EP1298283B1 - Tunnel boring machine - Google Patents

Tunnel boring machine Download PDF

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Publication number
EP1298283B1
EP1298283B1 EP01123452A EP01123452A EP1298283B1 EP 1298283 B1 EP1298283 B1 EP 1298283B1 EP 01123452 A EP01123452 A EP 01123452A EP 01123452 A EP01123452 A EP 01123452A EP 1298283 B1 EP1298283 B1 EP 1298283B1
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EP
European Patent Office
Prior art keywords
machine frame
rails
tunnel
side rails
arches
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.)
Expired - Lifetime
Application number
EP01123452A
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German (de)
French (fr)
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EP1298283A1 (en
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.)
GTA MASCHINENSYSTEME GmbH
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GTA MASCHINENSYSTEME GmbH
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Application filed by GTA MASCHINENSYSTEME GmbH filed Critical GTA MASCHINENSYSTEME GmbH
Priority to DE50103243T priority Critical patent/DE50103243D1/en
Priority to AT01123452T priority patent/ATE273443T1/en
Priority to EP01123452A priority patent/EP1298283B1/en
Priority to ES01123452T priority patent/ES2227036T3/en
Publication of EP1298283A1 publication Critical patent/EP1298283A1/en
Application granted granted Critical
Publication of EP1298283B1 publication Critical patent/EP1298283B1/en
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK 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
    • E21D9/10Making by using boring or cutting machines
    • E21D9/1093Devices for supporting, advancing or orientating the machine or the tool-carrier
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/10Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/102Removable shuttering; Bearing or supporting devices therefor
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/40Devices or apparatus specially adapted for handling or placing units of linings or supporting units for tunnels or galleries
    • E21D11/403Devices or apparatus specially adapted for handling or placing units of linings or supporting units for tunnels or galleries combined with the head machine
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK 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
    • E21D9/0642Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield having means for additional processing at the front end
    • E21D9/065Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield having means for additional processing at the front end with devices for provisionally supporting the front face
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK 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
    • E21D9/12Devices for removing or hauling away excavated material or spoil; Working or loading platforms

Definitions

  • the invention relates to a device for supporting the propulsion and expansion work in tunnel construction, especially in underground construction, consisting of an in the second level above the extraction and loading machine on rails in the longitudinal direction movably arranged auxiliary devices in the form of a work platform, a drilling system and / or a spray manipulator.
  • the invention is based on the object of a device for propulsion Above all to create in tunnel construction with the drilling systems, spray manipulators and working platforms and other auxiliary devices on the second level, d. H. so can be safely used above tunneling machines.
  • the machine frame arranged in the ridge area offers the auxiliary devices mentioned the possibility to act above the extraction and loading machine, without hindering or being hindered by the latter.
  • the machine frame as such is elevated; H. it has a steel structure on the right and left for elevation, which ends in long runners below, which as such Allow moving on the tunnel sole.
  • the elevation is designed so that it can be adapted to the respective tunnel cross-sections. The same will be explained later. It is advantageous that the entire unit is made up of Machine frame and elevation by means of appropriate pulling devices through which Loading and extraction machine or by an excavator in the longitudinal direction can be moved.
  • the entire facility does not depend on the condition of the tunnel ridges, but rather it represents a separate unit that can be moved at a distance below the tunnel ridge is. It does not need the tunnel ridges or the tunnel joints for support because as already mentioned, represents a separate unit. Due to the assignment of the rail to a correspondingly stable machine frame and the targeted guidance of the carriage the slide can also absorb all the necessary forces, even if, for example, the drilling system with long cantilever arm in Use is. The same is due to the special design of the sliding carriage always with their carriages and the stable design of the machine frame ensured.
  • the Machine frame has cross members connected via the guide rails, on which the stabilized guard rails releasably attached, preferably arranged in pairs.
  • the machine frame is supported by the crossbeams, which can also be attached serve the elevation, and formed the stabilized guardrails, so that appropriate loads and forces can be absorbed. Because of the detachable Fastening provides the option of installing additional guardrails if required or replace the guardrails with other trained ones if this turns out to be should prove necessary.
  • the respective auxiliary devices for example the drilling system, are switched on move the guardrails back and forth in the machine frame to get into the work or to reach the rest position.
  • the machine frame with the guide rails preferably one of the auxiliary devices in the folded Has state-taking length.
  • the machine frame usually protrudes about the front and rear elevation, especially in the front To be able to bring the area as close as possible to the joint. But is always given the appropriate length of several meters, too to be able to safely use correspondingly protruding auxiliary devices.
  • the necessary stability for the raised machine frame is given if according to the invention the machine frame preferably over two at a distance mutually arranged pairs of expansion arches is raised, on the sole-side End with runners and at the end on the ridge side with crossbeams supporting the guide rails are connected.
  • Double expansion arches give the overall machine frame the necessary Stability without too much effort. Should out of any Heavy auxiliary devices are used for reasons that persist the possibility of a corresponding pair of expansion sheets or a single expansion sheet also to be provided between the pairs of expansion arches arranged at the ends.
  • the expansion sheet can be assembled from segments that are flanged together are and together formed an arc adapted to the cross-section of the route are.
  • the corresponding shape of the segments makes it possible adapt to usual tunnel cross-sections in such a way that within the extension arch as much space as possible remains for the extraction and loading machine, for example.
  • the guide rails have a box profile, in the bottom of which is formed a longitudinal section through which the supporting part of the sliding carriage passes through and the support axis of the running carriage guided in the box profile receives.
  • the carriage as such runs on the corresponding flange of the box profile, whereby it is also guided on the upper flange, so that it is overall the loads on the cantilever drilling arm and the working platform are also safe can take over, especially since several carriages are arranged one behind the other in the longitudinal direction are.
  • it can also absorb inclined forces because it is within the Box profile is guided and arranged accordingly.
  • box profiles are indeed known in principle, but have not yet been used in tunnel construction. Corresponding but they have adapted considerable advantages for the use described here and give the possibility to safely absorb even high loads and the forces safely transferred to.
  • a particularly useful training of the box profile is that in which Box profile of the guardrails is formed by two U-profile rails, the longitudinal slot default with the flange tips facing each other with a rectangular rail and the rectangular rail are connected to surrounding brackets.
  • This U-shaped rails are vertical with their webs, so that the flanges on which yes roll the wheels of the carriages, stand accordingly horizontally, in such a way that the longitudinal slot for gripping the supporting part remains in the middle between them.
  • the Brackets or the rectangular rail give the whole the necessary stability, the U-profiles either welded to the rectangular rail or the brackets or screwed on.
  • the rectangular rail is a hollow profile that is used for Taking over the forces is particularly suitable.
  • the invention provides for ease of conversion or even upgrading before that the brackets with the respective cross member and / or with each other Acquiring transverse forces connected, preferably releasably connected. Usually these parts are screwed together, just like those of the elevation serving extension sheet. The brackets for their part are also with the cross member screwed together or attached to the side of the elevation, so that the To give the whole optimal security and stability.
  • the auxiliary devices have sliding carriages, the carriages of which can be moved in the guide rails are.
  • the forces involved, especially when drilling and also when working It is planned to be able to take over safely on the cantilevered working platform that the auxiliary devices each have a sliding carriage with two in the parallel Have guide rails guided carriages. This means that in everyone the sliding rails carry two sliding carriages at a distance, on which in turn the auxiliary device is attached. This allows the occurring Forces are optimally absorbed and introduced into the system.
  • the machine frame as such has the optimal length mentioned above to pick up and secure the respective auxiliary devices in the idle state to be able to. Now it turns out that for some reason an extension of the machine frame is necessary, an elevation system with a machine frame could to be added in between. However, it is more optimal if the machine frame, preferably in the area of the guide rails as well as the runners in The longitudinal direction of the line is extendable, preferably telescopic. Due to the circumstances, it will be sufficient for the guardrails to be telescopic are just like the skids, while interposing a cross member in all Rule is not required. However, the extension should be so large that then the connection between the guardrails is required, also screwing on of such a cross member possible.
  • auxiliary devices used in the form of tanks, reserve containers u. ⁇ . needed, which then the cantilever End of the machine frame. With such training is too then the necessary stability and stability for the raised machine frame given when the auxiliary devices are correspondingly cantilevered in use are. But if there are difficulties or uncertainties, so the invention provides that the machine frame opposite the jacking lying cantilevered end a counterweight and / or pressable against the tunnel ridge Support beams are assigned.
  • the support beams are made using a cylinder or several cylinders are guided against the roof in order to lay down there and with it prevent the cantilevered end of the machine frame from moving out of the horizontal Position moved out.
  • the elevation, i. H. the pairs of expansion arches, of the machine frame are designed so that they correspond to the cross-section of the line adjust as closely as possible. This is mainly due to the segment by segment Formation of the arc-shaped stand ensured. This results in the interior an optimal use of space, which is still improved can that one or both arcuate uprights of the pairs of support arches are releasably assigned for EMS rails. This gives you the opportunity to bring material to these laterally suspended EMS rails or else to store any things or rather to store them temporarily, if necessary available immediately. Because the EMS rails are relatively close to the extension arch run, also put objects and materials attached or temporarily stored thereon no hindrance to the extraction and loading machine.
  • the invention is particularly characterized in that a device is created, which is optimally used in tunnel construction and there in turn in underground construction can be used to open up the second level for tunneling.
  • a device is created, which is optimally used in tunnel construction and there in turn in underground construction can be used to open up the second level for tunneling.
  • the extraction and loading machine can with the help of the device according to the invention
  • Auxiliary devices of practically every kind temporarily stored and positioned or for use be brought without mutual hindrance of the two levels occurs. For safety reasons, this work can usually not be done at the same time be carried out, but in such a way that intermediate set-up times are completely eliminated because practically only the boom needs to be driven to either position to win or load or to drill and pour the concrete.
  • the facility is characterized in that it is without any burden the tunnel ridge or the tunnel joints can be used also in the form that it is moved in the longitudinal direction.
  • a self-propelled or self-moving device is also conceivable.
  • the work can also be done with the aid of the device according to the invention better coordinated in tunneling and the work as a whole also made easier and safer, so that tunneling is also economical can be handled more optimally.
  • the drilling system 7 is active, which remote-controlled the route 5 in the longitudinal direction 6 extended or produces the necessary holes.
  • the drilling system 7 consists of a drill arm 8 and the drill carriage 9 with the drill 10, wherein this drilling system 7 is assigned to a sliding carriage 25.
  • This drilling system 7 is one of the auxiliary devices 11, which in the second level by means of the Machine frame 17 can be used.
  • FIG. 2 shows a further auxiliary device 11, here in the form of a work platform 12 with spray manipulator 13.
  • a work platform 12 with spray manipulator 13 instead of the small working platform 12 shown here, you can longer and more extensive work platforms 12 can also be used if, for example Steel expansion should be used instead of the concrete shell 15.
  • the auxiliary device 11, in FIG. 1 the drilling system 7, can be above the machine frame 17 assigned rails 16 moved back and forth in the longitudinal direction 6 1 to the working position according to FIG. 1 or the rest position according to FIG. 3 to be spent.
  • Fig. 3 there is the boom 14 with the extraction parts in use, with the help of which the necessary cross-section is produced and that Recovery is recovered.
  • the machine frame 17 consists of several parallel guide rails 18, 19 and arranged at a distance Cross members 20, 21.
  • the formation of the guide rails 18, 19 is further below still received. They are stabilized so that they and the cross beams 20, 21 can produce a stable machine frame 17.
  • This machine frame 17 is raised, with the help of expansion sheet 31, which are at a distance from each other are arranged and leave a projecting end 22 and a projecting end 23.
  • the cantilevered end 23 takes as close as possible to the face 30 Counterweights, for example in the form of cable drums, liquid containers or the like. on, which are not shown here, or a support bracket 24 ensures that the cantilevered end 23 if necessary and if necessary against the concrete shell 15 or can support the tunnel ridges 4.
  • the respective auxiliary device 11 can be moved via a sliding carriage 25 arranged on the rails 16 and the guide rails 18, 19, the sliding carriage 25 for each guardrail 18, 19 a front carriage 26, 27 and a rear Carriage 28, 29 has. This is the initiation of all occurring forces in the machine frame 17 and thus ensured in the overall system without the There is a risk that the stability of the overall system is impaired.
  • each machine frame 17 for elevation two pairs of expansion bends 32, 33 are used.
  • These pairs of expansion arches 32, 33 are each connected to a runner 35 at the sole-side end 34, while the ridge-side end 36, as will be explained later, with the machine frame 17 is connected.
  • Individual extension arch 31 of the extension arch pairs 32, 33 are connected to each other by bolts 37, which are distributed over the height are two such bolts 37 on each side.
  • FIG. 4 shows that these individual extension arches 31 or the pairs of extension arches 32, 33 are composed of several segments 38, 39, so as to have an arcuate shape Stand 40 result.
  • the arcuate stand 40 made up of the segments 38, 39 are formed, adapt as far as possible to the cross-section of the route, so that a relatively large central area remains through which the extraction and loading machine 2 can be moved as required.
  • These arc-shaped stands 40 can be provided with support claws 41, on which EMS rails 42 can then be hung. On these EMS rails 42 can move loads in the direction of the face 30 or else components and Materials are temporarily stored if this proves necessary. As in FIG. 4 clarifies, there is enough space for the extraction and loading machine 2 not to interfere.
  • FIG. 4 and also FIG. 5 illustrate that the machine frame 17 is designed in this way can be that simultaneously and parallel to each other different auxiliary devices 11 arranged and can also be moved in the longitudinal direction 6.
  • a drilling system 7, 8 via a sliding carriage 25 in the guide rails 19, 18 movably arranged, while on the left side an auxiliary device 11 in Form of a work platform 12 is shown in the park position.
  • the working platform 12 is provided with a sliding carriage 25 which is connected to carriages 26, 27, 28, 29, which are arranged one behind the other in the longitudinal direction 6 to achieve the necessary and optimal stability and stability.
  • the carriages 26, 27, 28, 29 each have two wheels 49, 50 which a support shaft 48 are connected to each other.
  • This support axis 48 is one Carrying part 47 includes the connection to the actual through the longitudinal slot 46 Sliding carriage 25 produces.
  • the actual guardrail, 18, 19 is a box profile 44 formed, the bottom 45 has the longitudinal slot 46 through which the Carrying part 47 passes through.
  • U-profile rails 52, 53 serve as a box profile here 44 two U-profile rails 52, 53, with the flange tips 54, 55 against each other are arranged directed. They are positioned so that they also have the longitudinal slot Specify 46 through which the support member 47 extends and the connection between sliding carriage 25 and carriage 26, 27, 28, 29.
  • the individual U profile rails 52, 53 are at the top with a rectangular rail 56 or a corresponding one box-shaped hollow profile connected and otherwise enclosed by a bracket 57, so that an optimal setting of the box profile 44 is possible.
  • the bracket 57 is an I-profile, so it is possible to use the retaining screws 58 these components and thus at the same time the guide rails 18, 19 with the cross members 20, 21 to connect and also with each other, for which an intermediate piece 59 is used.

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  • Mining & Mineral Resources (AREA)
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Abstract

Device for supporting advancing and completion work in tunnel construction, especially in underground railway construction, comprises an auxiliary device (11) in the form of a working platform, a drilling system (7) and/or a spray manipulator movably arranged on rails (16) in a second plane above an extraction and loading machine (2). A machine frame (17) holding the rails is provided in the roof region (4). The machine frame is portal-shaped and moves in the longitudinal direction (6) of the tunnel. The rails are designed as side rails (18, 19) for holding the sliding carriage (25) supporting the trucks of the auxiliary device and for guiding the trucks. <??>Preferred Features: The machine frame has transverse supports (20, 21) connected via the side rails and on which the stabilized side rails are removably fixed, preferably in pairs.

Description

Die Erfindung betrifft eine Einrichtung für die Unterstützung der Vortriebs- und Ausbauarbeiten im Tunnelbau, insbesondere im U-Bahnbau, bestehend aus einer in der zweiten Ebene oberhalb der Gewinnungs- und Lademaschine an Schienen in Strekkenlängsrichtung verfahrbar angeordneten Hilfsvorrichtungen in Form einer Arbeitsbühne, eines Bohrsystems und/oder eines Spritzmanipulators.The invention relates to a device for supporting the propulsion and expansion work in tunnel construction, especially in underground construction, consisting of an in the second level above the extraction and loading machine on rails in the longitudinal direction movably arranged auxiliary devices in the form of a work platform, a drilling system and / or a spray manipulator.

Derartige Einrichtungen für die Unterstützung der Vortriebs- und Ausbauarbeiten sind aus dem untertägigen Steinkohlenbergbau und dort im Streckenvortrieb grundsätzlich bekannt. Diese Einrichtungen werden an einer mit dem Streckenausbau verbundenen Einschienenhängebahnschiene oder auch an zwei dieser Schienen aufgehängt in Streckenlängsrichtung hin- und hergefahren (DE 34 45 062 A1). Aufgrund der Stabilität dieses Ausbaus und der Verspannung gegen das Gebirge sowie der entsprechenden Abstände können die notwendigen Kräfte sicher übertragen werden. Im Tunnelbau, und dort insbesondere im U-Bahnbau besteht in aller Regel nicht die Möglichkeit, derartige Hilfsvorrichtungen, wie Arbeitsbühnen, Bohrsysteme und Spritzmanipulatoren in der zweiten Ebene einzusetzen, weil die tragenden Deckgebirgsschichten hier nicht vorhanden sind. Das Mitführen von Ausbaubögen, an denen die Schienen aufgehängt werden können, ist zwar praktisch möglich, ergibt aber vom finanziellen Aufwand her keinen Sinn, da diese Bögen in der statischen Berechnung der Tragfähigkeit der Strecke keine Rolle spielen. Aus diesen Gründen haben sich diese vorteilhaft in der zweiten Ebene über der Gewinnungs- und Lademaschine arbeitenden Hilfsvorrichtungen im Tunnelbau und insbesondere im U-Bahnbau nicht durchsetzen können. Aus der EP-A-0 037 807 ist es bekannt, die Hilfsvorrichtung auf die Gewinnungs- und Lademaschine aufzubauen und über diese in Streckenlängsrichtung zu verfahren. Es ist somit nur ein Koppelbetrieb möglich.Such facilities to support the excavation and expansion work are fundamentally from underground coal mining and there in the tunneling known. These facilities will be connected to the route expansion at one Monorail overhead rail or suspended on two of these rails in Drive the longitudinal direction back and forth (DE 34 45 062 A1). Because of the stability this expansion and tension against the mountains and the corresponding The necessary forces can be safely transmitted at distances. In tunnel construction, and there is usually no possibility of such, especially in underground construction Auxiliary devices such as work platforms, drilling systems and spray manipulators in the second level because the load-bearing layers of the overburden are not available here are. Carrying expansion arches on which the rails are suspended can, is practically possible, but does not result in financial expense Sense, since these arches in the static calculation of the load-bearing capacity of the route none Role-play. For these reasons, these have been advantageous on the second level auxiliary devices working in tunnel construction above the extraction and loading machine and especially not in underground construction. From EP-A-0 037 807 it is known to build the auxiliary device on the extraction and loading machine and to travel over it in the longitudinal direction. It is therefore only a coupled operation possible.

Der Erfindung liegt nun die Aufgabe zu Grunde, eine Einrichtung für den Vortrieb vor allem im Tunnelbau zu schaffen, mit der Bohrsysteme, Spritzmanipulatoren und Arbeitsbühnen sowie sonstige Hilfsvorrichtungen in der zweiten Ebene, d. h. also oberhalb von Vortriebsmaschinen sicher eingesetzt werden können.The invention is based on the object of a device for propulsion Above all to create in tunnel construction with the drilling systems, spray manipulators and working platforms and other auxiliary devices on the second level, d. H. so can be safely used above tunneling machines.

Die Aufgabe wird gemäß der Erfindung durch die Merkmale des kennzeichnenden Teils des Anspruches 1 gelöst.The object is achieved according to the invention by the features of the characterizing Part of claim 1 solved.

Der im Firstbereich angeordnete Maschinenrahmen bietet den genannten Hilfsvorrichtungen die Möglichkeit, oberhalb der Gewinnungs- und Lademaschine zu agieren, ohne Letztere zu behindern oder durch diese behindert zu werden. Der Maschinenrahmen als solcher ist aufgeständert, d. h. er verfügt rechts und links über eine Stahlkonstruktion zur Aufständerung, die unten in langen Kufen endet, die als solche ein Verschieben auf der Tunnelsohle ermöglichen. Die Aufständerung ist dabei so ausgebildet, dass sie den jeweiligen Tunnelquerschnitten angepasst werden kann. Entsprechendes wird weiter hinten noch erläutert. Vorteilhaft ist, dass die gesamte Einheit aus Maschinenrahmen und Aufständerung durch entsprechende Zugeinrichtungen, durch die Lade- und Gewinnungsmaschine oder auch durch einen Bagger in Streckenlängsrichtung bewegt werden kann. Natürlich besteht auch die Möglichkeit, in die Kufen ein Schreitwerk oder Raupen zu integrieren, um so der gesamten Einrichtung die Möglichkeit zu geben, sich von sich aus in Streckenlängsrichtung zu bewegen. Vorteilhafterweise ist dabei die gesamte Einrichtung nicht vom Zustand der Tunnelfirste abhängig, sondern sie stellt eine eigene Einheit dar, die im Abstand unterhalb der Tunnelfirste verfahrbar ist. Sie benötigt weder die Tunnelfirste noch die Tunnelstöße zur Abstützung, weil sie, wie schon erwähnt, eine eigene Einheit darstellt. Aufgrund der Zuordnung der Schiene zu einem entsprechend stabilen Maschinenrahmen und der gezielten Führung der Laufwagen des Schiebeschlittens können auch alle notwendigen Kräfte aufgenommen werden, selbst wenn beispielsweise das Bohrsystem mit lang vorkragendem Bohrarm im Einsatz ist. Entsprechendes ist aufgrund der besonderen Ausbildung der Schiebeschlitten mit ihren Laufwagen und der stabilen Ausbildung des Maschinenrahmens immer sichergestellt.The machine frame arranged in the ridge area offers the auxiliary devices mentioned the possibility to act above the extraction and loading machine, without hindering or being hindered by the latter. The machine frame as such is elevated; H. it has a steel structure on the right and left for elevation, which ends in long runners below, which as such Allow moving on the tunnel sole. The elevation is designed so that it can be adapted to the respective tunnel cross-sections. The same will be explained later. It is advantageous that the entire unit is made up of Machine frame and elevation by means of appropriate pulling devices through which Loading and extraction machine or by an excavator in the longitudinal direction can be moved. Of course there is also the possibility of walking in the runners or caterpillars to give the entire facility the opportunity give themselves to move in the longitudinal direction. It is advantageous the entire facility does not depend on the condition of the tunnel ridges, but rather it represents a separate unit that can be moved at a distance below the tunnel ridge is. It does not need the tunnel ridges or the tunnel joints for support because as already mentioned, represents a separate unit. Due to the assignment of the rail to a correspondingly stable machine frame and the targeted guidance of the carriage the slide can also absorb all the necessary forces, even if, for example, the drilling system with long cantilever arm in Use is. The same is due to the special design of the sliding carriage always with their carriages and the stable design of the machine frame ensured.

Nach einer zweckmäßigen Ausbildung der Erfindung ist vorgesehen, dass der Maschinenrahmen über die Leitschienen verbundene Querträger aufweist, an denen die stabilisierten Leitschienen lösbar befestigt, vorzugsweise paarweise angeordnet sind. Der Maschinenrahmen wird von den Querträgern, die gleichzeitig auch zum Anschlagen der Aufständerung dienen, und den stabilisierten Leitschienen gebildet, sodass die entsprechenden Lasten und Kräfte aufgenommen werden können. Durch die lösbare Befestigung ist die Möglichkeit gegeben, bei Bedarf weitere Leitschienen zu montieren oder aber die Leitschienen gegen anders ausgebildete auszutauschen, wenn dies sich als notwendig erweisen sollte.After an expedient embodiment of the invention it is provided that the Machine frame has cross members connected via the guide rails, on which the stabilized guard rails releasably attached, preferably arranged in pairs. The machine frame is supported by the crossbeams, which can also be attached serve the elevation, and formed the stabilized guardrails, so that appropriate loads and forces can be absorbed. Because of the detachable Fastening provides the option of installing additional guardrails if required or replace the guardrails with other trained ones if this turns out to be should prove necessary.

Die jeweiligen Hilfsvorrichtungen, beispielsweise also das Bohrsystem, wird an den Leitschienen im Maschinenrahmen hin und her verfahren, um in die Arbeits- oder die Ruheposition zu gelangen. Um eine sichere Zwischenlagerung dieser Hilfsvorrichtungen sicherzustellen und gleichzeitig eine Beeinträchtigung des Wirkungsgrades der Lade- und Gewinnungsmaschine zu verhindern, ist vorgesehen, dass der Maschinenrahmen mit den Leitschienen vorzugsweise eine die Hilfsvorrichtungen im eingeklappten Zustand aufnehmende Länge aufweist. In der Regel ragt der Maschinenrahmen über die vordere und hintere Aufständerung vor, um so vor allem im vorderen Bereich möglichst dicht an den Stoß herangebracht werden zu können. Immer ist aber durch die entsprechende Länge von mehreren Metern die Möglichkeit gegeben, auch entsprechend weit vorkragende Hilfsvorrichtungen sicher einsetzen zu können.The respective auxiliary devices, for example the drilling system, are switched on move the guardrails back and forth in the machine frame to get into the work or to reach the rest position. To ensure safe intermediate storage of these auxiliary devices ensure and at the same time impair the efficiency To prevent the loading and extraction machine, it is intended that the machine frame with the guide rails preferably one of the auxiliary devices in the folded Has state-taking length. The machine frame usually protrudes about the front and rear elevation, especially in the front To be able to bring the area as close as possible to the joint. But is always given the appropriate length of several meters, too to be able to safely use correspondingly protruding auxiliary devices.

Die notwendige Stabilität für den aufgeständerten Maschinenrahmen ist gegeben, wenn gemäß der Erfindung der Maschinenrahmen über vorzugsweise zwei im Abstand zueinander angeordnete Ausbaubogenpaare aufgeständert ist, die am sohlenseitigen Ende mit Kufen und am firstseitigen Ende mit die Leitschienen tragenden Querträgern verbunden sind. Die am vorderen und am hinteren Ende des Maschinenrahmens angeordneten Doppelausbaubögen geben dem Gesamtmaschinenrahmen die notwendige Stabilität, ohne dass zuviel Aufwand betrieben werden muss. Sollten aus irgendwelchen Gründen besonders schwere Hilfsvorrichtungen zum Einsatz kommen, besteht weiter die Möglichkeit, ein entsprechendes Ausbaubogenpaar oder auch einen einzelnen Ausbaubogen auch zwischen den endseitig angeordneten Ausbaubogenpaaren vorzusehen.The necessary stability for the raised machine frame is given if according to the invention the machine frame preferably over two at a distance mutually arranged pairs of expansion arches is raised, on the sole-side End with runners and at the end on the ridge side with crossbeams supporting the guide rails are connected. Arranged at the front and rear ends of the machine frame Double expansion arches give the overall machine frame the necessary Stability without too much effort. Should out of any Heavy auxiliary devices are used for reasons that persist the possibility of a corresponding pair of expansion sheets or a single expansion sheet also to be provided between the pairs of expansion arches arranged at the ends.

Zur Erhöhung der Standsicherheit der Ausbaubogenpaare ist vorgesehen, dass die Ausbaubogen eines Ausbaubogenpaares über Bolzen oder Streben, die über die Höhe verteilt angeordnet sind, miteinander verbunden sind. Um den Zwischenraum nicht unnötigerweise auszufüllen, wird zwischen den Ausbaubogenpaaren in der Regel auf solche Verbindungen in Form von Bolzen oder Streben verzichtet. Bei den üblichen Höhen reichen in aller Regel zwei bzw. drei Bolzen an jeder Seite des Maschinenrahmens.To increase the stability of the pairs of expansion arches, that the expansion arch of a pair of expansion arches over bolts or struts that over the Are distributed in height, are interconnected. To the space not to be filled in unnecessarily is usually between the pairs of expansion arches such connections in the form of bolts or struts are dispensed with. With the usual Heights usually range from two or three bolts on each side of the machine frame.

Einmal um sich an unterschiedliche Streckenquerschnitte anpassen zu können und zum anderen um eine möglichst hohe Stabilität zu gewährleisten ist vorgesehen, dass die Ausbaubogen aus Segmenten zusammensetzbar sind, die aneinandergeflanscht sind und zusammen einen dem Streckenquerschnitt angepassten Bogen ergebend ausgebildet sind. Durch die entsprechende Formgebung der Segmente ist es also möglich, sich üblichen Tunnelquerschnitten so anzupassen, dass innerhalb der Ausbaubogen möglichst viel Platz beispielsweise für die Gewinnungs- und Lademaschine verbleibt.Firstly, to be able to adapt to different cross-sections and on the other hand to ensure the highest possible stability, that the expansion sheet can be assembled from segments that are flanged together are and together formed an arc adapted to the cross-section of the route are. The corresponding shape of the segments makes it possible adapt to usual tunnel cross-sections in such a way that within the extension arch as much space as possible remains for the extraction and loading machine, for example.

Die über die Hilfsvorrichtungen selbst und deren Bewegung auftretenden Kräfte können vorteilhaft in die Leitschienen und damit in den Maschinenrahmen eingeleitet werden, weil gemäß der Erfindung die Leitschienen ein Kastenprofil aufweisen, in dessen Boden ein Längsschnitt ausgebildet ist, durch den das Tragteil des Schiebeschlittens hindurchreicht und die Tragachse des im Kastenprofil geführt laufenden Laufwagens aufnimmt. Der Laufwagen als solcher läuft also auf dem entsprechenden Flansch des Kastenprofils ab, wobei er auch am oberen Flansch geführt ist, sodass er insgesamt auch die Belastungen des vorkragenden Bohrarms und der Arbeitsbühne sicher übernehmen kann, zumal in Längsrichtung mehrere Laufwagen hintereinander angeordnet sind. Gleichzeitig kann er auch Schrägkräfte aufnehmen, weil er innerhalb des Kastenprofils entsprechend geführt und angeordnet ist. Solche Kastenprofile sind zwar vom Prinzip her bekannt, werden im Tunnelbau aber bisher nicht eingesetzt. Entsprechend angepasst haben sie aber für den hier beschriebenen Einsatz erhebliche Vorteile und geben die Möglichkeit, auch hohe Lasten sicher aufzunehmen und die Kräfte sicher zu übertragen.The forces occurring via the auxiliary devices themselves and their movement can advantageously be introduced into the guide rails and thus into the machine frame are, because according to the invention, the guide rails have a box profile, in the bottom of which is formed a longitudinal section through which the supporting part of the sliding carriage passes through and the support axis of the running carriage guided in the box profile receives. The carriage as such runs on the corresponding flange of the box profile, whereby it is also guided on the upper flange, so that it is overall the loads on the cantilever drilling arm and the working platform are also safe can take over, especially since several carriages are arranged one behind the other in the longitudinal direction are. At the same time, it can also absorb inclined forces because it is within the Box profile is guided and arranged accordingly. Such box profiles are indeed known in principle, but have not yet been used in tunnel construction. Corresponding but they have adapted considerable advantages for the use described here and give the possibility to safely absorb even high loads and the forces safely transferred to.

Eine besonders zweckmäßige Ausbildung des Kastenprofils ist die, bei der das Kastenprofil der Leitschienen von zwei U-Profilschienen gebildet ist, die den Längsschlitz vorgebend mit den Flanschspitzen aufeinander zuweisend mit einer Rechteckschiene und die Rechteckschiene miteinfassenden Halterungen verbunden sind. Diese U-Profilschienen stehen mit ihren Stegen senkrecht, sodass die Flansche, auf denen ja die Räder der Laufwagen abrollen, entsprechend waagerecht stehen, und zwar so, dass mittig zwischen ihnen der Längsschlitz zum Durchfassen des Tragteils verbleibt. Die Halterungen bzw. die Rechteckschiene geben dem Ganzen die notwendige Stabilität, wobei die U-Profile an der Rechteckschiene bzw. den Halterungen entweder angeschweißt oder angeschraubt sind. Die Rechteckschiene ist ein Hohlprofil, das zur Übernahme der Kräfte besonders geeignet ist.A particularly useful training of the box profile is that in which Box profile of the guardrails is formed by two U-profile rails, the longitudinal slot default with the flange tips facing each other with a rectangular rail and the rectangular rail are connected to surrounding brackets. This U-shaped rails are vertical with their webs, so that the flanges on which yes roll the wheels of the carriages, stand accordingly horizontally, in such a way that the longitudinal slot for gripping the supporting part remains in the middle between them. The Brackets or the rectangular rail give the whole the necessary stability, the U-profiles either welded to the rectangular rail or the brackets or screwed on. The rectangular rail is a hollow profile that is used for Taking over the forces is particularly suitable.

Zur Erleichterung eines Umbaus oder auch schon der Aufrüstung sieht die Erfindung vor, dass die Halterungen mit dem jeweiligen Querträger und/oder miteinander Querkräfte aufnehmend verbunden, vorzugsweise lösbar verbunden sind. In der Regel werden diese Teile miteinander verschraubt, ebenso wie ja auch die der Aufständerung dienenden Ausbaubogen. Die Halterungen ihrerseits sind mit dem Querträger aber auch miteinander verschraubt oder aber seitlich an der Aufständerung befestigt, um so dem Ganzen die optimale Sicherheit und Stabilität zu geben.The invention provides for ease of conversion or even upgrading before that the brackets with the respective cross member and / or with each other Acquiring transverse forces connected, preferably releasably connected. Usually these parts are screwed together, just like those of the elevation serving extension sheet. The brackets for their part are also with the cross member screwed together or attached to the side of the elevation, so that the To give the whole optimal security and stability.

Weiter vorne ist bereits darauf hingewiesen worden, dass die Hilfsvorrichtungen über Schiebeschlitten verfügen, deren Laufwagen in den Leitschienen geführt verfahrbar sind. Um die auftretenden Kräfte insbesondere beim Bohren und auch bei Arbeiten an der weit vorkragenden Arbeitsbühne sicher übernehmen zu können, ist vorgesehen, dass die Hilfsvorrichtungen jeweils einen Schiebeschlitten mit zwei in den parallel verlaufenden Leitschienen geführten Laufwagen aufweisen. Dies bedeutet, dass in jeder der Gleitschienen zwei im Abstand angeordnete Laufwagen den Schiebeschlitten tragen, an dem dann seinerseits die Hilfsvorrichtung angebracht ist. Dadurch können die auftretenden Kräfte optimal aufgenommen und in das System eingeleitet werden.Earlier it was pointed out that the auxiliary devices have sliding carriages, the carriages of which can be moved in the guide rails are. The forces involved, especially when drilling and also when working It is planned to be able to take over safely on the cantilevered working platform that the auxiliary devices each have a sliding carriage with two in the parallel Have guide rails guided carriages. This means that in everyone the sliding rails carry two sliding carriages at a distance, on which in turn the auxiliary device is attached. This allows the occurring Forces are optimally absorbed and introduced into the system.

Der Maschinenrahmen als solcher weist die weiter vorn erwähnte optimale Länge auf, um die jeweiligen Hilfsvorrichtungen im Ruhezustand aufnehmen und absichern zu können. Sollte sich nun herausstellen, dass aus irgendwelchen Gründen eine Verlängerung des Maschinenrahmens nötig ist, so könnte ein Aufständerungssystem mit Maschinenrahmen dazwischengefügt werden. Optimaler ist es allerdings, wenn der Maschinenrahmen, vorzugsweise im Bereich der Leitschienen ebenso wie die Kufen in Streckenlängsrichtung verlängerbar, vorzugsweise teleskopierbar ausgebildet ist. Aufgrund der Gegebenheiten wird es ausreichen, dass die Leitschienen teleskopiert werden ebenso wie die Kufen, während das Zwischenfügen eines Querträgers in aller Regel nicht erforderlich wird. Sollte allerdings die Verlängerung so groß sein, dass dann die Verbindung zwischen den Leitschienen erforderlich wird, ist auch das Anschrauben eines solchen Querträgers möglich.The machine frame as such has the optimal length mentioned above to pick up and secure the respective auxiliary devices in the idle state to be able to. Now it turns out that for some reason an extension of the machine frame is necessary, an elevation system with a machine frame could to be added in between. However, it is more optimal if the machine frame, preferably in the area of the guide rails as well as the runners in The longitudinal direction of the line is extendable, preferably telescopic. Due to the circumstances, it will be sufficient for the guardrails to be telescopic are just like the skids, while interposing a cross member in all Rule is not required. However, the extension should be so large that then the connection between the guardrails is required, also screwing on of such a cross member possible.

Um die Verlängerung und Verkürzung des Maschinenrahmens zu automatisieren, ist vorgesehen, dass den Gleitschienen und den Kufen die Verlängerung und Verkürzung bewirkende Hydraulikzylinder zugeordnet sind. Diese Hydraulikzylinder eignen sich gleichzeitig vorteilhaft als Sperre, sodass beim Vor- und Zurückfahren der jeweiligen Hilfsvorrichtung nicht die Gefahr besteht, dass quasi eine Verlängerung oder Verkürzung automatisch bewirkt wird.To automate the lengthening and shortening of the machine frame, It is envisaged that the slide rails and the runners will lengthen and shorten effecting hydraulic cylinders are assigned. These hydraulic cylinders are suitable at the same time advantageous as a lock, so that when driving back and forth respective auxiliary device there is no risk that an extension or Shortening is automatically effected.

Soweit der Streckenquerschnitt es hergibt, ist es vorteilhaft, wenn mehrere Hilfsvorrichtungen parallel zueinander am Maschinenrahmen in Streckenlängsrichtung verfahrbar vorgesehen sind, weil dann beispielsweise die Arbeitsbühne mit einem vorgeordneten Manipulator und daneben das Bohrsystem angeordnet werden können, die parallel zueinander verfahrbar sind. Auch andere Kombinationen sind denkbar, wobei die Ausbildung des Maschinenrahmens auch bei vier dann parallel zueinander verlegter Leitschienen sicherstellt, dass die notwendigen Kräfte in das System sicher eingeleitet werden können.As far as the cross-section of the route allows, it is advantageous if several Auxiliary devices parallel to each other on the machine frame in the longitudinal direction are provided movable, because then, for example, the work platform with an upstream Manipulator and next to it the drilling system can be arranged that are movable parallel to each other. Other combinations are also conceivable, whereby the formation of the machine frame even with four then laid parallel to each other Guardrails ensures that the necessary forces are safely introduced into the system can be.

Für die zum Einsatz kommenden Hilfsvorrichtungen werden Zusatzeinrichtungen in Form von Tanks, Reservebehältern u. Ä. benötigt, die dann dem rückkragenden Ende des Maschinenrahmens zugeordnet sind. Bei einer solchen Ausbildung ist auch dann die notwendige Stabilität und Standsicherheit für den aufgeständerten Maschinenrahmen gegeben, wenn die Hilfsvorrichtungen entsprechend weit vorkragend im Einsatz sind. Sollte es aber Schwierigkeiten dabei geben oder Unsicherheiten vorhanden sein, so sieht die Erfindung vor, dass dem Maschinenrahmen an dem Vortrieb gegenüber liegenden rückkragenden Ende ein Gegengewicht und/oder gegen die Tunnelfirste anpressbare Stützträger zugeordnet sind. Die Stützträger werden mit Hilfe eines Zylinders oder mehrerer Zylinder gegen die Firste geführt, um sich dort anzulegen und damit zu verhindern, dass das rückkragende Ende des Maschinenrahmens sich aus der waagerechten Position herausbewegt.Additional devices are used for the auxiliary devices used in the form of tanks, reserve containers u. Ä. needed, which then the cantilever End of the machine frame. With such training is too then the necessary stability and stability for the raised machine frame given when the auxiliary devices are correspondingly cantilevered in use are. But if there are difficulties or uncertainties, so the invention provides that the machine frame opposite the jacking lying cantilevered end a counterweight and / or pressable against the tunnel ridge Support beams are assigned. The support beams are made using a cylinder or several cylinders are guided against the roof in order to lay down there and with it prevent the cantilevered end of the machine frame from moving out of the horizontal Position moved out.

Darauf hingewiesen wurde bereits, dass die Aufständerung, d. h. die Ausbaubogenpaare, des Maschinenrahmens so ausgeführt sind, dass sie sich dem Streckenquerschnitt möglichst genau anpassen. Dies wird vor allem auch durch die segmentweise Ausbildung der bogenförmigen Ständer sichergestellt. Dadurch ergibt sich für den Innenraum eine optimale Platzausnutzung, wobei diese noch dadurch verbessert werden kann, dass einem oder beiden bogenförmigen Ständern der Ausbaubogenpaare Tragklauen für EHB-Schienen lösbar zugeordnet sind. Damit ist die Möglichkeit gegeben, an diesen seitlich aufgehängten EHB-Schienen Material heranzuführen oder aber auch irgendwelche Dinge zu lagern oder besser gesagt zwischenzulagern, um sie bei Bedarf sofort zur Verfügung zu haben. Weil die EHB-Schienen relativ dicht am Ausbaubogen verlaufen, stellen auch daran angehängte oder zwischengelagerte Gegenstände und Materialien keine Behinderung für die Gewinnungs- und Lademaschine dar.It has already been pointed out that the elevation, i. H. the pairs of expansion arches, of the machine frame are designed so that they correspond to the cross-section of the line adjust as closely as possible. This is mainly due to the segment by segment Formation of the arc-shaped stand ensured. This results in the interior an optimal use of space, which is still improved can that one or both arcuate uprights of the pairs of support arches are releasably assigned for EMS rails. This gives you the opportunity to bring material to these laterally suspended EMS rails or else to store any things or rather to store them temporarily, if necessary available immediately. Because the EMS rails are relatively close to the extension arch run, also put objects and materials attached or temporarily stored thereon no hindrance to the extraction and loading machine.

Die Erfindung zeichnet sich insbesondere dadurch aus, dass eine Einrichtung geschaffen ist, die im Tunnelbau und dort wiederum im U-Bahnbau optimal eingesetzt werden kann, um die zweite Ebene für den Vortrieb zu erschließen. Oberhalb der Gewinnungs- und Lademaschine können mit Hilfe der erfindungsgemäßen Einrichtung Hilfvorrichtungen praktisch jeder Art zwischengelagert und positioniert oder zum Einsatz gebracht werden, ohne dass eine gegenseitige Behinderung der beiden Ebenen auftritt. Aus Sicherheitsgründen können zwar diese Arbeiten in aller Regel nicht gleichzeitig vorgenommen werden, aber so, dass Zwischenrüstzeiten völlig entfallen, weil praktisch nur die Ausleger in die Arbeitsposition gefahren werden müssen, um entweder hereinzugewinnen oder zu laden oder aber zu bohren und den Beton einzubringen. Darüber hinaus zeichnet sich die Einrichtung dadurch aus, dass sie ohne jedwede Belastung der Tunnelfirste oder auch der Tunnelstöße eingesetzt werden kann, und zwar auch in der Form, dass sie in Streckenlängsrichtung verfahren wird. Zum Verfahren wird entweder die Lade- und Gewinnungsmaschine oder sonstige Einrichtungen verwendet, wobei auch ein Eigenantrieb oder eine Eigenverfahreinrichtung denkbar ist. Insgesamt gesehen können auch mit Hilfe der erfindungsgemäßen Einrichtung die Arbeiten im Tunnelvortrieb besser aufeinander abgestimmt und die Arbeiten insgesamt auch erleichtert und sicherer gemacht werden, sodass der Tunnelvortrieb auch wirtschaftlich optimaler abgewickelt werden kann.The invention is particularly characterized in that a device is created, which is optimally used in tunnel construction and there in turn in underground construction can be used to open up the second level for tunneling. Above the extraction and loading machine can with the help of the device according to the invention Auxiliary devices of practically every kind temporarily stored and positioned or for use be brought without mutual hindrance of the two levels occurs. For safety reasons, this work can usually not be done at the same time be carried out, but in such a way that intermediate set-up times are completely eliminated because practically only the boom needs to be driven to either position to win or load or to drill and pour the concrete. In addition, the facility is characterized in that it is without any burden the tunnel ridge or the tunnel joints can be used also in the form that it is moved in the longitudinal direction. About the procedure either the loading and extraction machine or other equipment is used, a self-propelled or self-moving device is also conceivable. Overall, the work can also be done with the aid of the device according to the invention better coordinated in tunneling and the work as a whole also made easier and safer, so that tunneling is also economical can be handled more optimally.

Weitere Einzelheiten und Vorteile des Erfindungsgegenstandes ergeben sich aus der nachfolgenden Beschreibung der zugehörigen Zeichnung, in der ein bevorzugtes Ausführungsbeispiel mit den dazu notwendigen Einzelheiten und Einzelteilen dargestellt ist. Es zeigen:

Fig. 1
eine Seitenansicht des Tunnelvortriebes mit aktiviertem Bohrsystem,
Fig. 2
eine Seitenansicht mit aktivierten Spritzmanipulator,
Fig. 3
eine Seitenansicht mit zurückgezogenem Maschinenrahmen und aktivierter Gewinnungsmaschine,
Fig. 4
eine Strecke im Querschnitt mit aufgeständertem Maschinenrahmen und
Fig. 5
eine Detailansicht des aufgeständerten Maschinenrahmens im Firstbereich.
Further details and advantages of the subject matter of the invention emerge from the following description of the accompanying drawing, in which a preferred exemplary embodiment is shown with the details and individual parts required for this. Show it:
Fig. 1
a side view of the tunneling with activated drilling system,
Fig. 2
a side view with activated spray manipulator,
Fig. 3
a side view with retracted machine frame and activated extraction machine,
Fig. 4
a section in cross section with the machine frame on it and
Fig. 5
a detailed view of the raised machine frame in the ridge area.

Fig. 1 zeigt eine Vortriebseinrichtung 1, bei der sich die auf der Tunnelsohle 3 verfahrbare Gewinnungs- und Lademaschine 2 im Ruhezustand befindet. Im Firstbereich 4 ist das Bohrsystem 7 aktiv, das ferngesteuert die Strecke 5 in Streckenlängsrichtung 6 verlängert bzw. die dafür benötigten Bohrlöcher herstellt. Das Bohrsystem 7 besteht aus einem Bohrarm 8 und der Bohrlafette 9 mit der Bohrmaschine 10, wobei dieses Bohrsystem 7 einem Schiebeschlitten 25 zugeordnet ist. Dieses Bohrsystem 7 ist eines der Hilfsvorrichtungen 11, die in der zweiten Ebene mit Hilfe des Maschinenrahmens 17 zum Einsatz kommen können. 1 shows a jacking device 1 in which the tunnel sole 3 movable extraction and loading machine 2 is in the idle state. In the ridge area 4, the drilling system 7 is active, which remote-controlled the route 5 in the longitudinal direction 6 extended or produces the necessary holes. The drilling system 7 consists of a drill arm 8 and the drill carriage 9 with the drill 10, wherein this drilling system 7 is assigned to a sliding carriage 25. This drilling system 7 is one of the auxiliary devices 11, which in the second level by means of the Machine frame 17 can be used.

Fig. 2 zeigt eine weitere Hilfsvorrichtung 11, hier in Form einer Arbeitsbühne 12 mit Spritzmanipulator 13. Statt der hier gezeigten kleinen Arbeitsbühne 12 können auch längere und umfangreichere Arbeitsbühnen 12 verwendet werden, wenn beispielsweise Stahlausbau statt der Betonschale 15 eingesetzt werden soll.2 shows a further auxiliary device 11, here in the form of a work platform 12 with spray manipulator 13. Instead of the small working platform 12 shown here, you can longer and more extensive work platforms 12 can also be used if, for example Steel expansion should be used instead of the concrete shell 15.

Die Hilfsvorrichtung 11, in Fig. 1 das Bohrsystem 7, kann über dem Maschinenrahmen 17 zugeordnete Schienen 16 in Streckenlängsrichtung 6 hin und her gefahren werden, um in die Arbeitsposition gemäß Fig. 1 oder die Ruheposition gemäß Fig. 3 verbracht zu werden. In Fig. 3 befindet sich dafür der Ausleger 14 mit den Gewinnungsteilen im Einsatz, mit deren Hilfe der notwendige Querschnitt hergestellt und das Bergegut hereingewonnen wird.The auxiliary device 11, in FIG. 1 the drilling system 7, can be above the machine frame 17 assigned rails 16 moved back and forth in the longitudinal direction 6 1 to the working position according to FIG. 1 or the rest position according to FIG. 3 to be spent. In Fig. 3 there is the boom 14 with the extraction parts in use, with the help of which the necessary cross-section is produced and that Recovery is recovered.

Anhand der Fig. 1, 2 und 3 wird deutlich, dass die einzelnen Hilfsvorrichtungen 11 sicher im Bereich der Tunnelfirste 4 in die Arbeitsposition oder aus ihr in die Ruheposition verbracht werden können. Dazu besteht der Maschinenrahmen 17 aus in mehreren parallel zueinander verlaufenden Leitschienen 18, 19 und im Abstand angeordneten Querträgern 20, 21. Auf die Ausbildung der Leitschienen 18, 19 wird weiter hinten noch eingegangen. Sie sind so stabilisiert, dass sich aus ihnen und den Querträgern 20, 21 ein stabiler Maschinenrahmen 17 herstellen lässt. Dieser Maschinenrahmen 17 ist aufgeständert, und zwar mit Hilfe von Ausbaubogen 31, die im Abstand zueinander angeordnet sind und ein vorkragendes Ende 22 und ein rückkragendes Ende 23 belassen. Während das vorkragende Ende 22 dazu dient, die jeweilige Hilfsvorrichtung 11 möglichst dicht an die Ortsbrust 30 heranzuführen, nimmt das rückkragende Ende 23 Gegengewichte beispielsweise in Form von Kabeltrommeln, Flüssigkeitsbehältern o. Ä. auf, die hier nicht dargestellt sind, oder aber ein Stützträger 24 sorgt dafür, dass das rückkragende Ende 23 sich gegebenenfalls und bei Bedarf gegen die Betonschale 15 bzw. die Tunnelfirste 4 abstützen kann.1, 2 and 3 it is clear that the individual auxiliary devices 11 safely in the area of the tunnel ridges 4 into the working position or out of it into the resting position can be spent. For this purpose, the machine frame 17 consists of several parallel guide rails 18, 19 and arranged at a distance Cross members 20, 21. The formation of the guide rails 18, 19 is further below still received. They are stabilized so that they and the cross beams 20, 21 can produce a stable machine frame 17. This machine frame 17 is raised, with the help of expansion sheet 31, which are at a distance from each other are arranged and leave a projecting end 22 and a projecting end 23. While the projecting end 22 serves to support the respective auxiliary device 11 The cantilevered end 23 takes as close as possible to the face 30 Counterweights, for example in the form of cable drums, liquid containers or the like. on, which are not shown here, or a support bracket 24 ensures that the cantilevered end 23 if necessary and if necessary against the concrete shell 15 or can support the tunnel ridges 4.

Die jeweilige Hilfsvorrichtung 11 ist über einen Schiebeschlitten 25 verfahrbar an den Schienen 16 bzw. den Leitschienen 18, 19 angeordnet, wobei der Schiebeschlitten 25 hierzu je Leitschiene 18, 19 einen vorderen Laufwagen 26, 27 und einen hinteren Laufwagen 28, 29 aufweist. Dadurch ist die Einleitung aller auftretenden Kräfte in den Maschinenrahmen 17 und damit in das Gesamtsystem sichergestellt, ohne dass die Gefahr besteht, dass die Stabilität des Gesamtsystems beeinträchtigt wird.The respective auxiliary device 11 can be moved via a sliding carriage 25 arranged on the rails 16 and the guide rails 18, 19, the sliding carriage 25 for each guardrail 18, 19 a front carriage 26, 27 and a rear Carriage 28, 29 has. This is the initiation of all occurring forces in the machine frame 17 and thus ensured in the overall system without the There is a risk that the stability of the overall system is impaired.

Die Fig. 1, 2 und 3 verdeutlichen, dass je Maschinenrahmen 17 zur Aufständerung je zwei Ausbaubogenpaare 32, 33 zum Einsatz kommen. Diese Ausbaubogenpaare 32, 33 sind am sohlenseitigen Ende 34 jeweils mit einer Kufe 35 verbunden, während das firstseitige Ende 36, wie weiter hinten noch erläutert wird, mit dem Maschinenrahmen 17 verbunden ist. Einzelne Ausbaubogen 31 der Ausbaubogenpaare 32, 33 sind über Bolzen 37 miteinander verbunden, die über die Höhe verteilt angeordnet sind, hier je Seite zwei solcher Bolzen 37.1, 2 and 3 illustrate that each machine frame 17 for elevation two pairs of expansion bends 32, 33 are used. These pairs of expansion arches 32, 33 are each connected to a runner 35 at the sole-side end 34, while the ridge-side end 36, as will be explained later, with the machine frame 17 is connected. Individual extension arch 31 of the extension arch pairs 32, 33 are connected to each other by bolts 37, which are distributed over the height are two such bolts 37 on each side.

Fig. 4 zeigt, dass diese einzelnen Ausbaubogen 31 bzw. die Ausbaubogenpaare 32, 33 aus mehreren Segmenten 38, 39 zusammengesetzt sind, um so einen bogenförmigen Ständer 40 zu ergeben. Die bogenförmigen Ständer 40, die aus den Segmenten 38, 39 gebildet sind, passen sich dem Streckenquerschnitt soweit möglich an, sodass ein relativ großer Mittelbereich verbleibt, durch den die Gewinnungs- und Lademaschine 2 beliebig verfahren werden kann.FIG. 4 shows that these individual extension arches 31 or the pairs of extension arches 32, 33 are composed of several segments 38, 39, so as to have an arcuate shape Stand 40 result. The arcuate stand 40 made up of the segments 38, 39 are formed, adapt as far as possible to the cross-section of the route, so that a relatively large central area remains through which the extraction and loading machine 2 can be moved as required.

Diese bogenförmigen Ständer 40 können mit Tragklauen 41 versehen werden, an denen dann EHB-Schienen 42 aufgehängt werden können. An diesen EHB-Schienen 42 können Lasten in Richtung Ortsbrust 30 verfahren oder aber auch Bauteile und Materialien zwischengelagert werden, wenn sich dies als notwendig erweist. Wie Fig. 4 verdeutlicht, ist genügend Platz vorhanden, um die Gewinnungs- und Lademaschine 2 nicht zu beeinträchtigen.These arc-shaped stands 40 can be provided with support claws 41, on which EMS rails 42 can then be hung. On these EMS rails 42 can move loads in the direction of the face 30 or else components and Materials are temporarily stored if this proves necessary. As in FIG. 4 clarifies, there is enough space for the extraction and loading machine 2 not to interfere.

Fig. 4 und auch Fig. 5 verdeutlichen, dass der Maschinenrahmen 17 so ausgebildet werden kann, dass gleichzeitig und parallel zueinander unterschiedliche Hilfsvorrichtungen 11 angeordnet und auch in Streckenlängsrichtung 6 verfahren werden können. Rechts ist ein Bohrsystem 7, 8 über einen Schiebeschlitten 25 in den Leitschienen 19, 18 verfahrbar angeordnet, während auf der linken Seite eine Hilfsvorrichtung 11 in Form einer Arbeitsbühne 12 in Parkstellung wiedergegeben ist. Auch hier ist die Arbeitsbühne 12 mit einem Schiebeschlitten 25 versehen, der über Laufwagen 26, 27, 28, 29 verfügt, wobei diese in Streckenlängsrichtung 6 hintereinander angeordnet sind, um die notwendige und optimale Stabilität und Standsicherheit zu erreichen.FIG. 4 and also FIG. 5 illustrate that the machine frame 17 is designed in this way can be that simultaneously and parallel to each other different auxiliary devices 11 arranged and can also be moved in the longitudinal direction 6. On the right is a drilling system 7, 8 via a sliding carriage 25 in the guide rails 19, 18 movably arranged, while on the left side an auxiliary device 11 in Form of a work platform 12 is shown in the park position. Here too is the working platform 12 is provided with a sliding carriage 25 which is connected to carriages 26, 27, 28, 29, which are arranged one behind the other in the longitudinal direction 6 to achieve the necessary and optimal stability and stability.

Die Laufwagen 26, 27, 28, 29 verfügen über je zwei Räder 49, 50, die über eine Tragachse 48 miteinander verbunden sind. Diese Tragachse 48 wird von einem Tragteil 47 umfasst, das durch den Längsschlitz 46 hindurch die Verbindung zum eigentlichen Schiebeschlitten 25 herstellt. Die eigentliche Leitschiene, 18, 19 ist als Kastenprofil 44 ausgebildet, dessen Boden 45 den Längsschlitz 46 aufweist, durch den das Tragteil 47 hindurchreicht.The carriages 26, 27, 28, 29 each have two wheels 49, 50 which a support shaft 48 are connected to each other. This support axis 48 is one Carrying part 47 includes the connection to the actual through the longitudinal slot 46 Sliding carriage 25 produces. The actual guardrail, 18, 19 is a box profile 44 formed, the bottom 45 has the longitudinal slot 46 through which the Carrying part 47 passes through.

Im dargestellten Ausführungsbeispiel gemäß Fig. 5 dienen hier als Kastenprofil 44 zwei U-Profilschienen 52, 53, die mit den Flanschspitzen 54, 55 gegeneinander gerichtet angeordnet sind. Sie sind dabei so positioniert, dass sie damit auch den Längsschlitz 46 vorgeben, durch den das Tragteil 47 hindurchreicht und die Verbindung zwischen Schiebeschlitten 25 und Laufwagen 26, 27, 28, 29 herstellt. Die einzelnen U-Profilschienen 52, 53 sind oben mit einer Rechteckschiene 56 bzw. einem entsprechenden kastenförmigen Hohlprofil verbunden und im Übrigen von einer Halterung 57 eingefasst, sodass eine optimale Festlegung des Kastenprofils 44 möglich wird. Die Halterung 57 ist ein I-Profil, sodass die Möglichkeit besteht, über die Halteschrauben 58 diese Bauteile und damit gleichzeitig auch die Leitschienen 18, 19 mit den Querträgern 20, 21 zu verbinden und auch miteinander, wozu ein Zwischenstück 59 dient. Über ein dreieckiges Endstück 60 werden die äußeren Halterungen 57 mit den Enden bzw. dem oberen Segment 38 der bogenförmigen Ständer 40 verschraubt. Insgesamt gesehen, ist so ein stabiler gesamter Rahmen bzw. Maschinenrahmen 17 gebildet, der das Verfahren der einzelnen Hilfsvorrichtungen 11 möglich macht und auch die vorkragende Arbeit, wie weiter vorne schon beschrieben ist. Hier in Fig. 5 sind außerdem die beiden Stützträger 24 erkennbar, die dem rückkragenden Ende 23 des Maschinenrahmens 17 zugeordnet sind, um gegebenenfalls eine Abstützung an der Tunnelfirst 4 zu ermöglichen.5 serve as a box profile here 44 two U-profile rails 52, 53, with the flange tips 54, 55 against each other are arranged directed. They are positioned so that they also have the longitudinal slot Specify 46 through which the support member 47 extends and the connection between sliding carriage 25 and carriage 26, 27, 28, 29. The individual U profile rails 52, 53 are at the top with a rectangular rail 56 or a corresponding one box-shaped hollow profile connected and otherwise enclosed by a bracket 57, so that an optimal setting of the box profile 44 is possible. The bracket 57 is an I-profile, so it is possible to use the retaining screws 58 these components and thus at the same time the guide rails 18, 19 with the cross members 20, 21 to connect and also with each other, for which an intermediate piece 59 is used. About one triangular end piece 60, the outer brackets 57 with the ends or the screwed upper segment 38 of the arc-shaped stand 40. Seen overall, is so a stable entire frame or machine frame 17 is formed, the process of the individual auxiliary devices 11 and also the projecting work, as described earlier. Here in Fig. 5 are also the two support beams 24 recognizable, which is assigned to the cantilevered end 23 of the machine frame 17 are to enable a support at the tunnel ridge 4 if necessary.

Claims (16)

  1. Device for supporting the advance and completion work in tunnel construction, in particular in underground railway construction, consisting of an auxiliary device (11) movably arranged in the second plane above the extraction and loading machine (2) on rails (16) in the longitudinal direction (6) of the tunnel, in the form of a working platform (12), a drilling system (7) and/or a spray manipulator (13), characterised in that provided in the roof region (4) is a machine frame (17) which receives the rails (16) and is placed on supports in a portal-shaped manner in such a way that it is supported on the tunnel floor without in any way loading the tunnel roof or the tunnel walls and without impeding the extraction and loading machine or being impeded thereby and which is designed so as to be movable in the longitudinal direction (6) of the tunnel, the rails (16) being formed as side rails (18, 19) receiving the bogie trucks (26, 27, 28, 29) of the sliding carriages (25) carrying the auxiliary devices (11) and guiding the bogie trucks (26, 27, 28, 29).
  2. Device according to claim 1, characterised in that the machine frame (17) has transverse beams (20, 21) connected via the side rails (18, 19), to which transverse beams the stabilised side rails (18, 19) are detachably fastened, preferably arranged in pairs.
  3. Device according to any one of the preceding claims, characterised in that the machine frame (17) with the side rails (18, 19) preferably has a length receiving the auxiliary devices (11) in the retracted state.
  4. Device according to any one of the preceding claims, characterised in that the machine frame (17) is placed on supports over preferably two pairs (32, 33) of completion arches (32,33) arranged at a spacing from one another which are connected at the floor end (34) to runners (35) and, at the roof end (36) to transverse beams (20, 21) carrying the side rails (18, 19).
  5. Device according to any one of the preceding claims, characterised in that the completion arches (31) of a pair (32; 33) of completion arches are connected to one another via pins (37) or braces which are arranged distributed over the height.
  6. Device according to any one of the preceding claims, characterised in that the completion arches (31) can be composed of segments (38, 39) which are flanged together and are designed to produce together an arch adapted to the cross-section of the tunnel.
  7. Device according to any one of the preceding claims, characterised in that the side rails (18, 19) have a box profile (44), in the base (45) of which a longitudinal slot (46) is formed, through which the support part (47) of the slide slot (25) reaches and receives the support axle (48) of the bogie truck (26, 27, 28, 29) running in a guided manner in the box profile (44).
  8. Device according to any one of the preceding claims, characterised in that the box profile (44) of the side rails (18, 19) is formed by two U-profiled rails (52, 53) which, predetermining the longitudinal slot (46) with the flange points (54, 55) pointing to one another, are connected to a rectangular rail (56) and holders (57) also enclosing the rectangular rail (56).
  9. Device according to any one of the preceding claims, characterised in that the holders (57) are preferably detachably connected to the respective transverse beam (20, 21) and/or to one another so as to absorb transverse forces.
  10. Device according to any one of the preceding claims, characterised in that the auxiliary devices (11) each have a sliding carriage (25) with two bogie trucks (26, 27, 28, 29) guided in the side rails (18, 19, 18', 19') extending in parallel.
  11. Device according to any one of the preceding claims, characterised in that the sliding carriage (25) is equipped with two pairs of spaced apart bogie trucks (26, 27; 28, 29) per side rail (18, 19).
  12. Device according to any one of the preceding claims, characterised in that the machine frame (17), preferably in the region of the side rails (18, 19), is designed so that it can be extended, preferably telescopically, like the runners (35).
  13. Device according to any one of the preceding claims, characterised in that hydraulic cylinders bringing about the lengthening and shortening are associated with the slide rails (18, 19) and the runners (35).
  14. Device according to any one of the preceding claims, characterised in that a plurality of auxiliary devices (11) are provided so as to be movable parallel to one another on the machine frame (17) in the longitudinal direction (6) of the tunnel.
  15. Device according to any one of the preceding claims, characterised in that a counterweight and/or support carrier (24) which can be pressed against the tunnel roof (4) are associated with the machine frame (17) at the returning end (23) opposing the advance.
  16. Device according to any one of the preceding claims, characterised in that support claws (41) for suspension monorails (42) are detachably associated with one or both arch-shaped supports (40) of the pair (32, 33) of completion arches.
EP01123452A 2001-09-28 2001-09-28 Tunnel boring machine Expired - Lifetime EP1298283B1 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
DE50103243T DE50103243D1 (en) 2001-09-28 2001-09-28 Tunneling equipment
AT01123452T ATE273443T1 (en) 2001-09-28 2001-09-28 TUNNEL EXHAUST DEVICE
EP01123452A EP1298283B1 (en) 2001-09-28 2001-09-28 Tunnel boring machine
ES01123452T ES2227036T3 (en) 2001-09-28 2001-09-28 INSTALLATION FOR THE PERFORATION OF TUNNELS.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP01123452A EP1298283B1 (en) 2001-09-28 2001-09-28 Tunnel boring machine

Publications (2)

Publication Number Publication Date
EP1298283A1 EP1298283A1 (en) 2003-04-02
EP1298283B1 true EP1298283B1 (en) 2004-08-11

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EP01123452A Expired - Lifetime EP1298283B1 (en) 2001-09-28 2001-09-28 Tunnel boring machine

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EP (1) EP1298283B1 (en)
AT (1) ATE273443T1 (en)
DE (1) DE50103243D1 (en)
ES (1) ES2227036T3 (en)

Families Citing this family (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004014873B4 (en) * 2004-03-26 2007-05-03 Rag Ag Method and device for introducing a route construction
DE102006049060B4 (en) * 2006-10-13 2015-08-20 Deilmann-Haniel Mining Systems Gmbh Convertible drill carriage
JP5009831B2 (en) * 2008-02-18 2012-08-22 株式会社間組 Tunnel drilling equipment
AT507495B1 (en) 2008-10-28 2010-08-15 Sandvik Mining & Constr Oy POWER OR MACHINE
RU2451791C1 (en) * 2010-12-10 2012-05-27 Государственное образовательное учреждение высшего профессионального образования "Южно-Российский государственный технический университет (Новочеркасский политехнический институт)" Tunnelling exploding-loading complex
RU2451792C1 (en) * 2010-12-13 2012-05-27 Государственное образовательное учреждение высшего профессионального образования "Южно-Российский государственный технический университет (Новочеркасский политехнический институт)" Tunnelling exploding-loading complex
CN102418534B (en) * 2011-10-17 2013-08-14 北京城建道桥建设集团有限公司 Split movable mould frame device for tunnel compartment wall, and construction method for split movable mould frame
CN102678141A (en) * 2012-05-14 2012-09-19 安徽山河矿业装备股份有限公司 Retaining and protecting vehicle for coal mines
ITMI20121426A1 (en) * 2012-08-09 2014-02-10 Flavio Lanati "MULTIFUNCTIONAL EXCAVATION MACHINE"
CN103590838B (en) * 2013-08-22 2015-08-26 襄阳忠良工程机械有限责任公司 Brill digs dual-purpose drive hoeing machine
CN103572788B (en) * 2013-08-22 2016-03-30 襄阳忠良工程机械有限责任公司 Wheeled drive hoeing machine
CN103541399A (en) * 2013-10-17 2014-01-29 徐州五洋科技股份有限公司 Oil cylinder turning device for mining anti-explosion crawler type rock rake
CN103821524B (en) * 2014-03-06 2016-08-24 中铁第一勘察设计院集团有限公司 The section of track frame of transport in supporting and hole after tunneler
WO2017144090A1 (en) * 2016-02-24 2017-08-31 Sandvik Intellectual Property Ab Mesh handling device for mining or tunnelling equipment
CN106522995B (en) * 2016-12-30 2018-07-27 中铁工程装备集团有限公司 A kind of special mixed spray systems of TBM
AU2019200996B1 (en) 2019-02-13 2020-05-07 Geobrugg Ag A method for mounting a roll of protective mesh material to an underground rock drilling machine, a method for attaching protective mesh material to a rock surface and a mounting device
ES2953861A1 (en) * 2022-04-05 2023-11-16 Excavacions I Finques Silvestre Ginferrer S L SYSTEM AND PROCEDURE FOR THE EXTRACTION OF AGGREGATE IN RAILWAY TUNNELS (Machine-translation by Google Translate, not legally binding)

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2811580B2 (en) * 1978-03-17 1980-03-13 Schweisstechnik, Grubenbedarf, Metallbau Vibru Gmbh, 4224 Huenxe Multi-purpose groyne for driving and maintaining routes and spaces in underground mining and tunnel construction
AT366776B (en) * 1980-04-04 1982-05-10 Voest Alpine Ag DEVICE FOR THE PROVISIONAL REMOVAL OF A SEGMENT OR TUNNEL
DE3445062A1 (en) * 1984-04-14 1985-10-17 KBI Klöckner-Becorit Industrietechnik GmbH, 4224 Hünxe Roadway-support machine with sliding platform
JPH0288882A (en) * 1988-09-26 1990-03-29 Mitsui Constr Co Ltd Excavating method of tunnel
DE3838883A1 (en) * 1988-11-17 1990-05-23 Kloeckner Becorit Ind Double-pivoted re-ripping stage
IT1236444B (en) * 1989-10-26 1993-03-09 SELF-PROPELLED EQUIPMENT FOR THE EXECUTION OF EXCAVATIONS IN THE GALLERY
ATA202692A (en) * 1992-10-14 1997-07-15 Voest Alpine Bergtechnik METHOD FOR PROCESSING AND REMOVING AN UNDERGROUND LINE, AND LINE DRIVING MACHINE FOR CARRYING OUT THIS METHOD
FR2711178B1 (en) * 1993-10-15 1996-01-05 Bouygues Sa Cutting machine, in particular for making a groove in a working face, in particular for the construction of a vault or a pre-vault.

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ES2227036T3 (en) 2005-04-01
DE50103243D1 (en) 2004-09-16
ATE273443T1 (en) 2004-08-15
EP1298283A1 (en) 2003-04-02

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