EP0353442A2 - Method and boring ram for laying service lines without excavation - Google Patents
Method and boring ram for laying service lines without excavation Download PDFInfo
- Publication number
- EP0353442A2 EP0353442A2 EP89111259A EP89111259A EP0353442A2 EP 0353442 A2 EP0353442 A2 EP 0353442A2 EP 89111259 A EP89111259 A EP 89111259A EP 89111259 A EP89111259 A EP 89111259A EP 0353442 A2 EP0353442 A2 EP 0353442A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- boring machine
- ram boring
- ram
- old
- ground
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 11
- 238000009412 basement excavation Methods 0.000 title abstract 2
- 238000009527 percussion Methods 0.000 claims description 13
- 239000000314 lubricant Substances 0.000 claims description 5
- 230000008878 coupling Effects 0.000 claims description 4
- 238000010168 coupling process Methods 0.000 claims description 4
- 238000005859 coupling reaction Methods 0.000 claims description 4
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 230000001681 protective effect Effects 0.000 description 13
- 238000005553 drilling Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000008719 thickening Effects 0.000 description 3
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 230000005641 tunneling Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/28—Enlarging drilled holes, e.g. by counterboring
- E21B7/30—Enlarging drilled holes, e.g. by counterboring without earth removal
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/06—Down-hole impacting means, e.g. hammers
- E21B4/14—Fluid operated hammers
- E21B4/145—Fluid operated hammers of the self propelled-type, e.g. with a reverse mode to retract the device from the hole
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
Definitions
- the invention relates to a method and a ram boring machine for trenchless laying of supply lines in the ground by means of a ram boring machine.
- a pneumatically driven ram boring machine with a percussion tip held in a cylindrical housing and a percussion piston moved to and fro in the housing is known from the German patent specification 21 57 259.
- the self-steering piston of this device periodically hits the moving tip of the ram. Under the influence of the ramming impacts, the impact tip, which is supported by a compression spring on the device housing, oscillates into the ground and finally pulls the housing when its stroke is exhausted.
- Such ram boring machines are primarily used to lay supply lines such as water pipes, electrical lines or telephone lines or cables under streets or sidewalks without having to tear open the pavement or sidewalks at the same time.
- supply lines such as water pipes, electrical lines or telephone lines or cables under streets or sidewalks without having to tear open the pavement or sidewalks at the same time.
- a ram boring machine can therefore be connected at the rear end to a coupling for fastening a pulling tube; alternatively, a pipe to be laid can also be pulled into the earth channel by means of a pull cable of the ram boring machine.
- German patent specification 28 24 915 it is known to use such ram boring machines for the destructive replacement of old lines, for example a cast iron pipe or a clay pipe.
- the percussion tip of the device is provided with blades or percussion knives pointing radially outwards. With the forward movement of the hammer tip of the ram boring machine, the cutting edges blow up the wall of the old pipe, but the debris remains in the ground.
- the invention has for its object to provide a method and a ram boring machine for performing the method fen, which allow an old supply line already in the ground to be replaced without the above-mentioned disadvantages and without having to tear up the ground, and to lay a new supply line in a precise or precise position.
- this object is achieved procedurally in that the ram boring machine is guided on an old pipe lying in the ground. Because the ram boring machine thus runs along the old line as if it were a rail or is guided by it, the old line that was carefully inserted into the ground when it was laid can be used as a guiding guide for the ram boring machine when laying a new line.
- One or - if the ram boring machine is equipped with an appropriate adapter - several new lines can be laid parallel to the old line, possibly at different heights.
- the old line can be replaced by a new, larger one without the old line having to be destroyed and the debris remaining in the ground. Because the ram boring machine can simultaneously pull a protective pipe enclosing the old pipe into the ground with the advance, so that after the protective pipe has been inserted, the exposed old pipe only needs to be pulled out of the protective pipe and replaced with a new one.
- a ram boring machine suitable for carrying out the method according to the invention can be provided with a guide bore extending axially through the device housing.
- the ram boring machine pushed onto the supply line thus slides over the old line running centrally through the device housing and leading the ram boring machine.
- the percussion piston can be designed as a hollow piston, ie with a central recess corresponding to the guide bore.
- a hollow piston of large diameter which is adapted to the inside diameter of the housing, two or more correspondingly smaller percussion pistons can thus be used.
- the guide bore can advantageously be arranged in a guide shoe that can be coupled to the old line.
- the guide shoe which extends radially to the device housing, surrounds the old pipe with some clearance to the surface of the old pipe, the sliding of the guide hole on the old pipe, which does not hinder the propulsion of the ram drilling device, can be achieved without impairing the guiding of the ram drilling device along the old pipe.
- the guide piece can connect at least two device housings arranged axially next to one another and have a guide bore surrounding the supply line. In this way, two or more devices can be bundled into one tunneling unit and a number of new lines corresponding to the number of devices can be introduced into the ground in one operation. For the jacking unit there is a central guide due to the old pipe running through the pilot hole. If the guide piece or the adapter has a connecting piece arranged coaxially to the guide bore, a protective tube can be attached to it and thus at the same time a protective tube enclosing the old line can also be drawn into the ground.
- a coupling socket is advantageously located at the rear end of the device housing.
- a protective tube can be opened connect this way to the ram boring machine and bring it into the ground as a pull-down pipe in one operation.
- a thickening of the rear end of the housing advantageously enables the soil to expand, which is particularly useful when new lines with a large diameter are to be laid.
- a lubricant can be introduced into the gap between the old supply line and the ram boring machine and thus considerably reduce the friction.
- the mouth of the bore can advantageously be designed as an introduction funnel provided with dirt wipers.
- the insertion funnel tapering against the direction of advance prevents, without destroying the outer surface of the old pipe, that dirt falling into the earth hole during the driving of the ram boring machine gets into the gap between the pilot hole of the ram boring machine and the surface of the old pipe.
- the ram boring machine 1 consists of a housing 2 with a self-controlling percussion piston, not shown, and is supplied with compressed air via a line 3.
- a striking tip 4 is mounted in the front part of the housing 2.
- Extending through an axial guide bore 5 of the ram boring machine 1 is an old line 6 laid in the ground, which leads the ram boring machine 1 moving forward in the driving direction 7 under the blows of the percussion piston; the percussion piston is provided with a central bore adapted to the guide bore 5, i.e. designed as a hollow or ring piston.
- the ram boring machine 1 has at its rear end a connecting piece 8 for fastening a protective tube 9, which is thus drawn into the ground as a pulling tube during the machine advance.
- the ram boring machine 1 To replace the old line 6 with a larger diameter new line, not shown, the ram boring machine 1 only needs to be pushed onto the free end of the old line 6 from a starting pit and then slides over or on the old line 6 during propulsion, which is thus as it were Rail takes the lead of the ram boring machine 1 in the direction of advance 7. Because at the same time Protective tube 9 is drawn into the ground, the old line 6 initially remains in the protective tube 9 and can be pulled out of the protective tube 9 after the insertion of the full length of the protective tube, ie after the ram boring machine 1 has reached the target pit, and exchanged for a new line. However, the protective tube can also serve as a supply line.
- a conventional, i.e. A ram boring device 101 not provided with an axial guide bore has a radial guide shoe 10 which is provided with a cylindrical receptacle 11 having a guide bore 105 for guiding the ram boring device 101 on the old line 106.
- the end face 12 of the guide shoe 10 pointing in the direction of advance is designed as a wedge to reduce the ground resistance; for the same reason, the receptacle 11 can be provided with a tip pointing in the direction of advance, similar to the impact tip 4 of the ram boring machine 1.
- twin impact pistons 15, 16 arranged in two working spaces 13, 14 running parallel to the axial guide bore 205; these move the ram boring machine 201 sliding on the supply line 206 and guided by it in the direction of advance 207.
- the compressed air is supplied to the percussion pistons 15, 16 via hose connections 17, 18 from a pressure medium source, not shown.
- the rear end of the device housing 202 consists of a coupling socket 19 receiving a protective tube 209, which also has a jacket thickening 20, ie is larger than the diameter of the device housing 202.
- the jacket thickening 20 runs in the opposite direction the direction of advance 7, thus conical to the outside and in this way serves to widen the earth channel produced by the ram boring machine 201.
- the ram boring machine 201 has a conical insertion funnel 22 provided with dirt wipers 21 as the mouth of the axial guide bore 205.
- at least one lubricant line 23 leads from the rear end to the axial guide bore 205.
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
Die Erfindung betrifft ein Verfahren und ein Rammbohrgerät zum grabenlosen Verlegen von Versorgungsleitungen im Erdreich mittels eines Rammbohrgerätes.The invention relates to a method and a ram boring machine for trenchless laying of supply lines in the ground by means of a ram boring machine.
Ein pneumatisch angetriebenes Rammbohrgerät mit einer in einem zylindrischen Gehäuse gehaltenen Schlagspitze und einem in dem Gehäuse hin- und hergehend bewegten Schlagkolben ist aus der deutschen Patentschrift 21 57 259 bekannt. Der selbststeuernde Kolben dieses Geräts übt periodisch Rammschläge auf die bewegliche Schlagspitze aus. Unter dem Einfluß der Rammschläge bewegt sich die über eine Druckfeder am Gerätegehäuse abgestützte Schlagspitze oszillierend in das Erdreich hinein und zieht schließlich, wenn ihr Hub ausgeschöpft ist, das Gehäuse nach.A pneumatically driven ram boring machine with a percussion tip held in a cylindrical housing and a percussion piston moved to and fro in the housing is known from the
Derartige Rammbohrgeräte dienen in erster Linie dazu, Versorgungsleitungen wie beispielsweise Wasserleitungen, elektrische Leitungen oder Telefonleitungen bzw. -kabel unter Straßen oder Bürgersteigen zu verlegen, ohne gleichzeitig die Straßendecke oder die Bürgersteige aufreißen zu müssen. Wenn sich das Rammbohrgerät durch das Erdreich bewegt, verdrängt es das Erdreich nach der Seite und hinterläßt einen Erdkanal, in den sich gleichzeitig oder später eine Versorgungsleitung einziehen läßt. Ein solches Rammbohrgerät kann daher am rückwärtigen Ende mit einer Kupplung zum Befestigen eines Nachziehrohrs verbunden sein; alternativ läßt sich ein zu verlegendes Rohr auch mittels eines Zugseils des Rammbohrgerätes in den Erdkanal einziehen.Such ram boring machines are primarily used to lay supply lines such as water pipes, electrical lines or telephone lines or cables under streets or sidewalks without having to tear open the pavement or sidewalks at the same time. As the ram drill moves through the soil, it pushes the soil to the side and leaves it behind an earth channel into which a supply line can be pulled in simultaneously or later. Such a ram boring machine can therefore be connected at the rear end to a coupling for fastening a pulling tube; alternatively, a pipe to be laid can also be pulled into the earth channel by means of a pull cable of the ram boring machine.
Aus der deutschen Patentschrift 28 24 915 ist es bekannt, derartige Rammbohrgeräte zum zerstörenden Ersetzen von Altleitungen, beispielsweise eines Gußeisen- oder eines Tonrohrs, zu verwenden. Dazu ist die Schlagspitze des Gerätes mit radial nach außen weisenden Schneiden oder Schlagmessern versehen. Mit der Vorwärtsbewegung der Schlagspitze des Rammbohrgerätes sprengen die Schneidkanten die Wandung der Altleitung, wobei die Trümmer allerdings im Erdreich verbleiben.From German patent specification 28 24 915 it is known to use such ram boring machines for the destructive replacement of old lines, for example a cast iron pipe or a clay pipe. For this purpose, the percussion tip of the device is provided with blades or percussion knives pointing radially outwards. With the forward movement of the hammer tip of the ram boring machine, the cutting edges blow up the wall of the old pipe, but the debris remains in the ground.
Obwohl die Schlagspitze während der Vorwärtsbewegung auch Steine oder andere Bodenhindernisse zertrümmert oder zur Seite drückt, läßt es sich nicht immer vermeiden, daß das Rammbohrgerät aus der gewollten Richtung läuft, wenn es auf ein Hindernis trifft. Derartige Richtungsabweichungen sind für kurze Erdbohrungen, wie beispielsweise beim Unterqueren von Straßen und Bahndämmen nur von untergeordneter Bedeutung, führen aber dann zu erheblichen Schwierigkeiten, wenn richtungsgenaue, präzise Erdbohrungen über große Distanzen erstellt werden sollen. Um die Vortriebsrichtung des Rammbohrgerätes bei über lange Strecken reichenden Erdbohrungen kontrollieren zu können, werden deshalb in Abständen Zielgruben ausgehoben.Although the striking tip also shatters stones or other ground obstacles or pushes them to the side during the forward movement, it cannot always be avoided that the ram boring machine runs out of the intended direction when it encounters an obstacle. Such deviations in direction are only of minor importance for short earth bores, such as when crossing streets and embankments, but lead to considerable difficulties when precise, precise earth bores are to be drilled over large distances. In order to be able to control the direction of advance of the ram boring machine in the case of long-distance earth bores, target pits are dug at intervals.
Der Erfindung liegt die Aufgabe zugrunde, ein Verfahren und ein Rammbohrgerät zur Durchführung des Verfahrens zu schaf fen, die es erlauben, eine alte, bereits im Erdreich liegende Versorgungsleitung ohne die vorgenannten Nachteile und ohne das Erdreich aufreißen zu müssen, auszutauschen, und eine neue Versorgungsleitung lage- bzw. zielgenau zu verlegen.The invention has for its object to provide a method and a ram boring machine for performing the method fen, which allow an old supply line already in the ground to be replaced without the above-mentioned disadvantages and without having to tear up the ground, and to lay a new supply line in a precise or precise position.
Nach der Erfindung wird diese Aufgabe verfahrensmäßig dadurch gelöst, daß das Rammbohrgerät auf einer im Erdreich liegenden Altleitung geführt wird. Dadurch daß das Rammbohrgerät somit an der Altleitung gleichsam als Schiene entlang läuft bzw. von dieser geführt wird, läßt sich die bei seiner Verlegung mit großer Sorgfalt ins Erdreich eingebrachte Altleitung als richtunggebender Führungsstrang für das Rammbohrgerät beim Verlegen einer Neuleitung heranziehen. Eine oder - wenn das Rammbohrgerät mit einem entsprechenden Adapter versehen ist - mehrere neue Leitungen lassen sich parallel, gegebenenfalls in unterschiedlichen Höhenlagen, zu der Altleitung verlegen. Dabei läßt sich die Altleitung durch eine neue, größere ersetzen, ohne daß die Altleitung zerstört werden muß und deren Trümmer im Erdreich verbleiben. Denn das Rammbohrgerät kann gleichzeitig mit dem Vortrieb ein die Altleitung umschließendes Schutzrohr in das Erdreich einziehen, so daß nach dem Einbringen des Schutzrohres die dann freiliegende Altleitung lediglich noch aus dem Schutzrohr herausgezogen und gegen eine neue ersetzt zu werden braucht.According to the invention, this object is achieved procedurally in that the ram boring machine is guided on an old pipe lying in the ground. Because the ram boring machine thus runs along the old line as if it were a rail or is guided by it, the old line that was carefully inserted into the ground when it was laid can be used as a guiding guide for the ram boring machine when laying a new line. One or - if the ram boring machine is equipped with an appropriate adapter - several new lines can be laid parallel to the old line, possibly at different heights. The old line can be replaced by a new, larger one without the old line having to be destroyed and the debris remaining in the ground. Because the ram boring machine can simultaneously pull a protective pipe enclosing the old pipe into the ground with the advance, so that after the protective pipe has been inserted, the exposed old pipe only needs to be pulled out of the protective pipe and replaced with a new one.
Ein zur Durchführung des erfindungsgemäßen Verfahren geeignetes Rammbohrgerät kann mit einer sich axial durch das Gerätegehäuse erstreckenden Leitbohrung versehen sein. Das auf die Versorgungsleitung aufgeschobene Rammbohrgerät gleitet somit über die mittig durch das Gerätegehäuse verlaufende und das Rammbohrgerät führende Altleitung. Bei einem derartigen Rammbohrgerät kann der Schlagkolben als Hohlkolben, d.h. mit einer der Leitbohrung entsprechenden zentrischen Ausnehmung ausgebildet sein. Es empfiehlt sich jedoch, außerhalb der Leitbohrung zumindest zwei Schlagkolben in dem Gerätegehäuse anzuordnen. Anstelle eines dem Innendurchmesser des Gehäuses angepaßten, im Durchmesser großen Hohlkolbens lassen sich somit zwei oder mehrere, entsprechend kleiner bemessende Schlagkolben verwenden. Vorteilhaft kann die Leitbohrung in einem an die Altleitung kuppelbaren Leitschuh angeordnet sein. Wenn der sich radial zum Gerätegehäuse erstreckende Leitschuh mit einer Leitbohrung die Altleitung mit etwas Spiel zu deren Oberfläche umschließt, läßt sich ein den Vortrieb des Rammbohrgerätes nicht behinderndes Gleiten der Leitbohrung auf der Altleitung erreichen, ohne dabei die Führung des Rammbohrgerätes entlang der Altleitung zu beeinträchtigen.A ram boring machine suitable for carrying out the method according to the invention can be provided with a guide bore extending axially through the device housing. The ram boring machine pushed onto the supply line thus slides over the old line running centrally through the device housing and leading the ram boring machine. At a Such a ram drilling device, the percussion piston can be designed as a hollow piston, ie with a central recess corresponding to the guide bore. However, it is advisable to arrange at least two percussion pistons in the device housing outside the guide bore. Instead of a hollow piston of large diameter, which is adapted to the inside diameter of the housing, two or more correspondingly smaller percussion pistons can thus be used. The guide bore can advantageously be arranged in a guide shoe that can be coupled to the old line. If the guide shoe, which extends radially to the device housing, surrounds the old pipe with some clearance to the surface of the old pipe, the sliding of the guide hole on the old pipe, which does not hinder the propulsion of the ram drilling device, can be achieved without impairing the guiding of the ram drilling device along the old pipe.
Das Führungsstück kann zumindest zwei axial nebeneinander angeordnete Gerätegehäuse verbinden und eine die Versorgungsleitung umschließende Leitbohrung aufweisen. Auf diese Weise können zwei oder mehr Geräte zu einer Vortriebseinheit gebündelt und eine der Gerätezahl entsprechende Anzahl Neuleitungen in einem Arbeitsgang in das Erdreich eingebracht werden. Für die Vortriebseinheit ergibt sich eine zentrale Führung aufgrund der durch die Leitbohrung verlaufenden Altleitung. Sofern das Führungsstück bzw. der Adapter einen koaxial zur Leitbohrung angeordneten Anschlußstutzen besitzt, läßt sich daran ein Schutzrohr befestigen und somit gleichzeitig auch ein die Altleitung umschließendes Schutzrohr in das Erdreich einziehen.The guide piece can connect at least two device housings arranged axially next to one another and have a guide bore surrounding the supply line. In this way, two or more devices can be bundled into one tunneling unit and a number of new lines corresponding to the number of devices can be introduced into the ground in one operation. For the jacking unit there is a central guide due to the old pipe running through the pilot hole. If the guide piece or the adapter has a connecting piece arranged coaxially to the guide bore, a protective tube can be attached to it and thus at the same time a protective tube enclosing the old line can also be drawn into the ground.
Vorteilhaft befindet sich am rückwärtigen Ende des Gerätegehäuses ein Kupplungsstutzen. Ein Schutzrohr läßt sich auf diese Weise mit dem Rammbohrgerät verbinden und in einem Arbeitsgang als Nachziehrohr in das Erdreich einbringen. Eine Verdickung des rückwärtigen Gehäuseendes ermöglicht hierbei vorteilhaft ein Aufweiten des Erdreichs, was insbesondere dann nützlich ist, wenn Neuleitungen mit großem Durchmesser verlegt werden sollen.A coupling socket is advantageously located at the rear end of the device housing. A protective tube can be opened connect this way to the ram boring machine and bring it into the ground as a pull-down pipe in one operation. A thickening of the rear end of the housing advantageously enables the soil to expand, which is particularly useful when new lines with a large diameter are to be laid.
Wenn zumindest eine Schmiermittelleitung zu der Leitbohrung führt, läßt sich ein Schmiermittel in den Spalt zwischen der alten Versorgungsleitung und dem Rammbohrgerät einbringen und damit die Reibung erheblich verringern.If at least one lubricant line leads to the pilot hole, a lubricant can be introduced into the gap between the old supply line and the ram boring machine and thus considerably reduce the friction.
Die Mündung der Bohrung kann vorteilhaft als mit Schmutzabstreifern versehener Einführungstrichter ausgebildet sein. Der sich entgegen der Vortriebsrichtung verjüngende Einführungstrichter verhindert, ohne die Mantelfläche der Altleitung zu zerstören, daß während des Vortriebs des Rammbohrgerätes in die Erdbohrung fallender Schmutz in den Spalt zwischen der Leitbohrung des Rammbohrgerätes und der Oberfläche der Altleitung gelangt.The mouth of the bore can advantageously be designed as an introduction funnel provided with dirt wipers. The insertion funnel tapering against the direction of advance prevents, without destroying the outer surface of the old pipe, that dirt falling into the earth hole during the driving of the ram boring machine gets into the gap between the pilot hole of the ram boring machine and the surface of the old pipe.
Die Erfindung wird nachfolgend anhand von in der Zeichnung dargestellten Ausführungsbeispielen des näheren erläutert. In der Zeichnung zeigen:
- Fig. 1 in der Längsansicht ein Rammbohrgerät mit einer mittigen, eine Altleitung umschließenden Leitbohrung;
- Fig. 2 das Rammbohrgerät gemäß Fig. 1 von links gesehen;
- Fig. 3 in der Vorderansicht ein über einen schwertartigen Leitschuh mit einer Altleitung verbundenes Rammbohrgerät;
- Fig. 4 in der Längsansicht ein Rammbohrgerät mit zwei um eine mittige Leitbohrung herum angeordneten Schlagkolben;
- Fig. 5 das Rammbohrgerät gemäß Fig. 4 von links gesehen; und
- Fig. 6 einen Längsschnitt durch das vordere Ende des Rammbohrgerätes gemäß Fig. 4.
- 1 is a longitudinal view of a ram boring machine with a central guide bore surrounding an old pipe;
- Fig. 2 seen the ram boring machine according to Fig. 1 from the left;
- 3 shows a front view of a ram boring machine connected to an old line via a sword-like guide shoe;
- 4 is a longitudinal view of a ram boring machine with two percussion pistons arranged around a central guide bore;
- 5 seen the ram boring machine according to FIG. 4 from the left; and
- 6 shows a longitudinal section through the front end of the ram boring machine according to FIG. 4.
Das Rammbohrgerät 1 gemäß Fig. 1 besteht aus einem Gehäuse 2 mit einem selbststeuernden, nicht dargestellten Schlagkolben und wird über eine Leitung 3 mit Druckluft versorgt. Im vorderen Teil des Gehäuses 2 ist eine Schlagspitze 4 gelagert. Durch eine axiale Leitbohrung 5 des Rammbohrgerätes 1 erstreckt sich eine im Erdreich verlegte Altleitung 6, die das sich unter den Schlägen des Schlagkolbens in Vortriebsrichtung 7 vorwärtsbewegende Rammbohrgerät 1 führt; der Schlagkolben ist mit einer an die Leitbohrung 5 angepaßten zentrischen Bohrung versehen, d.h. als Hohl- bzw. Ringkolben ausgebildet. Das Rammbohrgerät 1 weist an seinem rückwärtigen Ende einen Anschlußstutzen 8 zum Befestigen eines Schutzrohrs 9 auf, das somit während des Gerätevortriebs als Nachziehrohr in das Erdreich eingezogen wird.The ram boring machine 1 according to FIG. 1 consists of a housing 2 with a self-controlling percussion piston, not shown, and is supplied with compressed air via a
Zum Ersetzen der Altleitung 6 durch eine im Durchmesser größere, nicht dargestellte Neuleitung braucht das Rammbohrgerät 1 von einer Startgrube aus lediglich auf das freie Ende der Altleitung 6 aufgeschoben zu werden und gleitet beim Vortrieb dann über bzw. auf der Altleitung 6, die somit gleichsam als Schiene die Führung des Rammbohrgerätes 1 in der Vortriebsrichtung 7 übernimmt. Da gleichzeitig das Schutzrohr 9 in das Erdreich eingezogen wird, verbleibt die Altleitung 6 zunächst in dem Schutzrohr 9 und kann nach dem Einbringen der vollen Schutzrohrlänge, d.h. nachdem das Rammbohrgerät 1 die Zielgrube erreicht hat, aus dem Schutzrohr 9 herausgezogen und gegen eine neue Leitung ausgetauscht werden. Das Schutzrohr kann jedoch auch als Versorgungsleitung dienen.To replace the
Wie in Fig. 3 dargestellt, weist ein herkömmliches, d.h. nicht mit einer axialen Leitbohrung versehenes Rammbohrgerät 101 einen radialen Leitschuh 10 auf, der mit einer zylindrischen, eine Leitbohrung 105 besitzenden Aufnahme 11 zur Führung des Rammbohrgerätes 101 auf der Altleitung 106 versehen ist. Die in Vortriebsrichtung weisende Stirnseite 12 des Leitschuhs 10 ist zur Verringerung des Boden-Widerstandes als Keil ausgebildet; aus demselben Grund kann die Aufnahme 11 mit einer in Vortriebsrichtung weisenden Spitze, ähnlich der Schlagspitze 4 des Rammbohrgerätes 1, versehen sein.As shown in Figure 3, a conventional, i.e. A ram
Bei dem in den Fig. 4 bis 6 dargestellten Rammbohrgerät 201 befinden sich in zwei parallel zu der axialen Leitbohrung 205 verlaufenden Arbeitsräumen 13, 14 hin- und herbeweglich angeordnete Zwillingsschlagkolben 15, 16; diese bewegen das auf der Versorgungsleitung 206 gleitende und von dieser geführte Rammbohrgerät 201 in Vortriebsrichtung 207. Die Druckluft wird den Schlagkolben 15, 16 über Schlauchanschlüsse 17, 18 von einer nicht dargestellten Druckmittelquelle zugeleitet. Das rückwärtige Ende des Gerätegehäuses 202 besteht aus einem ein Schutzrohr 209 aufnehmenden Kupplungsstutzen 19, der außerdem eine Mantelverdickung 20 besitzt, d.h. gegenüber dem Durchmesser des Gerätegehäuses 202 größer ist. Die Mantelverdickung 20 verläuft entgegen der Vortriebsrichtung 7, somit konisch nach außen und dient auf diese Weise zum Aufweiten des von dem Rammbohrgerät 201 hergestellten Erdkanals.In the
Wie in Fig. 6 dargestellt ist, weist das Rammbohrgerät 201 als Mündung der axialen Leitbohrung 205 einen konischen, mit Schmutzabstreifern 21 versehenden Einführungstrichter 22 auf. Außerdem führt vom rückwärtigen Ende zumindest eine Schmiermittelleitung 23 zu der axialen Leitbohrung 205. Durch Zuführen von Schmiermittel in den Radialspalt 24 zwischen der Altleitung 6, 206 und der Leitbohrung 5, 205 (vgl. die Fig. 2 und 5), läßt sich somit die Reibung zwischen der Altleitung und dem Rammbohrgerät verringern.As shown in FIG. 6, the
Claims (13)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE3826513A DE3826513A1 (en) | 1988-08-04 | 1988-08-04 | METHOD AND RAMM DRILLING DEVICE FOR THE TRENCHLESS LAYING OF SUPPLY LINES |
DE3826513 | 1988-08-04 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0353442A2 true EP0353442A2 (en) | 1990-02-07 |
EP0353442A3 EP0353442A3 (en) | 1991-01-30 |
EP0353442B1 EP0353442B1 (en) | 1994-02-02 |
Family
ID=6360234
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP89111259A Expired - Lifetime EP0353442B1 (en) | 1988-08-04 | 1989-06-21 | Method and boring ram for laying service lines without excavation |
Country Status (4)
Country | Link |
---|---|
US (1) | US5096000A (en) |
EP (1) | EP0353442B1 (en) |
JP (1) | JPH0270883A (en) |
DE (1) | DE3826513A1 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0496981A2 (en) * | 1990-12-28 | 1992-08-05 | Gelsenwasser AG | Apparatus for laying pipelines without excavation |
WO1998011321A1 (en) * | 1996-09-10 | 1998-03-19 | Powermole International Limited | Method and apparatus for driving an article into a medium |
WO2016097770A1 (en) * | 2014-12-19 | 2016-06-23 | Jsm Construction Limited | Conveyance member removal method and device |
US9859693B2 (en) | 2014-05-08 | 2018-01-02 | Jsm Construction Limited | Conveyance member removal method and device |
Families Citing this family (26)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5253722A (en) * | 1990-12-10 | 1993-10-19 | Laffkas Harry P | Impact borer for embedding lines, anchoring cables and sinking wells |
CH683016A5 (en) * | 1990-12-24 | 1993-12-31 | Terra Ag Tiefbautechnik | A method for expanding a wellbore and Expanding apparatus. |
US5238073A (en) * | 1991-04-04 | 1993-08-24 | Rear Ian G | Uphole hammer |
JP2567757B2 (en) * | 1991-06-27 | 1996-12-25 | 未来工業株式会社 | Method of laying wiring / piping material in pipe, laying device for this, and pipe for wiring / piping used for this |
GB2259103A (en) * | 1991-08-30 | 1993-03-03 | Compair Holman Ltd | Improved drilling apparatus |
US5305631A (en) * | 1992-06-16 | 1994-04-26 | Corrocon, Inc. | Cathodic protection and leak detection process and apparatus |
US5484232A (en) * | 1993-03-03 | 1996-01-16 | Tokyo Gas Company Ltd. | Method for injecting lubricant and filler in the pipe-jacking method |
DK9400012U4 (en) * | 1994-01-11 | 1995-04-28 | Breakers As | Hydraulically driven underground displacement device |
CA2192692C (en) * | 1994-07-08 | 1999-11-23 | Stephen Andrew Marsden | Transmission line installation |
NL9401838A (en) * | 1994-11-04 | 1996-06-03 | Nederland Ptt | Installation of cable ducts. |
FI954309A (en) * | 1995-09-14 | 1997-03-15 | Rd Trenchless Ltd Oy | Drilling device and drilling method |
CA2194079C (en) * | 1996-12-19 | 2005-11-29 | Murray P. Craigmile | Methods and apparatus for directionally drilling a bore and placing pipe |
DE19817872C2 (en) * | 1998-04-22 | 2002-08-08 | Tracto Technik | expander |
DE19859928C1 (en) * | 1998-12-23 | 2000-08-31 | Ludwig Pfeiffer Hoch Und Tiefb | Process and protective tube for renewing a pipeline laid in the ground |
AU7805700A (en) * | 1999-10-14 | 2001-04-23 | Richard Geall | Method and apparatus for replacing a conduit |
US20060036192A1 (en) * | 2000-07-10 | 2006-02-16 | Naraikin Oleg S | Ultrasonic system for treatment of urologic diseases and ultrasonic instrument for these purposes and ultrasonic urologic set |
NL1015729C2 (en) * | 2000-07-17 | 2002-01-18 | Koninkl Kpn Nv | Method for installing a duct and device for performing this method in the ground. |
US6585453B2 (en) * | 2001-07-19 | 2003-07-01 | Gerald M. Robinson | Apparatus for trenchless underground pipe replacement |
EP1351361A1 (en) * | 2002-04-02 | 2003-10-08 | BRITISH TELECOMMUNICATIONS public limited company | A sub-ducting apparatus |
IES20050621A2 (en) * | 2005-09-20 | 2006-11-15 | Minroc Techn Promotions Ltd | A percussion hammer for enlarging drilled holes |
DE102009023910A1 (en) * | 2009-03-03 | 2010-09-16 | Tracto-Technik Gmbh & Co. Kg | An earth boring |
AT509158B1 (en) | 2009-12-02 | 2011-09-15 | Herbert Mock | DEVICE FOR REMOVING OR REPLACING CABLES |
CN103717823A (en) * | 2011-08-02 | 2014-04-09 | 普拉麦特兹控股股份公司 | Drilling tool for laying a tube in the ground |
US10439382B2 (en) * | 2016-08-05 | 2019-10-08 | Centurylink Intellectual Property Llc | System and method for new cable provisioning utilizing buried cable |
US10338334B2 (en) * | 2016-08-05 | 2019-07-02 | Centurylink Intellectual Property Llc | System and method for direct cable expansion |
US10886712B2 (en) | 2016-10-20 | 2021-01-05 | Centurylink Intellectual Property Llc | System and method for new cable provisioning using applied physical process |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4176985A (en) * | 1975-07-14 | 1979-12-04 | Reading And Bates Construction Co. | System and method for installing production casings |
DE2824915A1 (en) * | 1978-06-07 | 1979-12-20 | Paul Schmidt | METHOD OF MANUFACTURING BOTH OPEN EARTH HOLES |
GB2085670A (en) * | 1980-10-14 | 1982-04-28 | Electric Power Res Inst | Removal and replacement of underground cable |
US4410053A (en) * | 1980-12-15 | 1983-10-18 | Masse Roger F | Apparatus for drilling hard material |
US4422800A (en) * | 1980-11-21 | 1983-12-27 | Doc's Road Boring, Inc. | Method of installing an underground conduit |
US4593772A (en) * | 1982-09-02 | 1986-06-10 | Electric Power Research Institute, Inc. | Rotary cutter for cable following apparatus |
US4749050A (en) * | 1987-02-13 | 1988-06-07 | Ritter Lester L | Impact tool for tunneling |
DE3902081C1 (en) * | 1989-01-25 | 1989-07-27 | Hans Brochier Gmbh & Co, 8500 Nuernberg, De | |
US4883133A (en) * | 1988-10-24 | 1989-11-28 | Fletcher Gerald L | Combustion operated drilling apparatus |
DE3818998A1 (en) * | 1988-06-03 | 1989-12-14 | Schmidt Paul | Process and apparatus for laying supply lines |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3805899A (en) * | 1972-03-29 | 1974-04-23 | C Hicks | Method for boring parallel holes |
US4043136A (en) * | 1975-07-14 | 1977-08-23 | Tidril Corporation | System and method for installing production casings |
US4662457A (en) * | 1984-10-19 | 1987-05-05 | Allied Steel & Tractor Products, Inc. | Reversible underground piercing device |
-
1988
- 1988-08-04 DE DE3826513A patent/DE3826513A1/en active Granted
-
1989
- 1989-06-06 US US07/361,923 patent/US5096000A/en not_active Expired - Fee Related
- 1989-06-21 EP EP89111259A patent/EP0353442B1/en not_active Expired - Lifetime
- 1989-08-01 JP JP1200176A patent/JPH0270883A/en active Pending
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4176985A (en) * | 1975-07-14 | 1979-12-04 | Reading And Bates Construction Co. | System and method for installing production casings |
DE2824915A1 (en) * | 1978-06-07 | 1979-12-20 | Paul Schmidt | METHOD OF MANUFACTURING BOTH OPEN EARTH HOLES |
GB2085670A (en) * | 1980-10-14 | 1982-04-28 | Electric Power Res Inst | Removal and replacement of underground cable |
US4422800A (en) * | 1980-11-21 | 1983-12-27 | Doc's Road Boring, Inc. | Method of installing an underground conduit |
US4410053A (en) * | 1980-12-15 | 1983-10-18 | Masse Roger F | Apparatus for drilling hard material |
US4593772A (en) * | 1982-09-02 | 1986-06-10 | Electric Power Research Institute, Inc. | Rotary cutter for cable following apparatus |
US4749050A (en) * | 1987-02-13 | 1988-06-07 | Ritter Lester L | Impact tool for tunneling |
DE3818998A1 (en) * | 1988-06-03 | 1989-12-14 | Schmidt Paul | Process and apparatus for laying supply lines |
US4883133A (en) * | 1988-10-24 | 1989-11-28 | Fletcher Gerald L | Combustion operated drilling apparatus |
DE3902081C1 (en) * | 1989-01-25 | 1989-07-27 | Hans Brochier Gmbh & Co, 8500 Nuernberg, De |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0496981A2 (en) * | 1990-12-28 | 1992-08-05 | Gelsenwasser AG | Apparatus for laying pipelines without excavation |
EP0496981A3 (en) * | 1990-12-28 | 1992-11-25 | Gelsenwasser Ag | Apparatus for laying pipelines without excavation |
WO1998011321A1 (en) * | 1996-09-10 | 1998-03-19 | Powermole International Limited | Method and apparatus for driving an article into a medium |
US9859693B2 (en) | 2014-05-08 | 2018-01-02 | Jsm Construction Limited | Conveyance member removal method and device |
WO2016097770A1 (en) * | 2014-12-19 | 2016-06-23 | Jsm Construction Limited | Conveyance member removal method and device |
US10199807B2 (en) | 2014-12-19 | 2019-02-05 | Jsm Construction Limited | Conveyance member removal method and device |
AU2015365623B2 (en) * | 2014-12-19 | 2019-07-18 | Jsm Construction Limited | Conveyance member removal method and device |
Also Published As
Publication number | Publication date |
---|---|
EP0353442A3 (en) | 1991-01-30 |
DE3826513A1 (en) | 1990-02-08 |
EP0353442B1 (en) | 1994-02-02 |
US5096000A (en) | 1992-03-17 |
DE3826513C2 (en) | 1990-08-16 |
JPH0270883A (en) | 1990-03-09 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0353442B1 (en) | Method and boring ram for laying service lines without excavation | |
DE3782853T2 (en) | METHOD AND DEVICE FOR CONTROLLING THE DIRECTION OF AN IMPACT DRILLING TOOL IN THE HOLE. | |
EP0216100B1 (en) | Boring ram with a piston-actuated percussion cutter | |
EP1802844B1 (en) | Method for laying pipes without digging trenches | |
EP2115338B1 (en) | Method for laying pipes in the ground | |
EP0953723B1 (en) | Enlarging apparatus | |
EP0379707B1 (en) | Pneumatic pipe-expanding device | |
DE3903864C1 (en) | Method and apparatus for redeveloping old pipes | |
EP0806543A1 (en) | Drilling apparatus for percussive drilling | |
EP0356666A2 (en) | Boring ram for laying service lines without excavation | |
EP1407112B1 (en) | Method for producing earth boreholes | |
DE19946587A1 (en) | Device for directional drilling has housing at boring head which has mounting for axially movable piston and drive for generation of blows on boring head | |
DE19820483C1 (en) | Method and device for creating controlled house connections | |
DE2758385B2 (en) | Impact drilling device for large holes | |
DE3900122C2 (en) | ||
DE10211833A1 (en) | Device for trench-less line replacement or exposure has drilling head with attachment element for propulsion arrangement, tool provided corresponding to geometric shapes | |
EP0563950A1 (en) | Apparatus and method for directional drilling | |
EP4100611B1 (en) | Device for laying pipes in the ground | |
DE19538215B4 (en) | Pipe renewal facility | |
DE8809959U1 (en) | Device for drilling holes in the ground and laying supply lines | |
DE19713737C2 (en) | Method and device for removing an earth core from a trenchless pipe | |
DE3929017A1 (en) | Machine for placing pipe in trench - consists of cutter rim, pulley, screw conveyor and motor | |
DE3911469A1 (en) | Drilling installation | |
DE19538037A1 (en) | Mechanism for renewing or producing pipes with borer for drilling old pipes or virgin soil | |
CH679320A5 (en) | Underground pipe replacement device - has auger conveyor hauled by winch rope towards finishing trench with detachable sections |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): BE CH FR GB IT LI NL |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): BE CH FR GB IT LI NL |
|
17P | Request for examination filed |
Effective date: 19910328 |
|
17Q | First examination report despatched |
Effective date: 19920710 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
ITF | It: translation for a ep patent filed | ||
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): BE CH FR GB IT LI NL |
|
GBT | Gb: translation of ep patent filed (gb section 77(6)(a)/1977) |
Effective date: 19940127 |
|
ET | Fr: translation filed | ||
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed | ||
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 19970619 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 19970630 Year of fee payment: 9 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19980630 |
|
BERE | Be: lapsed |
Owner name: SCHMIDT PAUL Effective date: 19980630 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19990101 |
|
NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee |
Effective date: 19990101 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20010618 Year of fee payment: 13 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20010622 Year of fee payment: 13 |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: IF02 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20020630 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20020630 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20020701 Year of fee payment: 14 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030228 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030621 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20030621 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED. Effective date: 20050621 |