EP0315743B1 - Method for making a tunnel or gallery, and tunneling machine for carrying out the method - Google Patents

Method for making a tunnel or gallery, and tunneling machine for carrying out the method Download PDF

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Publication number
EP0315743B1
EP0315743B1 EP88113703A EP88113703A EP0315743B1 EP 0315743 B1 EP0315743 B1 EP 0315743B1 EP 88113703 A EP88113703 A EP 88113703A EP 88113703 A EP88113703 A EP 88113703A EP 0315743 B1 EP0315743 B1 EP 0315743B1
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EP
European Patent Office
Prior art keywords
drill
tunnel
drill rod
drill head
head
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
EP88113703A
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German (de)
French (fr)
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EP0315743A1 (en
Inventor
Richard Dipl.-Ing. Harpf
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Alfred Kunz GmbH and Co
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Alfred Kunz GmbH and Co
Priority date (The priority date 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 date listed.)
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Publication date
Application filed by Alfred Kunz GmbH and Co filed Critical Alfred Kunz GmbH and Co
Priority to AT88113703T priority Critical patent/ATE72480T1/en
Publication of EP0315743A1 publication Critical patent/EP0315743A1/en
Application granted granted Critical
Publication of EP0315743B1 publication Critical patent/EP0315743B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00—Setting anchoring-bolts
    • E21D20/003—Machines for drilling anchor holes and setting anchor bolts
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00—Setting anchoring-bolts
    • E21D20/02—Setting anchoring-bolts with provisions for grouting
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • E21D21/0053—Anchoring-bolts in the form of lost drilling rods
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/10—Making by using boring or cutting machines
    • E21D9/11—Making by using boring or cutting machines with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines
    • E21D9/112—Making by using boring or cutting machines with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines by means of one single rotary head or of concentric rotary heads

Definitions

  • the invention relates to a method for producing a tunnel or tunnel with a tunnel boring machine, in which a drill string can be driven into the mountains in a radial direction, rotating and / or striking.
  • the basic structure of the tunnel boring machine consists of a rotating drilling head, behind which the drive and clamping devices are arranged, the required pressure of the drilling head being applied by feed presses which are supported on a support device clamped to the tunnel tube by clamping jaws.
  • Problems with tunnel boring with a tunnel boring machine arise when the boring head has a fault location, for example from brittle or uneven mountains such as gravel or sand or a Water vein can exist, cuts. In the event of such malfunctions, the tunnel tube may collapse immediately behind the drill head, i.e.
  • the object of the invention is to propose a method which enables the drilling work to be continued with a tunnel boring machine without lengthy clearing and securing work even if the tunnel boring machine cuts fault points.
  • this object is achieved in a method of the type mentioned at the outset in that drilling occurs only when defects occur and from the drill head, in that the drill pipe is left standing, and in that the annular space surrounding the drill pipe is filled with a stiffening material.
  • points of failure already announce themselves during drilling through a change in the pressure on the tunnel boring machine, so that it can be concluded from such critical pressure changes that a point of failure is to be expected.
  • the essence of the invention lies in the fact that the safeguarding measures in the event of malfunctions do not take place behind the drill head, that is to say at a point in time at which these can possibly no longer be carried out effectively, but already in the area of the drill head, so that a Burglary of the tunnel tube is avoided with certainty.
  • drill rods are driven into the fault location, which remain after the propulsion, the annular space between the drill rod and the rock being filled with a hardening material, so that stabilizing rock anchors are set which clamp the ground or the rock of the fault point and anchor and thus prevent break-ins.
  • the drill head can be rotated by a desired angle step and then the next rock anchor can be inserted into the rock in a corresponding manner.
  • rock anchors can be set in a jet-like manner as are necessary to stabilize and support a fault location.
  • the drill string can be driven at right angles to the axis of the drill head or also inclined at an angle.
  • rock anchors If the area of a fault point is stabilized in the manner described by rock anchors, drilling can continue after the required number of rock anchors have been attached so that a burglar-proof tunnel tube enters the work area behind the drill head and there is no need to fear a collapse of the mountains that interrupts the drilling operation.
  • the annular space filling, stiffening and / or compacting material surrounding the drill pipe can be made of concrete, cement, plastic-improved mortar or the like. or consist of mixtures of these substances.
  • the drill can be provided with a flushing which flushes out the drilled material, or the like after advancing and setting the drill pipe by a device for introducing a hardening cement slurry. is replaced.
  • the stiffening or hardening material is expediently ejected through nozzles arranged in the area of the drill head. The pressure is so great that cavities in the rock are also filled with the hardening material.
  • a tunnel boring machine for carrying out the method according to the invention with a mushroom-shaped drill head mounted on a drive device and with bracing devices and feed presses is characterized according to the invention in that the drill head is provided with a radial mount in which a drill is guided, the drill rod of which can be pushed radially out of the drill head is.
  • Known drills can be used on the carriage, for example those whose rods consist of anchors driven by hammer.
  • Atlas Copco offers suitable drills under the name "Heavy Rock Drills" with "Drifter Feeds" and "Down-the-Hole Hammers”.
  • the "Hydraulic Drifters” and “Hydraulic Chain Feeds for Tunneling” from Tamrock can also be used as suitable drilling drives. Since the drills used as radial drills are of a known type, they are not described in more detail here.
  • the tunnel boring machine shown in FIGS. 1 and 2 consists of the boring head 1, the feed presses 2 and the bracing devices 3.
  • the drill head is provided behind the drill shield with a radial link guide 8 which lies on a diameter line and is perpendicular to the axis 9 of the drill head 1.
  • the drill 11 of a known type is guided on this mount with the guide rods 10.
  • the drill head 1 is provided with a lateral passage opening 12 for the passage of the drill pipe 13.
  • the drill pipe 13 is driven in a rotating and / or striking manner and the annular space 14 surrounding the drill or anchor 13 is filled with a stiffening material when an anchor has been set.
  • the material is ejected in a manner not shown from nozzles which are located in the area of the drill bit of the rod 13.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Earth Drilling (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)

Abstract

The method serves to make a tunnel or gallery with a tunnelling machine. So that a method of this type enables the drilling work to be pursued with a tunnelling machine without prolonged clearing and safety work even if the tunnelling machine cuts fault locations, a drill rod (13) is advanced from the drill head (1) in a rotary and/or percussive manner in a radial direction into the rock if fault locations appear and is then left behind. The annular space surrounding the drill rod (13) is filled with a stiffening material. <IMAGE>

Description

Die Erfindung betrifft ein Verfahren zur Herstellung eines Tunnels oder Stollen mit einer Tunnelbohrmaschine, bei dem in radialer Richtung ein Bohrgestänge in das Gebirge drehend und/oder schlagend vorgetrieben werden kann.The invention relates to a method for producing a tunnel or tunnel with a tunnel boring machine, in which a drill string can be driven into the mountains in a radial direction, rotating and / or striking.

Beim Bohren von Tunneln oder Stollen mit Vollschnitt-Tunnelbohrmaschinen wird eine gute Bohrleistung erreicht, die 40-60 m/Tag betragen kann, wenn der Tunnel in einem standfesten Gebirge vorgetrieben wird. Die Tunnelbohrmaschine besteht in ihrem Grundaufbau aus einem rotierenden Bohrkopf, hinter dem die Antriebs- und Verklammerungseinrichtungen angeordnet sind, wobei der erforderliche Andruck des Bohrkopfes durch Vorschubpressen aufgebracht wird, die sich auf eine durch Spannbacken mit der Tunnelröhre verspannte Stützeinrichtung abstützen. Probleme beim Tunnelbohren mit einer Tunnelbohrmaschine ergeben sich dann, wenn der Bohrkopf eine Störungsstelle, die beispielsweise aus brüchigem oder rolligem Gebirge wie Kies oder Sand oder einer Wasserader bestehen kann, anschneidet. Im Falle des Auftretens derartiger Störungsstellen kann es zu einem Einbruch der Tunnelröhre unmittelbar hinter dem Bohrkopf kommen, also in einem Bereich, der schlecht zugänglich ist und der bei dem Bohrfortschritt nicht sofort mit Spritzbeton oder anderen sichernden Einrichtungen verkleidet werden kann. Als sichernde Einrichtungen kommen Bögen oder Anker in Betracht, die normalerweise in dem Raum hinter dem Bohrkopf angebracht werden, der als Arbeitsraum dient. Diese Einrichtungen können aber nicht installiert werden, wenn es zu Einbrüchen des Gebirges unmittelbar hinter dem Bohrkopf kommt. Treten im Falle einer Störungsstelle Einbrüche unmittelbar hinter dem Bohrkopf auf, die nicht sofort abgefangen werden können, ergeben sich komplizierte Räum- und Sicherungsarbeiten, die einen zügigen Fortschritt der Bohrung stören und zu teuren Stillstandszeiten führen.When drilling tunnels or tunnels with full-cut tunnel boring machines, good drilling performance is achieved, which can be 40-60 m / day if the tunnel is driven in a stable mountain range. The basic structure of the tunnel boring machine consists of a rotating drilling head, behind which the drive and clamping devices are arranged, the required pressure of the drilling head being applied by feed presses which are supported on a support device clamped to the tunnel tube by clamping jaws. Problems with tunnel boring with a tunnel boring machine arise when the boring head has a fault location, for example from brittle or uneven mountains such as gravel or sand or a Water vein can exist, cuts. In the event of such malfunctions, the tunnel tube may collapse immediately behind the drill head, i.e. in an area that is difficult to access and that cannot be immediately covered with shotcrete or other securing devices as drilling progresses. Arches or anchors, which are normally installed in the space behind the drill head, which serves as a working space, can be used as securing devices. However, these facilities cannot be installed if the mountains collapse immediately behind the drill head. If there is a breakdown immediately behind the drill head in the event of a malfunction, complicated clearing and securing work results, which disrupt the rapid progress of the drilling and lead to expensive downtimes.

Aus der EP-A-207056 ist eine Vorrichtung zum Bohren von Tunneln, Schächten oder dergleichen bekannt, bei dem der Tunnel oder dergleichen mittels einer Tunnelbohrmaschine im Vollschnitt hergestellt wird. Dabei kann unmittelbar hinter dem Bohrkopf in radialer Richtung ein Bohrgestänge in das Gebirge vorgetrieben werden. Aus der DE-C-936082 sind Bohrgestänge bekannt, die beim Auftreten von Störungsstellen in das Gebirge vorgetrieben werden und dort stehengelassen werden, wobei der Ringraum mit einem aussteifenden Material verfüllt wird.From EP-A-207056 a device for drilling tunnels, shafts or the like is known, in which the tunnel or the like is produced in full section by means of a tunnel boring machine. A drill string can be driven into the mountains in the radial direction directly behind the drill head. From DE-C-936082, drill pipes are known which are driven into the mountains when fault points occur and are left there, the annular space being filled with a stiffening material.

Aufgabe der Erfindung ist es, ein Verfahren vorzuschlagen, das die Fortführung der Bohrarbeiten mit einer Tunnelbohrmaschine ohne langwierige Räumungs- und Sicherungsarbeiten auch dann ermöglicht, wenn die Tunnelbohrmaschine Störungsstellen anschneidet.The object of the invention is to propose a method which enables the drilling work to be continued with a tunnel boring machine without lengthy clearing and securing work even if the tunnel boring machine cuts fault points.

Erfindungsgemäß wird diese Aufgabe bei einem Verfahren der eingangs angegebenen Art dadurch gelöst, daß nur beim Auftreten von Störungsstellen und aus dem Bohrkopf gebohrt wird, daß das Bohrgestänge stehengelassen wird und daß der das Bohrgestänge umgebende Ringraum mit einem aussteifenden Material verfüllt wird. Normalerweise kündigen sich Störungsstellen bereits beim Bohren durch eine Veränderung des Drucks auf die Tunnelbohrmaschine an, so daß bei derartigen kritischen Druckveränderungen darauf geschlossen werden kann, daß eine Störungsstelle zu erwarten ist. Das Wesen der Erfindung liegt nun darin, daß die sichernden Maßnahmen beim Auftreten von Störungsstellen nicht erst hinter dem Bohrkopf vorgenommen werden, also zu einem Zeitpunkt, zu dem diese möglicherweise wirksam nicht mehr ausgeführt werden können, sondern bereits im Bereich des Bohrkopfes, so daß ein Einbruch der Tunnelröhre mit Sicherheit vermieden wird. Nach dem erfindungsgemäßen Verfahren werden in die Störungsstelle Bohrgestänge vorgetrieben, die nach dem Vortrieb stehenbleiben, wobei der Ringraum zwischen dem Bohrgestänge und dem Gebirge mit einem aushärtenden Material verfüllt wird, so daß stabilisierende Gebirgsanker gesetzt werden, die den Boden oder das Gebirge der Störungsstelle verklammern und verankern und damit Einbrüche verhindern. Nach dem Setzen eines aussteifenden Gebirgsanker kann der Bohrkopf um einen gewünschten Winkelschritt gedreht und sodann der nächste Gebirgsanker in entsprechender Weise in das Gebirge eingebracht werden. Strahlenartig können so viele Gebirgsanker gesetzt werden, wie zur Stabilisierung und Abstützung einer Störungsstelle erforderlich sind. Das Bohrgestänge kann rechtwinkelig zur Achse des Bohrkopfes oder aber auch um einen Winkel geneigt vorgetrieben werden.According to the invention, this object is achieved in a method of the type mentioned at the outset in that drilling occurs only when defects occur and from the drill head, in that the drill pipe is left standing, and in that the annular space surrounding the drill pipe is filled with a stiffening material. Normally, points of failure already announce themselves during drilling through a change in the pressure on the tunnel boring machine, so that it can be concluded from such critical pressure changes that a point of failure is to be expected. The essence of the invention lies in the fact that the safeguarding measures in the event of malfunctions do not take place behind the drill head, that is to say at a point in time at which these can possibly no longer be carried out effectively, but already in the area of the drill head, so that a Burglary of the tunnel tube is avoided with certainty. According to the method of the invention, drill rods are driven into the fault location, which remain after the propulsion, the annular space between the drill rod and the rock being filled with a hardening material, so that stabilizing rock anchors are set which clamp the ground or the rock of the fault point and anchor and thus prevent break-ins. After setting a stiffening rock anchor, the drill head can be rotated by a desired angle step and then the next rock anchor can be inserted into the rock in a corresponding manner. As many rock anchors can be set in a jet-like manner as are necessary to stabilize and support a fault location. The drill string can be driven at right angles to the axis of the drill head or also inclined at an angle.

Wird der Bereich einer Störungsstelle in der beschriebenen Weise durch Gebirgsanker stabilisiert, kann nach dem Anbringen der erforderlichen Zahl von Gebirgsankern der Bohrbetrieb fortgesezt werden, so daß hinter den Bohrkopf eine einbruchgesicherte Tunnelröhre in den Arbeitsraum eintritt und ein den Bohrbetrieb unterbrechender Einbruch des Gebirges nicht befürchtet werden muß.If the area of a fault point is stabilized in the manner described by rock anchors, drilling can continue after the required number of rock anchors have been attached so that a burglar-proof tunnel tube enters the work area behind the drill head and there is no need to fear a collapse of the mountains that interrupts the drilling operation.

Das den das Bohrgestänge umgebenden Ringraum verfüllende, aussteifende und/oder verdichtende Material kann aus Betonit, Zement, kunststoffverbessertem Mörtel o.dgl. oder aus Gemischen dieser Stoffe bestehen. Der Bohrer kann mit einer das ausgebohrte Material freispülenden Spülung versehen sein, die nach dem Vortreiben und Setzen des Bohrgestänges durch eine Einrichtung zum Einbringen einer aushärtenden Zementschlempe o.dgl. ersetzt wird. Das aussteifende oder aushärtende Material wird zweckmäßigerweise durch im Bereich des Bohrkopfes angeordnete Düsen ejiziert. Dabei wird ein so großer Druck angewandt, daß auch Hohlräume des Gebirges mit dem aushärtenden Material verfüllt werden.The annular space filling, stiffening and / or compacting material surrounding the drill pipe can be made of concrete, cement, plastic-improved mortar or the like. or consist of mixtures of these substances. The drill can be provided with a flushing which flushes out the drilled material, or the like after advancing and setting the drill pipe by a device for introducing a hardening cement slurry. is replaced. The stiffening or hardening material is expediently ejected through nozzles arranged in the area of the drill head. The pressure is so great that cavities in the rock are also filled with the hardening material.

Eine Tunnelbohrmaschine zur Durchführung des erfindungsgemäßen Verfahrens mit einem an einer Antriebseinrichtung gelagerten pilzförmigen Bohrkopf und mit Verspanneinrichtungen und Vorschubpressen zeichnet sich erfindungsgemäß dadurch aus, daß der Bohrkopf mit einer radialen Lafette versehen ist, in der ein Bohrer geführt ist, dessen Bohrgestänge radial aus dem Bohrkopf vorschiebbar ist. Auf der Lafette können bekannte Bohrer verwendet werden, beispielsweise solche, deren Gestänge aus durch Hammer vorgetriebene Anker bestehen. Geeignete Bohrer bietet beispielsweise die Firma Atlas Copco unter der Bezeichnung "Heavy Rock Drills" mit "Drifter Feeds" und "Down-the- hole Hammers" an. Als geeignete Bohrantriebe können auch die "Hydraulic Drifter" und "Hydraulic Chain Feeds for Tunneling" der Firma Tamrock eingesetzt werden. Da die als Radialbohrer verwendeten Bohrer bekannter Art sind, werden diese hier näher nicht beschrieben.A tunnel boring machine for carrying out the method according to the invention with a mushroom-shaped drill head mounted on a drive device and with bracing devices and feed presses is characterized according to the invention in that the drill head is provided with a radial mount in which a drill is guided, the drill rod of which can be pushed radially out of the drill head is. Known drills can be used on the carriage, for example those whose rods consist of anchors driven by hammer. For example, Atlas Copco offers suitable drills under the name "Heavy Rock Drills" with "Drifter Feeds" and "Down-the-Hole Hammers". The "Hydraulic Drifters" and "Hydraulic Chain Feeds for Tunneling" from Tamrock can also be used as suitable drilling drives. Since the drills used as radial drills are of a known type, they are not described in more detail here.

Ein Ausführungsbeispiel der Erfindung wird nachstehend anhand der Zeichnung näher erläutert. In dieser zeigt

Fig. 1
eine perspektivische Ansicht einer bekannten Tunnelbohrmaschine,
Fig. 2
einen Längsschnitt durch einen Stollen mit einer in diesem in Einsatz befindlichen diesen bohrenden Tunnelbohrmaschine,
Fig. 3
einen Längsschnitt durch einen Bohrkopf einer Tunnelbohrmaschine mit einer radialen Lafette und einem in dieser geführten Bohrer,
Fig. 4
einen um 90 Grad gedrehten Längsschnitt durch den Bohrkopf nach Fig. 3 und
Fig. 5
einen Querschnitt durch den Bohrkopf nach den Fig. 3 und 4.

An embodiment of the invention is explained below with reference to the drawing. In this shows
Fig. 1
a perspective view of a known tunnel boring machine,
Fig. 2
2 shows a longitudinal section through a tunnel with a tunnel boring machine in use, drilling it,
Fig. 3
2 shows a longitudinal section through a drill head of a tunnel boring machine with a radial mount and a drill guided in it,
Fig. 4
a rotated by 90 degrees longitudinal section through the drill head according to Fig. 3 and
Fig. 5
a cross section through the drill head according to FIGS. 3 and 4.

Die in den Fig. 1 und 2 dargestellte Tunnelbohrmaschine besteht aus dem Bohrkopf 1, den Vorschubpressen 2 sowie den der Verspannung dienenden Einrichtungen 3.The tunnel boring machine shown in FIGS. 1 and 2 consists of the boring head 1, the feed presses 2 and the bracing devices 3.

Aus Fig. 2 ist zusätzlich die Nachlaufkonstruktion ersichtlich. Diese enthält die Lüftung 4, die elektrische Ausrüstung 5 und weitere Versorgungs- und Arbeitseinrichtungen 6, 7.From Fig. 2, the trailing structure is also apparent. This contains the ventilation 4, the electrical equipment 5 and further supply and work facilities 6, 7.

Wie aus den Fig. 3-5 ersichtlich ist, ist der Bohrkopf hinter dem Bohrschild mit einer radialen Kulissenführung 8 versehen, die auf einer Durchmesserlinie liegt und rechtwinkelig zur Achse 9 des Bohrkopfes 1 steht. Auf dieser Lafette mit den Führungsstangen 10 ist der Bohrer 11 bekannter Bauart geführt. Der Bohrkopf 1 ist mit einer seitlichen Durchtrittsöffnung 12 zum Durchtritt des Bohrgestänges 13 versehen. Das Bohrgestänge 13 wird drehend und/oder schlagend vorgetrieben und der den Bohrer oder Anker 13 umgebende Ringraum 14 wird mit einem aussteifenden Material verfüllt, wenn ein Anker gesetzt worden ist. Das Material wird in nicht dargestellter Weise aus Düsen ejiziert, die sich im Bereich der Bohrkrone des Gestänges 13 befinden.As can be seen from FIGS. 3-5, the drill head is provided behind the drill shield with a radial link guide 8 which lies on a diameter line and is perpendicular to the axis 9 of the drill head 1. The drill 11 of a known type is guided on this mount with the guide rods 10. The drill head 1 is provided with a lateral passage opening 12 for the passage of the drill pipe 13. The drill pipe 13 is driven in a rotating and / or striking manner and the annular space 14 surrounding the drill or anchor 13 is filled with a stiffening material when an anchor has been set. The material is ejected in a manner not shown from nozzles which are located in the area of the drill bit of the rod 13.

Claims (5)

1. Method of producing a tunnel or gallery by means of a tunnel-drilling machine in which a drill rod (13) can be advanced in a radial direction into the rock in a rotary and/or percussive manner, characterised in that drilling is carried out only if trouble spots appear and only from the drill head (1), in that the drill rod (13) is left behind, and in that the annular space (14) surrounding the drill rod (13) is filled with a stiffening material.
2. Method according to Claim 1, characterised in that the stiffening and/or compacting material consists of bentonite, cement, mortar improved with plastic, or the like, or mixtures of these substances.
3. Method according to Claim 1 or 2, characterised in that the hardening material is ejected from nozzles provided in the area of the drill bit of the drill rod (13).
4. Method according to one of Claims 1-3, characterised in that the hardening material is ejected after the full advance of the drill rod (13) forming a stabiliser anchor.
5. Tunnel-drilling machine for carrying out the method according to one of the preceding claims, having a mushroom-shaped drill head (1) mounted on a drive device, and having restraining devices and feed presses, characterised in that the drill head (1) is provided with a radial carriage (8, 10) in which a drill (11) is guided, the drill rod (13) of which can be displaced radially from the drill head (1).
EP88113703A 1987-11-12 1988-08-23 Method for making a tunnel or gallery, and tunneling machine for carrying out the method Expired - Lifetime EP0315743B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88113703T ATE72480T1 (en) 1987-11-12 1988-08-23 PROCESS FOR BUILDING A TUNNEL OR ADIBE AND TUNNEL BORING MACHINE FOR CARRYING OUT THE PROCESS.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3738485 1987-11-12
DE19873738485 DE3738485A1 (en) 1987-11-12 1987-11-12 METHOD FOR PRODUCING A TUNNEL OR TUBE AND TUNNEL DRILLING MACHINE FOR CARRYING OUT THE METHOD

Publications (2)

Publication Number Publication Date
EP0315743A1 EP0315743A1 (en) 1989-05-17
EP0315743B1 true EP0315743B1 (en) 1992-02-05

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP88113703A Expired - Lifetime EP0315743B1 (en) 1987-11-12 1988-08-23 Method for making a tunnel or gallery, and tunneling machine for carrying out the method

Country Status (3)

Country Link
EP (1) EP0315743B1 (en)
AT (1) ATE72480T1 (en)
DE (2) DE3738485A1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2247476B (en) * 1990-08-28 1993-01-06 James Howden And Company Limit A tunnelling machine
CN113605913B (en) * 2021-09-01 2024-05-07 东莞理工学院 Rock underground passage construction method

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE933328C (en) * 1953-10-13 1956-05-03 Wilhelm Weghuber Method for connecting rock layers by means of rock bolts in mining and means for practicing the method
DE1807972C3 (en) * 1968-11-09 1972-04-06 Demag Ag Anchor hole drilling device for a tunnel driven by a tunnel boring machine
US4055051A (en) * 1976-01-08 1977-10-25 The United States Of America As Represented By The Secretary Of The Interior Unitary drill bit and roof bolt
DE3400182A1 (en) * 1984-01-04 1985-07-11 Friedr. Ischebeck GmbH, 5828 Ennepetal Injection anchor
AT384861B (en) * 1985-05-23 1988-01-25 Ver Edelstahlwerke Ag DEVICE FOR DRILLING TUNNELS, SHELLS OD. DGL.

Also Published As

Publication number Publication date
DE3868310D1 (en) 1992-03-19
DE3738485A1 (en) 1989-05-24
EP0315743A1 (en) 1989-05-17
ATE72480T1 (en) 1992-02-15

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