EP1010856A1 - Tunnel boring machine - Google Patents

Tunnel boring machine Download PDF

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Publication number
EP1010856A1
EP1010856A1 EP99402966A EP99402966A EP1010856A1 EP 1010856 A1 EP1010856 A1 EP 1010856A1 EP 99402966 A EP99402966 A EP 99402966A EP 99402966 A EP99402966 A EP 99402966A EP 1010856 A1 EP1010856 A1 EP 1010856A1
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EP
European Patent Office
Prior art keywords
shield
cutting head
digging machine
cylinder
machine according
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP99402966A
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German (de)
French (fr)
Inventor
François Pradier
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NFM Technologies SAS
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NFM Technologies SAS
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Filing date
Publication date
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Publication of EP1010856A1 publication Critical patent/EP1010856A1/en
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    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/0621Shield advancing devices
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/08Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield
    • E21D9/0875Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield with a movable support arm carrying cutting tools for attacking the front face, e.g. a bucket
    • E21D9/0879Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield with a movable support arm carrying cutting tools for attacking the front face, e.g. a bucket the shield being provided with devices for lining the tunnel, e.g. shuttering
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/093Control of the driving shield, e.g. of the hydraulic advancing cylinders

Definitions

  • the present invention relates to a machine digging a tunnel called a tunnel boring machine, which has a large mobile structure called a shield having a substantially circular section whose diameter corresponds to the diameter of the tunnel for which the digging.
  • the shield is formed by an envelope cylindrical in two parts, a first part called rear bumper and a second part called bumper front connected to said rear bumper by a system floating joints to allow relative movements low amplitudes.
  • the front bumper carries a cutting head which comes into contact with the working face to achieve the cutting of the formation crossed by the tunnel and which present in the general form of a circular tray of same diameter as the shield.
  • the cutting head is equipped with a set of tools constituted for example by wheels or tools planers or other, depending on the nature of the terrain crossed.
  • the felling of the ground is obtained by rotation of the cutting head and simultaneously by a push of this cutting head against the cutting face.
  • the cutting tools are subject to wear so that is necessary to replace them after a while of use or after a certain length of digging.
  • This tool replacement operation requires in many cases move the cutting head back a few centimeters to a few decimeters depending on the type of tools and depending on the type of attachment of these tools to the cutting head.
  • the front shield which carries the cutting head is equipped with stabilizers and possibly auxiliary fasteners on the wall of the excavated hole and which allow to block this front shield.
  • the rear bumper is also equipped with organs lateral hooks which rest on the walls from the excavated hole and securely block this front bumper.
  • the rear bumper is connected to the front bumper by double-acting hydraulic cylinders which, in combination with the hooking members, allow movement step-by-step shields and the whole TBM as well that the recoil of the front bumper and the cutting head for change tools.
  • the cutting head and means for driving the latter in rotation are mounted on an axial translation device relative to the shield.
  • This device consists of one or more slides and is operated by hydraulic cylinders double effect.
  • This translational movement of the cutting head is used to clear this cutting head from the front of pruning before replacing worn tools.
  • front bumper is connected to the rear bumper by a set of articulation jacks, he is also known to back off the shield front and cutting head, use these cylinders.
  • the shield rear must be fitted with lateral hooks on the walls of the tunnel.
  • the invention aims to avoid these drawbacks.
  • the invention therefore relates to a machine for tunneling, of the type comprising a formed shield by a rear shield and by a front shield, connected to each other by a set of floating joints, said front shield carrying a cutting head formed by a circular plate driven in rotation and fitted with tools work, characterized in that it comprises at least one jack arranged parallel to the longitudinal axis of the machine digging and comprising a fixed part integral with said digging machine and a movable movable part in translation between a retracted position and a position active in contact with the working face to move back said front shield and said cutting head, regardless of rear bumper.
  • a digging machine 1 called a tunnel boring machine, which typically consists of an envelope generally cylindrical in two independent parts, a first part 2 called rear bumper and a second part 3 called front shield.
  • Front bumper 3 carries a designated cutting head as a whole by the reference 4, and which comes in contact with the face of size A to carry out the cutting of the formation crossed by the tunnel and which presents itself in the general form of a circular plate 5 likewise diameter than the rear shield 2 and that the front shield 3.
  • the cutting head 4 is rotated by at least one motor 6 at a determined speed which is a function the nature of the land to be dug.
  • the plate 5 of the cutting head 4 carries, on its front, working tools 7, such as for example slaughter tools and / or crushing wheels.
  • the front bumper 3 also has a partition 8 vertical and fixed, arranged behind the cutting head 4 and providing therewith a kneading chamber 9.
  • the rear shield 2 and the front shield 3 are connected to each other by a set of 10 joints floating which allows angular movements and of translation of this front shield 3 relative to said shield rear 2.
  • the digging machine 1 also includes means 12 for axially moving the assembly formed by the rear shield 2, the front shield 3 and the head cutting 4, a device 13 for installing segments 14 inside of the tunnel and a screw conveyor 15 intended for the evacuation of the material torn off and mixed with an additional product in the mixing chamber 9.
  • the screw conveyor 15 is formed by a sheath 15a in which is arranged an endless screw 15b driven in rotation and whose free end opens to the lower part of the mixing chamber 9 for evacuation material torn off.
  • the segments 14 made up of plates precast concrete or cast iron curves are intended for consolidate the internal wall of the tunnel dug by the machine digging 1.
  • the means 12 for axially moving the shield rear 2 as well as front shield 3 and head cutting 4 are formed by a ring of cylinders 12a integral of the front shield 3 and which come to bear against the segment of the segments 14 placed inside the tunnel of so as to exert the necessary thrust on the front shield 3 excavation of the land crossed.
  • Variations in the direction of the cutting head 4 are obtained by thrust differences between the different cylinders 12a.
  • the digging machine 1 comprises at least one cylinder designated by the general reference 20 to reverse the front shield 3 and cutting head 4 a few centimeters a few decimetres to allow replacement tools 7 worn out after a certain operating time or after a certain length of advance of the tunnel.
  • the digging machine 1 is equipped with two jacks 20 extending parallel to each other and arranged parallel to the longitudinal axis of said machine digging 1.
  • each cylinder 20 comprises a fixed part 21 integral with the front shield 3 and more particularly fixed on the internal wall 8 of this front shield 3.
  • Each cylinder 20 also includes a part mobile 22 which is movable in translation parallel to the longitudinal axis of the digging machine 1.
  • the end free 22a of the movable part 22 of the jack 20 comprises a shoe 23 mounted oscillating on said end 22a.
  • the jacks 20 are hydraulic jacks or tires and are supplied with pressurized fluid by a pipe, not shown.
  • each cylinder 20 is displaceable between a retracted position, as shown in Fig. 3, and an active position, as shown in Fig. 4, in which the mobile part 22 crosses the plate 5 of the cutting head 4.
  • the retreat of the assembly constituted by the shield front 3 and the cutting head 4 is produced in the following manner.
  • the thrust cylinders 12 are closed to avoid any uncontrolled recoil of the digging machine 1.
  • the plate 5 of the cutting head 4 is placed in the desired position to allow passage of the mobile part 22 of each jack 20.
  • the cylinders 20 are actuated in such a way that the pads 23 come to bear on the cutting face A with a force controlled and maintained to allow the recoil of the front shield 3 and of the cutting head 4 to the position desired.
  • the articulation cylinders 11 are put on the tarp and the rear shield 2 is propped up against the segments 14 placed on the wall of the tunnel by example by cylinders 12.
  • Maintaining the rear bumper 2 during recoil of the cutting head 4 and the front shield 3 can also be achieved by means of a supply device articulation cylinders 11 which controls the reentry of these jacks simultaneously with the backward movement of the shield front 3 and cutting head 4 with controlled effort to avoid moving the rear bumper 2.
  • the digging machine 1 comprises at minus one cylinder designated as a whole by the reference 30 and which is integrated directly into the cutting head 4 for move back the front shield 3 and this cutting head 4.
  • the jack 30 comprises a part fixed 31 secured to the cutting head 4 and a movable part 32 movable in translation parallel to the longitudinal axis of the digging machine 1 between a retracted position, as shown in Fig. 6 and an active position, as shown in Fig. 7, in which the front face of this movable part 32 is supported on the front of size A to move back the front shield 3 and said head section 4.
  • the fixed part 31 of the cylinder 30 consists of an external jacket 31a fixed on the cutting head 4 and a central guide 31b concentric with said outer jacket 31a and sparing with this a free space in which the part moves mobile 32.
  • the central guide 31b is formed by a rod of diameter smaller than the internal diameter of the moving part 32 and which has at its front end a head 31c of diameter substantially equal to the internal diameter of said mobile part 32.
  • the head 31c delimits in the internal space, two chambers 33a and 33b which are each connected to a supply line 34a and 34b respectively pressure fluid delivery.
  • pressurized fluid is admitted into the chamber 33a through the pipe 34a.
  • the pressurized fluid is admitted into the chamber 33b via line 34b causing the backflow of the fluid contained in chamber 33a via line 34a.
  • the means of retreating from the assembly formed by the front shield 3 and the cutting head 4 of the machine 1 according to the invention are particularly simple to implement and avoid any installation of organs additional rear bumper locks 2.
  • recoil means can be adapted to all types of digging machine.

Abstract

The tunnelling machine, consisting of rear and front (3) shields connected by floating joints, and a front shield cutting face (4) in the form of a circular plate (5) with cutters (7). The machine has at least one power cylinder (20) set parallel to its lengthwise axis and comprising a fixed section (21) on the machine and a moving section (22) which can be moved between a retracted position and an active position in which it makes contact with the working rock face and allows the front shield and cutting face to be retracted independently of the rear shield.

Description

La présente invention a pour objet une machine de creusement d'un tunnel appelée tunnelier, qui comporte une structure mobile de grandes dimensions et nommée bouclier ayant une section sensiblement circulaire dont le diamètre correspond au diamètre du tunnel dont on réalise le creusement.The present invention relates to a machine digging a tunnel called a tunnel boring machine, which has a large mobile structure called a shield having a substantially circular section whose diameter corresponds to the diameter of the tunnel for which the digging.

Généralement, le bouclier est formé par une enveloppe cylindrique en deux parties, une première partie appelée bouclier arrière et une seconde partie appelée bouclier avant relié audit bouclier arrière par un système d'articulations flottantes pour autoriser des mouvements relatifs de faibles amplitudes.Generally, the shield is formed by an envelope cylindrical in two parts, a first part called rear bumper and a second part called bumper front connected to said rear bumper by a system floating joints to allow relative movements low amplitudes.

Le bouclier avant porte une tête de coupe qui vient en contact avec le front de taille pour réaliser le découpage de la formation traversée par le tunnel et qui se présente sous la forme générale d'un plateau circulaire de même diamètre que le bouclier.The front bumper carries a cutting head which comes into contact with the working face to achieve the cutting of the formation crossed by the tunnel and which present in the general form of a circular tray of same diameter as the shield.

La tête de coupe est équipée d'un ensemble d'outils constitué par exemple par des molettes ou des outils rabots ou autres, en fonction de la nature du terrain traversé.The cutting head is equipped with a set of tools constituted for example by wheels or tools planers or other, depending on the nature of the terrain crossed.

L'abattage du terrain est obtenu par la rotation de la tête de coupe et simultanément par une poussée de cette tête de coupe contre le front de taille.The felling of the ground is obtained by rotation of the cutting head and simultaneously by a push of this cutting head against the cutting face.

Pendant l'avancement de la machine de creusement, les outils de coupe subissent une usure de sorte qu'il est nécessaire de les remplacer après un certain temps d'utilisation ou après une certaine longueur de creusement.During the advancement of the digging machine, the cutting tools are subject to wear so that is necessary to replace them after a while of use or after a certain length of digging.

Cette opération de remplacement des outils nécessite dans de nombreux cas de reculer la tête de coupe de quelques centimètres à quelques décimètres selon le type d'outils et selon le type de fixation de ces outils sur la tête de coupe.This tool replacement operation requires in many cases move the cutting head back a few centimeters to a few decimeters depending on the type of tools and depending on the type of attachment of these tools to the cutting head.

A cet effet, on connaít plusieurs sortes de machines de creusement de tunnel qui comportent des moyens de recul de la tête de coupe. For this purpose, we know several kinds of machines tunnel excavation which include means for receding of the cutting head.

Dans certain cas, le bouclier avant qui porte la tête de coupe est équipé de stabilisateurs et éventuellement d'organes d'accrochage auxiliaires sur la paroi du trou excavé et qui permettent de bloquer ce bouclier avant.In some cases, the front shield which carries the cutting head is equipped with stabilizers and possibly auxiliary fasteners on the wall of the excavated hole and which allow to block this front shield.

Le bouclier arrière est également équipé d'organes d'accrochage latéraux qui prennent appui sur les parois du trou excavé et bloquent solidement ce bouclier avant.The rear bumper is also equipped with organs lateral hooks which rest on the walls from the excavated hole and securely block this front bumper.

Le bouclier arrière est relié au bouclier avant par des vérins hydrauliques double effet qui, en combinaison avec les organes d'accrochage, permettent les déplacements pas à pas des boucliers et de l'ensemble du tunnelier ainsi que le recul du bouclier avant et de la tête de coupe pour changer les outils.The rear bumper is connected to the front bumper by double-acting hydraulic cylinders which, in combination with the hooking members, allow movement step-by-step shields and the whole TBM as well that the recoil of the front bumper and the cutting head for change tools.

Dans d'autres cas, la tête de coupe et les moyens d'entraínement en rotation de celle-ci sont montés sur un dispositif de translation axiale par rapport au bouclier.In other cases, the cutting head and means for driving the latter in rotation are mounted on an axial translation device relative to the shield.

Ce dispositif est constitué d'une ou de plusieurs glissières et est actionné par des vérins hydrauliques double effet.This device consists of one or more slides and is operated by hydraulic cylinders double effect.

Ce mouvement de translation de la tête de coupe est utilisé pour dégager cette tête de coupe du front de taille avant l'opération de remplacement des outils usés.This translational movement of the cutting head is used to clear this cutting head from the front of pruning before replacing worn tools.

Dans le cas où le bouclier avant est relié au bouclier arrière par un ensemble de vérins d'articulation, il est également connu pour effectuer le recul du bouclier avant et de la tête de coupe, d'utiliser ces vérins.In case the front bumper is connected to the rear bumper by a set of articulation jacks, he is also known to back off the shield front and cutting head, use these cylinders.

Mais, pour réaliser cette opération, le bouclier arrière doit être équipé d'organes d'accrochage latéraux sur les parois du tunnel.But, to carry out this operation, the shield rear must be fitted with lateral hooks on the walls of the tunnel.

L'installation de tels organes d'accrochage sur le bouclier arrière présente des inconvénients techniques et économiques importants.The installation of such attachment devices on the rear bumper has technical drawbacks and important economic.

En effet, l'installation de tels organes d'accrochage sur le bouclier arrière nécessite l'allongement de celui-ci et surtout entraíne les positions défavorables des fixations des vérins de poussée sur le bouclier avant qui peuvent nuire à des fonctions essentielles, comme par exemple l'orientation du bouclier avant et de la tête de coupe lors du creusement du tunnel.Indeed, the installation of such fastening members on the rear bumper requires lengthening of this and above all causes the unfavorable positions of thrust cylinder attachments on the front bumper which can interfere with essential functions, such as the orientation of the front bumper and the cutting head when digging the tunnel.

L'invention a pour but d'éviter ces inconvénients.The invention aims to avoid these drawbacks.

L'invention a donc pour objet une machine de creusement d'un tunnel, du type comprenant un bouclier formé par un bouclier arrière et par un bouclier avant, reliés l'un à l'autre par un ensemble d'articulations flottantes, ledit bouclier avant portant une tête de coupe formée par un plateau circulaire entraíné en rotation et muni d'outils de travail, caractérisée en ce qu'elle comporte au moins un vérin disposé parallèlement à l'axe longitudinal de la machine de creusement et comprenant une partie fixe solidaire de ladite machine de creusement et une partie mobile déplaçable en translation entre une position escamotée et une position active en contact avec le front de taille pour reculer ledit bouclier avant et ladite tête de coupe, indépendamment du bouclier arrière.The invention therefore relates to a machine for tunneling, of the type comprising a formed shield by a rear shield and by a front shield, connected to each other by a set of floating joints, said front shield carrying a cutting head formed by a circular plate driven in rotation and fitted with tools work, characterized in that it comprises at least one jack arranged parallel to the longitudinal axis of the machine digging and comprising a fixed part integral with said digging machine and a movable movable part in translation between a retracted position and a position active in contact with the working face to move back said front shield and said cutting head, regardless of rear bumper.

Selon d'autres caractéristiques de l'invention :

  • la machine de creusement comporte deux vérins s'étendant parallèlement l'un par rapport à l'autre et à l'axe longitudinal de ladite machine de creusement pour reculer le bouclier avant et la tête de coupe,
  • la partie fixe dudit vérin est solidaire du bouclier avant,
  • la partie mobile dudit vérin traverse, en position active, le plateau circulaire de la tête de coupe,
  • l'extrémité libre de la partie mobile dudit vérin comporte un patin d'appui sur le front de taille, monté oscillant sur ladite extrémité,
  • la partie fixe dudit vérin est solidaire de la tête de coupe,
  • la partie fixe dudit vérin est formée par une chemise externe et un guide central concentrique à ladite chemise externe et ménageant avec celle-ci un espace libre dans lequel se déplace la partie mobile de ce vérin.
According to other characteristics of the invention:
  • the digging machine comprises two jacks extending parallel to each other and to the longitudinal axis of said digging machine for drawing back the front shield and the cutting head,
  • the fixed part of said cylinder is integral with the front shield,
  • the movable part of said cylinder crosses, in the active position, the circular plate of the cutting head,
  • the free end of the movable part of said jack comprises a support pad on the cutting face, mounted oscillating on said end,
  • the fixed part of said cylinder is integral with the cutting head,
  • the fixed part of said jack is formed by an outer jacket and a central guide concentric with said outer jacket and providing with the latter a free space in which the mobile part of this jack moves.

D'autres caractéristiques et avantages de l'invention apparaítront au cours de la description qui va suivre, donnée uniquement à titre d'exemple et faite en référence aux dessins annexés, sur lesquels :

  • la Fig. 1 est une vue schématique en coupe axiale d'un premier mode de réalisation d'une machine de creusement conforme à l'invention,
  • la Fig. 2 est une vue de face en élévation de la tête de coupe de la machine de creusement,
  • la Fig. 3 est une vue en coupe selon la ligne 3-3 de la Fig. 2 montrant le bouclier avant et la tête de coupe en position de creusement du tunnel,
  • la Fig. 4 est une vue identique à la Fig. 3 montrant le bouclier avant et la tête de coupe en position de recul par rapport au front de taille,
  • la Fig. 5 est une vue schématique en coupe axiale d'un second mode de réalisation d'une machine de creusement conforme à l'invention
  • les Figs. 6 et 7 sont des vues schématiques en coupe axiale montrant les deux portions d'un vérin de déplacement de la tête de coupe du second mode de réalisation de la machine de creusement conforme à l'invention.
Other characteristics and advantages of the invention will become apparent during the description which follows, given solely by way of example and made with reference to the appended drawings, in which:
  • Fig. 1 is a schematic view in axial section of a first embodiment of a digging machine according to the invention,
  • Fig. 2 is a front elevation view of the cutting head of the digging machine,
  • Fig. 3 is a sectional view along line 3-3 of FIG. 2 showing the front shield and the cutting head in the tunnel digging position,
  • Fig. 4 is a view identical to FIG. 3 showing the front shield and the cutting head in the retracted position relative to the cutting face,
  • Fig. 5 is a schematic view in axial section of a second embodiment of a digging machine according to the invention
  • Figs. 6 and 7 are schematic views in axial section showing the two portions of a cylinder for moving the cutting head of the second embodiment of the digging machine according to the invention.

Sur la Fig. 1, on a représenté schématiquement une machine de creusement 1, appelé tunnelier, et qui se compose, de manière classique, d'une enveloppe généralement cylindrique en deux parties indépendantes, une première partie 2 appelée bouclier arrière et une seconde partie 3 appelée bouclier avant.In Fig. 1, there is shown schematically a digging machine 1, called a tunnel boring machine, which typically consists of an envelope generally cylindrical in two independent parts, a first part 2 called rear bumper and a second part 3 called front shield.

Le bouclier avant 3 porte une tête de coupe désignée dans son ensemble par la référence 4, et qui vient en contact avec le front de taille A pour réaliser le découpage de la formation traversée par le tunnel et qui se présente sous la forme générale d'un plateau circulaire 5 de même diamètre que le bouclier arrière 2 et que le bouclier avant 3. Front bumper 3 carries a designated cutting head as a whole by the reference 4, and which comes in contact with the face of size A to carry out the cutting of the formation crossed by the tunnel and which presents itself in the general form of a circular plate 5 likewise diameter than the rear shield 2 and that the front shield 3.

La tête de coupe 4 est entraínée en rotation par au moins un moteur 6 à une vitesse déterminée qui est fonction de la nature du terrain à creuser.The cutting head 4 is rotated by at least one motor 6 at a determined speed which is a function the nature of the land to be dug.

Le plateau 5 de la tête de coupe 4 porte, sur sa face avant, des outils de travail 7, comme par exemple des outils d'abattage et/ou des molettes de concassage.The plate 5 of the cutting head 4 carries, on its front, working tools 7, such as for example slaughter tools and / or crushing wheels.

Le bouclier avant 3 comporte également une cloison 8 verticale et fixe, disposée derrière la tête de coupe 4 et ménageant avec celle-ci une chambre de malaxage 9.The front bumper 3 also has a partition 8 vertical and fixed, arranged behind the cutting head 4 and providing therewith a kneading chamber 9.

Le bouclier arrière 2 et le bouclier avant 3 sont reliés l'un à l'autre par un ensemble 10 d'articulations flottantes qui autorise les mouvements angulaires et de translation de ce bouclier avant 3 par rapport audit bouclier arrière 2.The rear shield 2 and the front shield 3 are connected to each other by a set of 10 joints floating which allows angular movements and of translation of this front shield 3 relative to said shield rear 2.

Ces articulations flottantes sont constituées par des vérins hydrauliques 11 dits vérins d'articulation qui assurent également la traction du bouclier arrière 2 par le bouclier avant 3.These floating joints are made up by hydraulic cylinders 11 called articulation cylinders which also pull the rear bumper 2 by the front shield 3.

La machine de creusement 1 comporte aussi des moyens 12 de déplacement axialement de l'ensemble constitué par le bouclier arrière 2, le bouclier avant 3 et la tête de coupe 4, un dispositif 13 de pose de voussoirs 14 à l'intérieur du tunnel et un transporteur à vis 15 destiné à l'évacuation du matériau arraché et mélangé à un produit additionnel dans la chambre de malaxage 9.The digging machine 1 also includes means 12 for axially moving the assembly formed by the rear shield 2, the front shield 3 and the head cutting 4, a device 13 for installing segments 14 inside of the tunnel and a screw conveyor 15 intended for the evacuation of the material torn off and mixed with an additional product in the mixing chamber 9.

Le transporteur à vis 15 est formé par un fourreau 15a dans lequel est disposée une vis sans fin 15b entraínée en rotation et dont l'extrémité libre débouche à la partie inférieure de la chambre de malaxage 9 pour l'évacuation du matériau arraché.The screw conveyor 15 is formed by a sheath 15a in which is arranged an endless screw 15b driven in rotation and whose free end opens to the lower part of the mixing chamber 9 for evacuation material torn off.

Les voussoirs 14 constitués par des plaques courbes en béton préfabriqué ou en fonte sont destinés à consolider la paroi interne du tunnel creusé par la machine de creusement 1.The segments 14 made up of plates precast concrete or cast iron curves are intended for consolidate the internal wall of the tunnel dug by the machine digging 1.

Les moyens 12 de déplacement axialement du bouclier arrière 2 ainsi que du bouclier avant 3 et de la tête de coupe 4 sont formés par une couronne de vérins 12a solidaires du bouclier avant 3 et qui viennent en appui contre la tranche des voussoirs 14 posés à l'intérieur du tunnel de façon à exercer sur le bouclier avant 3 la poussée nécessaire à l'excavation des terrains traversés.The means 12 for axially moving the shield rear 2 as well as front shield 3 and head cutting 4 are formed by a ring of cylinders 12a integral of the front shield 3 and which come to bear against the segment of the segments 14 placed inside the tunnel of so as to exert the necessary thrust on the front shield 3 excavation of the land crossed.

Les variations de direction de la tête de coupe 4 sont obtenues par des écarts de poussée entre les différents vérins 12a.Variations in the direction of the cutting head 4 are obtained by thrust differences between the different cylinders 12a.

La machine de creusement 1 comporte au moins un vérin désigné par la référence générale 20 pour reculer le bouclier avant 3 et la tête de coupe 4 de quelques centimètres à quelques décimètres afin de permettre le remplacement des outils 7 usés après un certain temps de fonctionnement ou après une certaine longueur d'avancement du tunnel.The digging machine 1 comprises at least one cylinder designated by the general reference 20 to reverse the front shield 3 and cutting head 4 a few centimeters a few decimetres to allow replacement tools 7 worn out after a certain operating time or after a certain length of advance of the tunnel.

Comme on le voit plus particulièrement à la Fig. 2, la machine de creusement 1 est équipée de deux vérins 20 s'étendant parallèlement l'un par rapport à l'autre et disposés parallèlement à l'axe longitudinal de ladite machine de creusement 1.As seen more particularly in FIG. 2, the digging machine 1 is equipped with two jacks 20 extending parallel to each other and arranged parallel to the longitudinal axis of said machine digging 1.

Selon un premier mode de réalisation représenté aux Figs. 1 à 4, chaque vérin 20 comprend une partie fixe 21 solidaire du bouclier avant 3 et plus particulièrement fixée sur la paroi interne 8 de ce bouclier avant 3.According to a first embodiment shown in Figs. 1 to 4, each cylinder 20 comprises a fixed part 21 integral with the front shield 3 and more particularly fixed on the internal wall 8 of this front shield 3.

Chaque vérin 20 comprend également une partie mobile 22 qui est déplaçable en translation parallèlement à l'axe longitudinal de la machine de creusement 1. L'extrémité libre 22a de la partie mobile 22 du vérin 20 comporte un patin 23 monté oscillant sur ladite extrémité 22a.Each cylinder 20 also includes a part mobile 22 which is movable in translation parallel to the longitudinal axis of the digging machine 1. The end free 22a of the movable part 22 of the jack 20 comprises a shoe 23 mounted oscillating on said end 22a.

Les vérins 20 sont des vérins hydrauliques ou pneumatiques et sont alimentés en fluide sous pression par une canalisation, non représentée.The jacks 20 are hydraulic jacks or tires and are supplied with pressurized fluid by a pipe, not shown.

La partie mobile 22 de chaque vérin 20 est déplaçable entre une position escamotée, comme représentée à la Fig. 3, et une position active, comme représentée à la Fig. 4, dans laquelle la partie mobile 22 traverse le plateau 5 de la tête de coupe 4.The mobile part 22 of each cylinder 20 is displaceable between a retracted position, as shown in Fig. 3, and an active position, as shown in Fig. 4, in which the mobile part 22 crosses the plate 5 of the cutting head 4.

Dans cette position, le patin oscillant 23 vient en appui sur le front de taille A pour reculer le bouclier avant 3 et la tête de coupe 4, indépendamment du bouclier arrière 2.In this position, the oscillating pad 23 comes resting on the size A front to move the shield back front 3 and the cutting head 4, independently of the shield rear 2.

Le montage oscillant du patin 23 sur la partie mobile 22 du vérin 20 correspondant permet à ce patin 23 de s'appliquer correctement sur le front de taille A malgré les irrégularités de celui-ci.The oscillating mounting of the shoe 23 on the part mobile 22 of the corresponding jack 20 allows this shoe 23 to apply correctly on the size A face despite the irregularities of it.

Le recul de l'ensemble constitué par le bouclier avant 3 et la tête de coupe 4 est réalisé de la façon suivant.The retreat of the assembly constituted by the shield front 3 and the cutting head 4 is produced in the following manner.

Tout d'abord, les vérins de poussée 12 sont fermés pour éviter tout recul incontrôlé de la machine de creusement 1.First, the thrust cylinders 12 are closed to avoid any uncontrolled recoil of the digging machine 1.

Ensuite, le plateau 5 de la tête de coupe 4 est placé dans la position désirée afin de permettre le passage de la partie mobile 22 de chaque vérin 20.Then, the plate 5 of the cutting head 4 is placed in the desired position to allow passage of the mobile part 22 of each jack 20.

Les vérins 20 sont actionnés de telle manière que les patins 23 viennent en appui sur le front de taille A avec une force contrôlée et maintenue pour permettre le recul du bouclier avant 3 et de la tête de coupe 4 à la position souhaitée.The cylinders 20 are actuated in such a way that the pads 23 come to bear on the cutting face A with a force controlled and maintained to allow the recoil of the front shield 3 and of the cutting head 4 to the position desired.

Lorsque cette position est obtenue, les vérins 20 sont arrêtés.When this position is obtained, the cylinders 20 are arrested.

Pour éviter ou limiter le risque d'un recul intempestif du bouclier arrière 2, les vérins d'articulation 11 sont mis à la bâche et le bouclier arrière 2 est calé contre les voussoirs 14 posés sur la paroi du tunnel par exemple par les vérins 12.To avoid or limit the risk of inadvertent recoil of the rear bumper 2, the articulation cylinders 11 are put on the tarp and the rear shield 2 is propped up against the segments 14 placed on the wall of the tunnel by example by cylinders 12.

Le maintien en position du bouclier arrière 2 pendant le recul de la tête de coupe 4 et du bouclier avant 3 peut être aussi réalisé au moyen d'un dispositif d'alimentation des vérins d'articulation 11 qui commande la rentrée de ces vérins simultanément au mouvement de recul du bouclier avant 3 et de la tête de coupe 4 avec un effort contrôlé pour éviter le déplacement du bouclier arrière 2.Maintaining the rear bumper 2 during recoil of the cutting head 4 and the front shield 3 can also be achieved by means of a supply device articulation cylinders 11 which controls the reentry of these jacks simultaneously with the backward movement of the shield front 3 and cutting head 4 with controlled effort to avoid moving the rear bumper 2.

Selon un second mode de réalisation représenté aux Figs. 5 à 7, la machine de creusement 1 comporte au moins un vérin désigné dans son ensemble par la référence 30 et qui est intégré directement dans la tête de coupe 4 pour reculer le bouclier avant 3 et cette tête de coupe 4.According to a second embodiment shown in Figs. 5 to 7, the digging machine 1 comprises at minus one cylinder designated as a whole by the reference 30 and which is integrated directly into the cutting head 4 for move back the front shield 3 and this cutting head 4.

A cet effet, le vérin 30 comprend une partie fixe 31 solidaire de la tête de coupe 4 et une partie mobile 32 déplaçable en translation parallèlement à l'axe longitudinal de la machine de creusement 1 entre une position escamotée, comme représentée à la Fig. 6 et une position active, comme représentée à la Fig. 7, dans laquelle la face avant de cette partie mobile 32 est en appui sur le front de taille A pour reculer le bouclier avant 3 et ladite tête de coupe 4.For this purpose, the jack 30 comprises a part fixed 31 secured to the cutting head 4 and a movable part 32 movable in translation parallel to the longitudinal axis of the digging machine 1 between a retracted position, as shown in Fig. 6 and an active position, as shown in Fig. 7, in which the front face of this movable part 32 is supported on the front of size A to move back the front shield 3 and said head section 4.

Ainsi, que représenté sur les Figs. 6 et 7, la partie fixe 31 du vérin 30 se compose d'une chemise externe 31a fixée sur la tête de coupe 4 et d'un guide central 31b concentrique à ladite chemise externe 31a et ménageant avec celle-ci un espace libre dans lequel se déplace la partie mobile 32.Thus, as shown in Figs. 6 and 7, the fixed part 31 of the cylinder 30 consists of an external jacket 31a fixed on the cutting head 4 and a central guide 31b concentric with said outer jacket 31a and sparing with this a free space in which the part moves mobile 32.

Le guide central 31b est formé par une tige de diamètre inférieur au diamètre interne de la partie mobile 32 et qui comporte à son extrémité avant une tête 31c de diamètre sensiblement égal au diamètre interne de ladite partie mobile 32. La tête 31c délimite dans l'espace interne, deux chambres 33a et 33b qui sont chacune reliées à une conduite, respectivement 34a et 34b, d'alimentation et de refoulement du fluide sous pression.The central guide 31b is formed by a rod of diameter smaller than the internal diameter of the moving part 32 and which has at its front end a head 31c of diameter substantially equal to the internal diameter of said mobile part 32. The head 31c delimits in the internal space, two chambers 33a and 33b which are each connected to a supply line 34a and 34b respectively pressure fluid delivery.

Pour déplacer la partie mobile 32 vers le front de taille A afin de reculer le bouclier avant 3 et la tête de coupe 4, le fluide sous pression est admis dans la chambre 33a par la conduite 34a.To move the moving part 32 towards the front of size A in order to move back the front shield 3 and the head section 4, pressurized fluid is admitted into the chamber 33a through the pipe 34a.

Pour ramener la partie mobile 32 dans sa position escamotée, le fluide sous pression est admis dans la chambre 33b par la conduite 34b provoquant le refoulement du fluide contenu dans la chambre 33a par la conduite 34a.To return the mobile part 32 to its position retracted, the pressurized fluid is admitted into the chamber 33b via line 34b causing the backflow of the fluid contained in chamber 33a via line 34a.

Les moyens de recul de l'ensemble formé par le bouclier avant 3 et la tête de coupe 4 de la machine de creusement 1 selon l'invention sont particulièrement simples à mettre en oeuvre et évitent toute installation d'organes complémentaires de blocage du bouclier arrière 2.The means of retreating from the assembly formed by the front shield 3 and the cutting head 4 of the machine 1 according to the invention are particularly simple to implement and avoid any installation of organs additional rear bumper locks 2.

Ces moyens de recul peuvent être adaptés sur tous les types de machine de creusement.These recoil means can be adapted to all types of digging machine.

Claims (7)

Machine de creusement d'un tunnel, du type comprenant un bouclier formé par un bouclier arrière (2) et par un bouclier avant (3) reliés l'un à l'autre par un ensemble d'articulations flottantes (10, 11), ledit bouclier avant (3) portant une tête de coupe (4) formée par un plateau circulaire (5) entraíné en rotation et muni d'outils de travail (7), caractérisée en ce qu'elle comporte au moins un vérin (20 ; 30) disposé parallèlement à l'axe longitudinal de la machine de creusement (1) et comprenant une partie fixe (21 ; 31) solidaire de ladite machine de creusement (1) et une partie mobile (22 ; 32) déplaçable en translation entre une position escamotée et une position active en contact avec le front de taille pour reculer ledit bouclier avant (3) et ladite tête de coupe (4), indépendamment du bouclier arrière (2).Tunneling machine, of the type comprising a shield formed by a rear shield (2) and by a front shield (3) connected to each other by an assembly floating joints (10, 11), said shield front (3) carrying a cutting head (4) formed by a plate circular (5) driven in rotation and provided with work (7), characterized in that it comprises at least one cylinder (20; 30) arranged parallel to the longitudinal axis of the digging machine (1) and comprising a part fixed (21; 31) integral with said digging machine (1) and a mobile part (22; 32) movable in translation between a retracted position and an active position in contact with the front face to move said front shield back (3) and said cutting head (4), independently of the shield rear (2). Machine de creusement selon la revendication 1, caractérisée en ce qu'elle comporte deux vérins (20 ; 30) s'étendant parallèlement l'un par rapport à l'autre et à l'axe longitudinal de la machine de creusement (1) pour reculer ledit bouclier avant (3) et ladite tête de coupe (4).Digging machine according to claim 1, characterized in that it comprises two jacks (20; 30) extending parallel to each other and to the longitudinal axis of the digging machine (1) for reversing said front shield (3) and said cutting head (4). Machine de creusement selon la revendication 1 ou 2, caractérisée en ce que la partie fixe (21) dudit vérin (20) est solidaire du bouclier avant (3).Digging machine according to claim 1 or 2, characterized in that the fixed part (21) of said cylinder (20) is integral with the front shield (3). Machine de creusement selon l'une quelconque des revendications précédentes, caractérisée en ce qu'en position active, la partie mobile (22) dudit vérin (20) traverse le plateau circulaire (5) de la tête de coupe (4).Digging machine according to any one of the preceding claims, characterized in that in position active, the movable part (22) of said cylinder (20) passes through the circular plate (5) of the cutting head (4). Machine de creusement selon l'une quelconque des revendications précédentes, caractérisée en ce que l'extrémité libre (22a) de la partie mobile (22) dudit vérin (20) comporte un patin (23) d'appui sur le front de taille, monté oscillant sur ladite extrémité (22a).Digging machine according to any one of the preceding claims, characterized in that the end free (22a) of the movable part (22) of said cylinder (20) comprises a shoe (23) for supporting the waist face, mounted oscillating on said end (22a). Machine de creusement selon la revendication 1 ou 2, caractérisée en ce que la partie fixe (31) dudit vérin (30) est solidaire de la tête de coupe (4). Digging machine according to claim 1 or 2, characterized in that the fixed part (31) of said cylinder (30) is integral with the cutting head (4). Machine de creusement selon la revendication 6, caractérisée en ce que la partie fixe (31) dudit vérin (30) est formée par une chemise externe (31a) et un guide central (31b) concentrique à ladite chemise externe (31a) et ménageant avec celle-ci un espace libre dans lequel se déplace la partie mobile (32) de ce vérin (30).Digging machine according to claim 6, characterized in that the fixed part (31) of said cylinder (30) is formed by an outer jacket (31a) and a guide central (31b) concentric with said outer jacket (31a) and creating with it a free space in which to move the movable part (32) of this jack (30).
EP99402966A 1998-12-18 1999-11-29 Tunnel boring machine Withdrawn EP1010856A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9816051A FR2787506B1 (en) 1998-12-18 1998-12-18 TUNNEL EXCAVATION MACHINE
FR9816051 1998-12-18

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EP1010856A1 true EP1010856A1 (en) 2000-06-21

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104775824A (en) * 2015-04-30 2015-07-15 中铁工程装备集团有限公司 Slurry shield main engine for upper-soft lower-hard ground

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2076169A5 (en) * 1970-01-05 1971-10-15 Pk
FR2315575A1 (en) * 1975-06-25 1977-01-21 Pailleron Stephane Tunnelling machine earth retaining equipment - has adjustable valves between reservoir and rams on shield compressing and holding earth of working faces
FR2497268A1 (en) * 1980-12-30 1982-07-02 Iseki Kaihatsu Koki Hydraulic shield for tunnel boring - is thrust forward at pressure above that of ground with rotating cutting head
US4655493A (en) * 1985-01-29 1987-04-07 Kabushiki Kaisha Iseki Kaihatsu Koki Shield tunneling machine
JPH08312293A (en) * 1995-05-12 1996-11-26 Toda Constr Co Ltd Shield excavator

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2076169A5 (en) * 1970-01-05 1971-10-15 Pk
FR2315575A1 (en) * 1975-06-25 1977-01-21 Pailleron Stephane Tunnelling machine earth retaining equipment - has adjustable valves between reservoir and rams on shield compressing and holding earth of working faces
FR2497268A1 (en) * 1980-12-30 1982-07-02 Iseki Kaihatsu Koki Hydraulic shield for tunnel boring - is thrust forward at pressure above that of ground with rotating cutting head
US4655493A (en) * 1985-01-29 1987-04-07 Kabushiki Kaisha Iseki Kaihatsu Koki Shield tunneling machine
JPH08312293A (en) * 1995-05-12 1996-11-26 Toda Constr Co Ltd Shield excavator

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* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 097, no. 003 31 March 1997 (1997-03-31) *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104775824A (en) * 2015-04-30 2015-07-15 中铁工程装备集团有限公司 Slurry shield main engine for upper-soft lower-hard ground
CN104775824B (en) * 2015-04-30 2017-01-04 中铁工程装备集团有限公司 A kind of slurry shield main frame that can be used for upper-soft lower-hard ground

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FR2787506A1 (en) 2000-06-23

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