-XVI of Figure 14; FIGS. 17 and 18 are respectively similar views to FIGS. 4 and 13, illustrating a second embodiment of a tunneling machine according to the invention; - Figure 19 is a view similar to Figure 1, illustrating a third embodiment of a TBM according to the invention, shown in a service configuration; - Figure 20 is a schematic section along the line XX-XX of Figure 19; FIG. 21 is a view similar to FIG. 14, showing the TBM of FIG. 19 in a recoil configuration; and - Figures 22 and 23 are schematic sections along the respective lines XXII-XXII and XXIII-XXIII of Figure 21.
FIGS. 1 to 16 show a tunnel boring machine 1 which, only in FIGS. 1 to 4, is in a service configuration, in the sense that this tunnel boring machine 1 is then able to produce a tunnel T through a formation or, more generally, of a field in which the tunnel boring machine is moving forward.
As can be clearly seen in FIG. 1, the tunnel boring machine 1 comprises, at the front end, a cutting head 10 and, behind this cutting head 10, a shield 20. By way of detailed arrangements thereafter, the head 10 cuts down the ground in which the tunneling machine 1 advance to dig tunnel T, coming into contact with a front of size F at the front end of the tunnel T, while the shield 20 ensures the stability of the walls T tunnel as the F-face is excavated.
As clearly visible in FIGS. 1 and 2, the cutting head 10 comprises a plate II which is centered on a head axis ZI 0: this plate 11 is rotatable about itself around the head axis ZI 0 relative to 20. The tray 11 carries, on its front face, felling tools 12, such as wheels, teeth, tips, etc. These felling tools are known in the art and their embodiment is not limiting as long as these felling tools 12 allow the front face of the plate 11 to cut down the ground against which this front face is placed. contact and thus to advance the face of size F in the ground to cross, when the plate 11 is rotated about the head axis ZI 0.
As shown in FIGS. 1 and 2, the plate 11 of the cutting head 10 comprises a main body 13, which occupies the central region of the plate 11 and which defines an outer periphery, denoted PI 3, substantially circular and centered on the Z10 head axis. Among the felling tools 12, felling tools 12.1 are carried by this main body 13. In the embodiment considered here, the main body 13 generally has a star shape with radial branches: thus, the body main 13 includes a central hub 14, through which the head axis Z10 passes, and twelve branches 15, each extending from the central hub 14 in a radial direction to the head axis Z10, the respective ends thereof. branches 15, opposite to the head axis Z10, together defining the outer periphery PI 3 of the main body 13. The branches 15 are distributed around the head axis Z10 and delimit between them free spaces, forming through openings to within the main body 13 to allow the passage of the materials felled from the face of size F by the felling tools 12.1 carried by these branches.
This star shape of the main body 13 is suitable for digging coherent terrain, but, in practice, the main body 13 of the plate 11 may have other embodiments, such as, for example, a plate or a plate assembly. openings are made in this plate or this assembly of plates to allow the passage, through the main body 13, of the materials separated from the face of size by the felling tools 12.1.
Moreover, as clearly visible in FIGS. 1 and 2, the plate 11 of the cutting head 10 also includes arms 16, which are mounted on the main body 13 and which each extend in length radially to the axis of Z10 head. In the embodiment considered here, the arms 16 are provided in four copies, being distributed substantially uniformly about the head axis Z10. In addition, each of these four arms 16 is mounted on one of the branches 15 of the main body 13, thus extending in the rectilinear extension of this branch.
Whatever the embodiment of the main body 13, each arm 16 is mounted on the main body 13 radially displaceable to the head axis ZI 0 so as to extend, at least for the part of the arm opposite to the head axis Z10 protruding outwardly from the main body 13, in other words projecting from the outer periphery PI 3 of this main body 13. In FIG. 2, the extension of the arms 16, which is projecting from the outer periphery PI3, is denoted Δ16. It should be understood that the ability of the arms 16 to move relative to the main body 13 of the plate 11 is not free: before the cutting head 10 is actuated to cut down the ground, the protruding extent Δ16 of the arms 16 is adjusted, by moving the arms 16 relative to the main body 13, and the arms 16 are locked in position relative to the main body 13, and by any suitable reversible means. In practice, each arm 16 can thus be slidably mounted on the branch 15 with which it is associated, co-operating by complementarity of shapes directly with this arm and being, after adjustment of its protruding extension Δ16, locked in position by bolting or similar. Furthermore, when adjusting the protruding extent Δ16 of the arms 16, the drive of each arm 16 relative to the main body 13 can be achieved using an attached tool or be controlled by a motor member ad hoc, integrated tray 11, such as a cylinder which is interposed between the main body 13 and the arm 16 and whose actuator is lockable in position. In all cases, according to an advantageous arrangement whose interest will appear later, each arm 16 is movable relative to the main body 13 independently of the other arms 16.
Moreover, as clearly visible in FIG. 2, each of the arms 16 carries, on its front face, felling tools 12.2 which correspond to the felling tools 12 other than the tools 12.1 carried by the main body 13. At least some of the felling tools 12.2 are arranged in the longitudinal end portion of the arms 16, opposite to the head axis Z10: provided that the projecting extension Δ16 of the arms 16 is set sufficiently large, these felling tools 12.2 are are located beyond the outer periphery PI 3 of the main body 13. It is thus possible to define a so-called extended position for the arms 16, which is occupied by these arms in Figures 1 and 2 and in which, of a on the other hand, their projecting extent Δ16 is non-zero and, on the other hand, at least some of the felling tools 12.2 are further away from the head axis Z10 than the outside periphery PI 3 of the main body 13. When the arms 16 are in this extended position, as is the case in the tunneling machine configuration shown in Figures 1 to 4, it is understood that the cutting diameter, that is to say the diameter of the face of size F, is imposed by the arms 16, being substantially greater than the diameter of the outer periphery PI 3 of the main body 13, the difference between the cutting diameter and the diameter of the outer periphery PI3 corresponding substantially to twice the protruding extent Δ16 of the arms 16.
In practice, all or part of the felling tools 12.2 is carried removably by the arms 16: thus, particularly as a function of the value of the projecting extension Δ16, at least some of the felling tools 12.2 can be removed from the arm 16.
It will be noted that the embodiment of the arms 16 which has just been described is not limiting of the invention, in the sense that, more generally, it is understood that the arms 16 together constitute a retractable part of the plate 11, which is designed to carry the felling tools 12.2 and which is mounted on the main body 13 of the plate 11 in a displaceable manner to extend, with an adjustable extent such as the extension Δ16, projecting from the outer periphery PI 3 of this main body 13.
According to an advantageous advantageous arrangement, which is implemented in the embodiment considered in the figures and which is more particularly visible in FIGS. 2 and 3, the cutting head 10 further comprises blades 17 making it possible to collect the cuttings. From the ground felled by the felling tools 12. According to considerations similar to those detailed above for the arms 16, these blades 17 are mounted on the main body 13 in a manner displaceable radially to the head axis ZI 0 so protruding from the outer periphery PI 3 of the main body 13. Thus, for example, each of the blades 17 is displaceably mounted on one of the branches 15 of the main body 13. Of course, these The blades 17 are inscribed within the circle defined by the diameter of the cut: in practice, to maximize the effect of collecting cuttings by the blades 17, the extent of the blades 17, which is the outer periphery PI 3 of the main body 13, is set substantially at the same value as that of the projecting extension Δ16 of the arms 16. Alternatively, blades for collecting cuttings can also be carried by some of the arms 16 .
As is clearly visible in FIGS. 1 and 4, the shield 20 comprises, for its part, a frame 21 which, with respect to the remainder of the shield 20, is located in a central region of this shield and which is centered on a shield axis Z20 extending between the respective central regions of the front and rear sides of the shield 20. In the embodiment considered in the figures, the frame 21 has a generally tubular shape, centered on the shield axis Z20 .
The front part of this frame 21 supports the cutting head 10, receiving internally the rear of the central region of the main body 13 of the plate 11, with interposition of bearings or similar members, allowing the relative rotation of the plate 11 by relative to the frame 21, while substantially aligning the head axis Z10 and the shield axis Z20.
The frame 21 internally carries a motor 30 for driving the cutting head 10 in rotation about the head axis Z10. This motor 30 is known per se and will not be detailed here further.
The rear portion of the frame 21 supports a laying device 40 allowing, inside the shield 20, to set voussoirs 2. The embodiment of voussoirs 2 is not limiting: these voussoirs 2 are, for example, consist tubular portions precast concrete or cast iron or any suitable material, possibly being lined with a coating. As shown in FIGS. 15 and 16 which will be presented in more detail later, the voussoirs 2 are, whatever their embodiment, designed to be assembled to each other so as to jointly form a ring 3, which is intended to consolidate the inner walls of the tunnel T dug by the TBM 1 and which, by juxtaposition to the front of a similar ring, previously laid, extends forwards a tube 4 consisting of the succession of rings 3 along the Tunnel T. The voussoirs 2 are routed to the inside of the shield 20 from the surface of the ground and via the tunnel T, for example using a carrier and / or a service train. The voussoirs 2 thus transported into the shield 20 are manipulated by means of the laying device 40, by gradually assembling them to each other, until the ring 3 is formed in the forward extension of a ring. 3 by way of non-limiting example, the laying device 40 is an erector, such a device being well known per se in the art.
As shown in FIGS. 1 and 4, the shield 20 also includes petals 22, which are distributed substantially uniformly around the shield axis Z20, on the outer periphery of the frame 21, and which, in the example of FIG. realization considered here, are twelve in number. The petals 22 delimit, opposite the shield axis Z20, respective outer peripheral surfaces 22A which, together, define an envelope E20 of the shield 20: this envelope E20 corresponds to the outer lateral surface of the geometric volume occupied by the shield 20, geometrically extended forward and backward. In practice, this envelope E20 is here cylindrical, with a circular base and centered on the shield axis Z20, the petals 22 corresponding, as it were, to respective portions of a tubular ring, centered on the shield axis Z20 .
Whatever the embodiment of the petals 22, these petals are mounted on the frame 21 in a displaceable manner, each petal thus being movable relative to the frame radially to the shield axis Z20. It should be understood that the displacement capacity of the petals 22 is not free, but, as explained in more detail later, is controlled to pass the shield 20 between two different configurations. When the shield 20 and, more generally, the tunnel boring machine 1 are in the service configuration of FIGS. 1 to 4, the petals 22 occupy an extended position, in which the outer peripheral surfaces 22A of the petals 22 are sufficiently distant radially from the axis shield Z20 so that the envelope E20 of the shield 20 surrounds the upper surface 3A of the rings 3 of the tube 4. In other words, in the service configuration of the tunnel boring machine 1, the petals 22 are kept sufficiently spaced from the axis shield Z20 so that the envelope E20 of the shield 20 allows, within this envelope, the installation of a new ring 3 with the aid of the laying device 40.
In addition, for reasons which will appear later, the petals 22 in the deployed position are spaced apart from each other around the shield axis Z20, leaving respective free spaces β between two petals 22 succeeding each other around the frame 21.
The displacement and locking in position of the petals 22 relative to the frame 21 are advantageously controlled by drive cylinders 23, some of which are schematically shown in FIG. 1. In practice, each of these drive cylinders 23 is interposed between the chassis 21 and one of the petals 22, it being understood that each of the petals 22 is associated with one or more drive cylinders 23. Of course, other embodiments than the drive cylinders 23 may be envisaged in FIG. as a drive device of the petals 22 relative to the frame 21 for the purpose of controlling the movement of these petals and, advantageously, the locking position of these petals.
As can be seen clearly in FIGS. 1 and 4, the petals 22 embark an advancement device 50 intended to advance the cooper by pressing on the edge of the rings 3. This advancement device 50 is known as such and, in the embodiment considered here, this advancement device consists of a plurality of jacks 51: the fixed part of each cylinder 51 is secured to one of the petals 22 while its mobile part is designed to come to rest, substantially parallel to the shield axis Z20, against the front edge of the voussoirs 2 of the ring 3 recently assembled inside the shield 20, so as to exert on the shield 20 and thereby on the head cutting 10, a forward thrust necessary for the felling of the ground to cross. In the example considered here, as shown in FIG. 4, each petal 22 is associated with two jacks 51. Whatever the embodiment of the advancement device 50, it is understood that the forces transmitted from this advancement device 50, pressed against the ring recently assembled, to the cutting head 10, pass through the petals 22 and the frame 21 of the shield 20: the structure of the petals 22 must be provided sufficiently resistant, which passes, in the embodiment considered in the figures, by the use of stiffeners 24, which protrude outwardly from the frame 21 and which are received in complementary housing 22B delimited by the petals 22, these stiffeners 24 and these housings 22B cooperating by complementary shapes to allow, or advantageously guide the radial displacement of the petals 22 relative to the frame 21 when ordering this move by the above-mentioned driving device, such as the drive cylinders 23.
According to an optional arrangement, which is implemented in the embodiment considered in FIGS. 1 to 4, the tunneling machine 1 further comprises a tubular wall 60, which is centered on the shield axis Z20 and which is arranged in a manner to run all around the shield 20. In the service of the tunneling machine 1, the petals 22, which, as indicated above, are in the deployed position, are housed inside the tubular wall 60 and are secured to this wall tubular 60 removably, for example by bolting or the like. As clearly visible in FIG. 4, the respective outer peripheral surfaces 22A of the petals 22 are thus covered by the inner face of the tubular wall 60, with or without a free space between these surfaces 22A and this inner face of the tubular wall. 60: in all cases, the envelope E20 of the shield 20 is surrounded by the inner face of the tubular wall 60. The tubular wall 60 thus makes it possible to connect the petals to the outside of the envelope E20 of the shield 20 22 with each other, covering the free spaces β: the tubular wall 60 thus stiffens the overall structure, formed by the disjointed petals 22, and prevents the radial introduction, in particular the fall, inside the shield 20 of fragments of material from the inner walls of the tunnel T.
For reasons which will appear below, the petals 22, which are located in the lower portion of the shield 20 and which correspond to the two lowest petals, referenced 22.1, in Figure 4, are preferably movable independently of the other petals 22, these other petals being referenced 22.2.
The petals 22 may have other specificities than those described so far, as long as these petals 22 together constitute a contractable part, which is arranged at the periphery of the frame 21, which defines the envelope E20 of the shield 20 and which is mounted on the frame displaceably radially to the shield axis Z20 to modify the dimensioning of the envelope E20, by passing this dimensioning between that associated with the service configuration, in which the envelope E20 surrounds the extrados 3A of the rings 3 and less dimensioning, the latter aspect being explained in more detail later. Other characteristics of the tunnel boring machine 1 will emerge from the following description relating to the passage of the tunnel boring machine 1 from its service configuration of FIGS. 1 to 4 to a so-called recoil configuration, shown in FIGS. 12 to 16, via intermediate configurations. shown respectively in Figures 5 to 7 and Figures 8 to 11.
As indicated above, in the service configuration of FIGS. 1 to 4, the tunnel boring machine 1 makes it possible to dig the tunnel T and to coat the inner walls with the tube 4, the tunnel boring machine 1 progressing progressively toward the left-hand part of the FIG. 1. In this service configuration, the arms 16 of the plate 11 of the cutting head 10 occupy the extended position described above, associated with the projecting extension Δ16 indicated in FIG. 2. The petals 22 of the shield 20 occupy themselves the deployed position described above, being secured to the tubular wall 60, the latter thus moving together with the shield 20 during the progressive advance of the TBM 1. As shown in Figure 1, the envelope E20 shield 20 present a diameter substantially equal to the cutting diameter imposed by the arms 16 in extended position. At the end of the digging of the tunnel T by the tunnel boring machine 1, this tunnel T has its front of size F not open to the open air: in the example considered in the figures, the tunnel T is in fact blind. The operations described below, which are implemented while the tunnel boring machine 1 is no longer in service, are intended to evacuate tunneling tunnel 1 of tunnel T.
A first set of operations makes it possible to pass the tunneling machine 1 of its service configuration of FIGS. 1 to 4 to the intermediate configuration of FIGS. 5 to 7. To do this, the arms 16 are displaced vis-à-vis the main body 13 of the plate 11 from their extended position of the service configuration to a retracted position shown in Figures 5 to 7, by actuating the movable assembly between these arms 16 and the main body 13. As can be seen in Figure 6, in the retracted position, the arms 16 are positioned, at least substantially, set back from the outer periphery PI3 of the main body 13, which amounts to considering that their projecting extent Δ16 is substantially zero in the sense that, in practice, the arms 16 may marginally protrude outwardly from the outer periphery PI3 of the main body 13 as long as this main body and the arms 16 in the retracted position are sized. to be surrounded by the intrados 3B rings 3, for reasons that will appear a little further.
According to an optional implementation, which is practical, the arms 16 are thus retracted not simultaneously, but in turn. The angular position of the plate 11 around the head axis Z10 can thus be modified between each retraction of the arms 16, in particular to facilitate the retraction operations relative to each arm. In addition, if necessary, before retracting the arms, all or part of the felling tools 12.2 they carry is removed from the arms. In all cases, it is understood that the setting in motion of each arm 16 vis-à-vis the main body 13 previously requires the unlocking of the arm extended position; then, once the arm 16 reaches the retracted position, this arm is again locked in position vis-à-vis the main body 13.
Moreover, the retraction of the arms 16 is accompanied by the retraction of the blades 17, as clearly visible in FIGS. 6 and 7. Thus, in the intermediate configuration shown in FIGS. 5 to 7, both the arms 16 and the blades 17 are positioned, at least essentially, in withdrawal from the outer periphery PI 3 of the main body 13, their projecting extent of this outer periphery PI 3 being considered substantially zero in the sense that, as for the arms 16 , the blades 17 in the retracted position are sized to be surrounded by the intrados 3B of the rings 3.
A second set of operations then makes it possible to pass the tunneling machine 1 of the intermediate configuration of FIGS. 5 to 7 to the intermediate configuration of FIGS. 8 to 11.
To do this, only the petals 22.1 are first detached from the tubular wall 60, then are driven from their deployed position, described above, to a contracted position, by actuating the drive cylinders 23, as clearly visible in FIGS. 8 and 9. The petals 22.1 are thus brought closer radially to the shield axis Z20, by means of their displacement radially to this axis. This contraction of the petals 22.1 causes the disappearance of the free space β formed between the two petals 22.1, in the sense that, in their contracted position, these petals 22.1 are substantially contiguous. In other words, the free space β formed between the two petals 22.1 when these petals 22.1 are in the deployed position accommodates the radial displacement of these petals 22.1 to the shield axis Z20.
Once the petals 22.1 are contracted as in Figures 8 and 9, a free volume V is formed between the respective outer peripheral surfaces 22A of these petals 22.1 and the inner face of the lower portion of the tubular wall 60. It is understood that , despite the presence of this free volume V below the shield 20, the latter remains stable in position inside the tunnel T, more specifically inside the tubular wall 60, thanks to the petals 22.2, the latter remaining for now in their deployed position.
A tool 70 for transferring the tunneling machine 1 to the rear is then put in place inside the tunnel T, in particular below the shield 20, as indicated schematically in FIGS. 10 and 11. This transfer tool 70 is extends at the level of the lower portion of the intrados 3B of the rings 3 of the tube 4, as well as inside the free volume V. The transfer tool 70 is designed to support the tunnel boring machine 1 and guide the recoil of this 4. In practice, the transfer tooling 70 includes, for example, rolling rails and / or sliding pads, in particular with air cushions.
Once the transfer tooling 70 is in place, the petals 22.2 are separated from the tubular wall 60 and are then moved from their deployed position to a contracted position, similar to that previously described for the petals 22.1: as shown in FIGS. and 13, once the petals 22.2 have passed in the contracted position, all the petals 22 are found substantially contiguous with each other, surrounded by the frame 21. It is understood that the envelope E20 of the shield 20, defined jointly by the respective outer peripheral surfaces 22A of the petals 22, is then reduced in radial dimension, compared to when all the petals 22 were in the extended position, being noted that the delivery device 40 and the advancement device 50 remain at the same position. inside this envelope E20. The envelope E20 defined by the petals 22 in retracted configuration has a size sufficiently small to be surrounded by the intrados 3B of the rings 3 of the tube 4: in other words, considering that the envelope E20 and the intrados 3B are cylindrical with a circular base, the diameter of the envelope E20 is smaller than the diameter of the intrados 3B. In practice, the envelope E20 defined by the petals 22 in the retracted configuration is advantageously designed to substantially flush with the outer periphery PI3 of the main body 13, as shown in FIG. 12.
Once all the petals 22 have passed in the contracted position, the shield 20 is no longer bound, inside the tunnel T, to the tubular wall 60, but is exclusively supported by the transfer tooling 70. As illustrated by the FIGS. 14 to 16, the tunnel boring machine 1, apart from the tubular wall 60, can then be moved back inside the tube 4 by rearward guidance by the transfer tooling 70. This possibility of moving back the tunnel boring machine 1 results from the absence of interference between the shield 20 and the rings 3, as well as between the cutting head 10 and the rings 3. In practice, the recoil of the tunneling machine 1 towards the rear is made for example by traction at the using a power unit, not shown in the figures, various possibilities of realization of this power unit being conceivable.
Thus, it is understood why the configuration of the TBM 1 of Figures 12 to 16, wherein the arms 16 are retracted and the petals 22 are contracted, may be described recoil configuration.
Once the tunnel boring machine 1 has been withdrawn from the tunnel T by recoiling along this tunnel, the transfer tooling 70 can be recovered. As for the tubular wall 60, it can be abandoned inside the tunnel T or recovered in several fragments.
Of course, if necessary, the tunnel boring machine 1, once evacuated from the tunnel T, can be reused to dig a new tunnel, by means of the reverse passage of the tunnel boring machine 1 from its recoil configuration to its service configuration. This reverse passage is based on the reversibility of the mobile assembly between the arms 16 and the main body 13 and the movable assembly between the petals 22 and the frame 21 of the shield 20.
In Figures 17 and 18 is shown a variant of the shield 20 of TBM 1, referenced 20 '. The shield 20 'is similar to the shield 20 in that it comprises, in particular, a central frame 21 and petals 22 which together form a peripheral contractable portion. The shield 20 'differs from the shield 20 in that it further comprises connecting pieces 25' for mechanically connecting the petals 22 in the deployed position to each other. More specifically, as shown in FIG. 17, within the shield 20 ', two petals 22 in the extended position around the frame 21 are connected to one another by one of the connecting pieces 25', this the last being mechanically attached to these two successive petals so as to cover the free space β formed between these two petals. Thus, the junction pieces 25 ', which succeed one another following the outer periphery of the shield 20', close the free spaces β formed between the petals 22 in the deployed position.
The separate junction pieces 25 ', distributed between the petals 22 in the deployed position, thus provide overall resistance to these petals, while preventing the introduction, within the shield 20', of materials from the inner walls. of the tunnel T. It is understood that the connecting pieces 25 'thus provide at least a portion of the functions provided by the tubular wall 60 presented previously in connection with the shield 20. Moreover, the shield variant 20' makes it possible to do without of the use of the tubular wall 60, as shown in Figures 17 and 18. Of course, to pass the petals 22 of the shield 20 'from their deployed position to their contracted position, the connecting pieces 25' are at least In practice, this clearance may consist, for example, in a total withdrawal of the connecting pieces 25 '. Another possibility is to provide that each connecting piece 25 'is pivotally supported by the petals 22, so as to be folded between the petals 22 during the passage of the latter into their contracted position.
FIGS. 19 to 23 show a tunnel boring machine 101 which has the same overall functions as the tunnel boring machine 1, namely a tunneling function of the tunnel T and a recoil evacuation function in this tunnel T.
The tunneling machine 101 comprises a shield identical to the shield 20 of the tunneling machine 1, so that the shield of the tunnel borer 101 is not described here further, this shield and its components being referred to by the same references as those previously used for the shield 20 of the tunnel boring machine 1.
The tunneling machine 101 furthermore comprises a cutting head 110 which, as clearly visible in FIG. 20, comprises a plate 111 and slaughtering tools 112 borne by the front face of the plate 111. The slaughtering tools 112 are functionally, even structurally similar to the felling tools 12 of the cutting head 10 and will therefore not be described here further.
On the other hand, the plate 111 has a different structure from that of the plate 11 of the cutting head 10, in that this plate 111 consists of several distinct pieces, for example five pieces, namely a central piece 111.1, which is crossed. . centrally, by a head axis Z110 around which the plate 111 is rotated when the tunnel borer 101 is in service for the purpose of cutting down the land in which the tunnel boring machine 101 advances and thus digging the tunnel T, and four side pieces 111.2, distributed around the head axis Z110, all around the central piece 111.1. When the tunnel borer 101 is in use, the central piece 111.1 and the side pieces 111.2 are fixedly assembled to each other, as illustrated by FIGS. 19 and 20. Moreover, the side pieces 111.2 are designed to be each disassembled from the central piece. 111.1, as illustrated by Figures 21 to 23.
By providing that each of the pieces 111.1 and 111.2 is sized to be surrounded by the intrados 3B of the rings 3, it is understood that the recoil of the TBM 101 is possible inside the tube 4, after having, on the one hand, contracted its shield 20 and, on the other hand, disassembled the lateral pieces 111.2 vis-à-vis the central piece 111.1, the latter may remain supported by the shield 20 subject to being inscribed inside the envelope E20 of Shield 20 retracted, as in Figure 21. After evacuation of the shield 20 and the central piece 111.1 of the plate 111 of the cutting head 110, recoiling inside the tube 4, the side pieces 111.2 of the plate 111 can be individually evacuated, being introduced in turn inside the rings 3 and moved back inside the tube 4.
Various arrangements and variants TBMs 1 and 101 described so far are also possible. By way of examples: - rather than the displacement of the arms 16 opposite the main body 13 of the plate 11 is rigorously oriented radially to the head axis Z10, this movement of the arms 116 can be oriented differently from the when the movable assembly between these arms 16 and the main body 13 allows the arms to extend, in an adjustable manner, at least partially projecting from the outer periphery PI 3 of the main body 13; - Similarly, the displacement of the petals 22 of the shield 20 or 20 'can be oriented differently than rigorously radially to the shield axis Z20, as long as the movable assembly between the petals 22 and the frame 21 allows to modify the the size of the envelope E20 of the shield, by passing it from a large size, according to which this envelope E20 surrounds the extrados 3A of the rings 3 of the tube 4, and a small size, according to which this envelope E20 is surrounded by the intrados 3B of the rings 3; and / or rather than resorting to the tubular wall 60 or the connecting pieces 25 ', the end portion of the tunnel T, between the face of size F and the ring 3, which has just been laid down, of the tube 4, can be treated to, if necessary, stabilize the walls of this part of the tunnel and thus allow to contract the shield 20 or 20 'safely; such a treatment can, for example, be carried out by applying mortar or, more generally, by implementing an "umbrella" for consolidating the aforementioned part of the tunnel T.

权利要求:
Claims (10)
[1" id="c-fr-0001]
1. -Tunnelier (1; 101), comprising: -a cutting head (10; 110) which is adapted, when the tunnel boring machine (1; 101) is in use, to cut down the land in which the tunneling machine is advancing to dig a tunnel (T), and - a shield (20; 20 '), which, when the tunneling machine is in use, is arranged behind the cutting head and which defines an envelope (E20) inside which the shield embeds at the same time: - a laying device (40) for laying segments (2) so that they form a ring (3) for consolidation of the tunnel (T), arranged in the forward extension of a ring previously laid, and - an advancement device (50) for advancing the tunneling machine by pressing on the front edge of the ring (3) recently laid, characterized in that the shield (20; 20 ') comprises a frame (21) and a peripheral contractable portion (22), which contractable portion defines the envelope (E20) of the shield and is mounted on the frame movably to pass the shield between: - a service configuration, in which the envelope (E20) of the shield is sized to surround the upper surface (3A) of the rings (3), and - a configuration recoil, in which the envelope of the shield is sized to be surrounded by the intrados (3B) of the rings (3).
[2" id="c-fr-0002]
2. -Tunnelier according to claim 1, characterized in that the frame (21) defines a shield axis (Z20) on which the envelope (E20) of the shield (20; 20 ') is substantially centered, and in that the contractable portion (22) is displaced relative to the frame substantially radially to the shield axis (Z20) as the shield passes between its service configuration and its recoil configuration.
[3" id="c-fr-0003]
3. -Tunnelier according to one of claims 1 or 2, characterized in that the laying device (40) is embedded substantially, or exclusively on the frame (21), and in that the advancement device (50) is shipped mainly or exclusively on the contractable part (22).
[4" id="c-fr-0004]
4. Tunneling machine according to any one of the preceding claims, characterized in that the contractable part includes several petals (22) which: - are distributed around the frame (21), - jointly define the envelope (E20) of the shield ( 20, 20 '), and - are mounted on the frame movably between: - an extended position, which the petals occupy when the shield is in the service configuration and in which the petals are separated from each other by providing respective free spaces (β) between two petals succeeding each other around the frame, and - a contracted position, that the petals occupy when the shield is in the recoil configuration and in which the petals are substantially contiguous.
[5" id="c-fr-0005]
5. -Tunnelier according to claim 4, characterized in that the or petals (22.1) which are located in the lower portion of the shield (20; 20 ') are movable independently of the other petals (22.2).
[6" id="c-fr-0006]
6. -Tunnelier according to one of claims 4 or 5, characterized in that the TBM (1) further comprises a tubular wall (60), which is adapted to run around the shield (20), to which are joined all the petals (22) in the deployed position covering the free spaces (β), and from which the petals are disengaged to move from their deployed position to their contracted position.
[7" id="c-fr-0007]
7. -Tunnelier according to one of claims 4 or 5, characterized in that the tunneling machine (101) further comprises separate mechanical joint parts (25 '), which are secured to the petals (22) in the deployed position of that each connecting piece connects two petals in the deployed position which follow one another around the frame (21), covering the corresponding free space (β), and which are at least partially cleared of the petals to move the latter from their deployed position towards their contracted position.
[8" id="c-fr-0008]
8. Tunneling machine according to any one of the preceding claims, characterized in that the cutting head (10) comprises a plate (11), which is rotatable about a head axis (Z10) relative to the shield (20). ; 20 '), and felling tools (12) which are carried by the plate and which, when the plate is rotated about the head axis, are adapted to break down the ground in which the tunnel boring machine is advancing to dig the tunnel (T), in that the plate (11) includes both a main body (13), whose outer periphery (PI 3) is substantially centered on the head axis (Z10), and a retractable portion (16), which is adapted to carry at least one (12.2) of the felling tools (12) and which is mounted on the main body movably between: - an extended position, wherein the retractable portion (16) s extends, with a non-zero extent (Δ16), projecting from the outer periphery (PI3) of the main body (13) and the or at least one of the felling tools (12.2) carried by the retractable portion is further away from the head axis (Z10) than the outer periphery of the main body, and a retracted position, wherein the extent (Δ16) of the retractable part (16), projecting from the outer periphery (PI 3) of the main body (13), is substantially zero so that the main body and the retractable part in the retracted position are sized to be surrounded by the intrados (3B) of the rings (3).
[9" id="c-fr-0009]
9. Tunneling machine according to any one of claims 1 to 7, characterized in that the cutting head (110) consists of pieces (111.1, 111.2), which, when the tunneling machine (101) is in use, are assembled fixed to each other and which are designed to be disassembled from each other, each piece being dimensioned to be introduced, independently of the other pieces, into the rings (3).
[10" id="c-fr-0010]
10. -Tunneler according to any one of the preceding claims, characterized in that the shield (20; 20 ') further comprises a drive device (23) for driving the contractable portion (22) relative to the frame (21). ) when passing the shield between its service configuration and its recoil configuration.

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同族专利:

公开号 | 公开日

EP3241985A1|2017-11-08|

FR3050757B1|2018-08-24|

引用文献:

公开号 | 申请日 | 公开日 | 申请人 | 专利标题

DE3114899A1|1981-04-13|1982-10-28|Bade & Theelen Gmbh, 3160 Lehrte|Tunnel-driving machine and method of using this machine|

US5890771A|1996-12-11|1999-04-06|Cass; David T.|Tunnel boring machine and method|

JP2002309888A|2001-04-16|2002-10-23|Komatsu Ltd|Semi-shield machine|

WO2003010416A1|2001-07-23|2003-02-06|Taisei Corporation|Shield tunneling method and shield tunneling machine|

CN104747200A|2015-03-18|2015-07-01|中铁工程装备集团有限公司|Pipe segment diameter adjustable hard rock tunneling machine adopting double-layer supporting mode and construction method thereof|

CN205189879U|2015-11-11|2016-04-27|河南奥斯派克科技有限公司|It constructs tank to become size distortion attitude shield|

CN108756909B|2018-05-04|2019-11-12|中国电建集团铁路建设有限公司|A kind of construction method of small space shield machine dismantling|

CN108678760A|2018-05-07|2018-10-19|华能西藏雅鲁藏布江水电开发投资有限公司|A kind of construction method of rock tunnel machine and rock tunnel machine|

FR3081909A1|2018-05-29|2019-12-06|Nfm Technologies|TUNNELIER, AS WELL AS METHOD FOR DIGGING A SECOND TUNNEL FROM A FIRST TUNNEL USING SUCH A TUNNELIER|

法律状态:
2017-04-20| PLFP| Fee payment|Year of fee payment: 2 |

2017-11-03| PLSC| Search report ready|Effective date: 20171103 |

2018-02-28| PLFP| Fee payment|Year of fee payment: 3 |

2018-10-12| GC| Lien (pledge) constituted|Effective date: 20180907 |

2020-02-14| ST| Notification of lapse|Effective date: 20200108 |

2020-11-30| PLFP| Fee payment|Year of fee payment: 5 |

2020-12-11| TP| Transmission of property|Owner name: TUNNELING EQUIPMENT SAS, FR Effective date: 20201029 |

2020-12-11| CA| Change of address|Effective date: 20201029 |

2020-12-11| CD| Change of name or company name|Owner name: TUNNELING EQUIPMENT SAS, FR Effective date: 20201029 |

2021-02-19| RN| Application for restoration|Effective date: 20210114 |

2021-04-09| FC| Favourable decision of inpi director general on an application for restauration.|Effective date: 20210304 |

2021-04-29| PLFP| Fee payment|Year of fee payment: 6 |

优先权:

申请号 | 申请日 | 专利标题

FR1653959A|FR3050757B1|2016-05-02|2016-05-02|TBM|

FR1653959|2016-05-02|FR1653959A| FR3050757B1|2016-05-02|2016-05-02|TBM|

EP17168666.0A| EP3241985A1|2016-05-02|2017-04-28|Tunnel boring machine|

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