[go: up one dir, main page]

EP1183497A1 - Device for measuring shifts in mountains - Google Patents

Device for measuring shifts in mountains

Info

Publication number
EP1183497A1
EP1183497A1 EP00938775A EP00938775A EP1183497A1 EP 1183497 A1 EP1183497 A1 EP 1183497A1 EP 00938775 A EP00938775 A EP 00938775A EP 00938775 A EP00938775 A EP 00938775A EP 1183497 A1 EP1183497 A1 EP 1183497A1
Authority
EP
European Patent Office
Prior art keywords
measuring
borehole
mountains
tube
electrical conductor
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP00938775A
Other languages
German (de)
French (fr)
Inventor
Dieter Wittenberg
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.)
Deutsche Montan Technologie GmbH
Original Assignee
Deutsche Montan Technologie GmbH
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.)
Filing date
Publication date
Application filed by Deutsche Montan Technologie GmbH filed Critical Deutsche Montan Technologie GmbH
Publication of EP1183497A1 publication Critical patent/EP1183497A1/en
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
    • E21F17/18—Special adaptations of signalling or alarm devices
    • E21F17/185—Rock-pressure control devices with or without alarm devices; Alarm devices in case of roof subsidence
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B7/00—Measuring arrangements characterised by the use of electric or magnetic techniques
    • G01B7/16—Measuring arrangements characterised by the use of electric or magnetic techniques for measuring the deformation in a solid, e.g. by resistance strain gauge

Definitions

  • the invention relates to a method for measuring displacements in the mountains and devices suitable therefor.
  • a shear strip device for determining earth movements is known.
  • a shear strip formed into a tube is placed in a borehole.
  • Two lines extend along the tubular shear strip, resistances being arranged at regular intervals between the lines.
  • the shear strip is mortared in the borehole and thus held in its position. The grouting is very complex and leads to great difficulties especially when the borehole is arranged vertically.
  • the invention has for its object a simple and inexpensive To provide methods and devices for measuring displacements in the mountains.
  • a borehole is first drilled in the mountains and an electrically conductive tube, the diameter of which is adapted to the borehole diameter, is placed in this borehole.
  • An insulated electrical conductor is located in the electrically conductive tube. Both the electrically conductive tube and the electrical conductor are connected to an electrical measuring device for continuity measurement.
  • the device according to the invention thus consists of a metal tube, in particular a steel tube, in which an insulated electrical conductor is arranged approximately parallel to the longitudinal extent.
  • the steel pipe is placed in an approximately equally calibrated borehole. Both the steel tube and the electrical conductor are connected to an electrical measuring device for continuity measurement. In this installed state, no continuity between the electrical conductor and the steel pipe can be determined. If the mountain strata or parts of the mountain move in opposite directions in the anchor passage area, the steel pipe is first deformed. With further displacement, the steel pipe destroys the insulation of the electrical conductor and a continuity is measured. If the continuity is measured, the measuring distance covered is:
  • Measuring path (borehole-0) - (2 x pipe wall thickness) - (0 conductor)
  • test results of the basic test according to DIN 21521 form the basis for the determination of measuring paths
  • Figure 1 is a schematic representation of the method and apparatus for measuring displacements in the mountains with an electrical conductor.
  • Fig. 2 shows the measuring principle of the method and the device for measuring displacements in the mountains with two electrical conductors of different lengths
  • Figure 1 shows an electrical conductor 1 with insulation 6.
  • This conductor 1 is located in an electrically conductive tube 2, which is arranged in a borehole 3 of approximately the same diameter in a rock 4.
  • the mountain 4 is shown consisting of the layers 4a and 4b. The forces shown by arrows act on these layers.
  • the conductor 1 and the tube 2 are connected to a measuring device 5 for electrical continuity measurement.
  • Phase 1 corresponds to the built-in state. No continuity between line 1 and pipe 2 can be measured. In phase 2, displacements in the mountains have deformed the tube 2, which has contact with the undamaged insulation 6 of the conductor 1 towards the end of phase 2. No continuity between the conductor 1 and the tube 2 can be measured. In phase 3, the tube 2 has the insulation 6 of the conductor 1 after further displacements in the mountains 4 destroyed. A continuity between the conductor 1 and the tube 2 is measured.
  • FIG. 2 shows the method and the device for measuring the displacements in the mountains with two electrical conductors 1b and 1b of different lengths.
  • the other reference symbols have the same meaning as in FIG. 1. In this way, shifts can be determined for two measurement horizons.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Measurement Of Length, Angles, Or The Like Using Electric Or Magnetic Means (AREA)
  • Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)
  • Geophysics And Detection Of Objects (AREA)

Abstract

The invention relates to a method for measuring shifts in mountains according to which a borehole is bored into the mountain and means for measuring the shift are inserted into said borehole. At least one electrically conductive tube (2) comprising at least one insulated electric conductor (1) is inserted into the borehole (3) in a manner that is parallel to the longitudinal extension, and an electric measuring device (5) for measuring continuity is connected to the tube (2) and to the electric conductor (1).

Description

Vorrichtung zum Messen von Verschiebungen im Gebirge Device for measuring displacements in the mountains
Die Erfindung betrifft ein Verfahren zum Messen von Verschiebungen im Gebirge sowie dafür geeignete Vorrichtungen.The invention relates to a method for measuring displacements in the mountains and devices suitable therefor.
Das Messen von Verschiebungen im Gebirge ist insofern sehr wichtig, da Ergeb- nisse von Grundsatzprüfungen nach DIN 21521 zeigen, daß gerade Scherbeanspruchungen die geringste Verformung bis zum Versagen eines Ankers erlauben. Bisher sind derartige Messungen nur durch optische Beobachtung möglich (Bohr- lochendoskopie). Diese Art der Messung ist sehr aufwendig.The measurement of displacements in the mountains is very important because the results of basic tests according to DIN 21521 show that shear stresses in particular allow the slightest deformation until an anchor fails. So far, such measurements have only been possible through optical observation (borehole endoscopy). This type of measurement is very complex.
Aus der DE-OS 17 73 862 ist eine Scherstreifenvorrichtung zur Ermittlung von Erdbewegungen bekannt. Dabei wird ein zu einem Rohr geformter Scherstreifen in einem Bohrloch angeordnet. Entlang des rohrförmigen Scherstreifens erstrecken sich zwei Leitungen, wobei zwischen den Leitungen in regelmäßigen Abständen Widerstände angeordnet sind. Der Scherstreifen wird in dem Bohrloch vermörtelt und so in seiner Stellung gehalten. Die Vermörtelung ist sehr aufwendig und führt insbesondere dann zu großen Schwierigkeiten, wenn das Bohrloch senkrecht angeordnet ist.From DE-OS 17 73 862 a shear strip device for determining earth movements is known. A shear strip formed into a tube is placed in a borehole. Two lines extend along the tubular shear strip, resistances being arranged at regular intervals between the lines. The shear strip is mortared in the borehole and thus held in its position. The grouting is very complex and leads to great difficulties especially when the borehole is arranged vertically.
Der Erfindung liegt die Aufgabe zugrunde, ein einfaches und kostengünstiges Verfahren und Vorrichtungen zum Messen von Verschiebungen im Gebirge zur Verfügung zu stellen.The invention has for its object a simple and inexpensive To provide methods and devices for measuring displacements in the mountains.
Diese Aufgabe wird durch die Merkmale der Ansprüche 1 und 2 gelöst.This object is solved by the features of claims 1 and 2.
Weiterbildungen sind in den Unteransprüchen aufgeführt.Further training is listed in the subclaims.
Bei dem erfindungsgemäßen Verfahren wird zunächst in das Gebirge ein Bohrloch gebohrt und in dieses Bohrloch ein elektrisch leitendes Rohr, dessen Durchmesser dem Bohrlochdurchmesser angepaßt ist, gesetzt. In dem elektrisch leitenden Rohr befindet sich ein isolierter elektrischer Leiter. Sowohl das elektrisch leitende Rohr als auch der elektrische Leiter werden an ein elektrisches Meßgerät zur Durchgangsmessung angeschlossen.In the method according to the invention, a borehole is first drilled in the mountains and an electrically conductive tube, the diameter of which is adapted to the borehole diameter, is placed in this borehole. An insulated electrical conductor is located in the electrically conductive tube. Both the electrically conductive tube and the electrical conductor are connected to an electrical measuring device for continuity measurement.
Die erfindungsgemäße Vorrichtung besteht somit aus einem Metall-, insbesondere Stahlrohr, in dem ein isolierter elektrischer Leiter etwa parallel zur Längserstrek- kung angeordnet ist. Das Stahlrohr wird in ein etwa gleichkalibriertes Bohrloch gesetzt. Sowohl das Stahlrohr als auch der elektrische Leiter ist an ein elektrisches Meßgerät zur Durchgangsmessung angeschlossen. In diesem Einbauzustand kann kein Durchgang zwischen dem elektrischen Leiter und dem Stahlrohr festgestellt werden. Verschieben sich nun Gebirgsschichten oder Gebirgsteile im Anker- durchtrittsbereich gegenläufig, wird zunächst das Stahlrohr deformiert. Bei weiterer Verschiebung zerstört das Stahlrohr die Isolierung des elektrischen Leiters und es wird ein Durchgang gemessen. Wird der Durchgang gemessen, so beträgt der zu- rückgelegte Meßweg:The device according to the invention thus consists of a metal tube, in particular a steel tube, in which an insulated electrical conductor is arranged approximately parallel to the longitudinal extent. The steel pipe is placed in an approximately equally calibrated borehole. Both the steel tube and the electrical conductor are connected to an electrical measuring device for continuity measurement. In this installed state, no continuity between the electrical conductor and the steel pipe can be determined. If the mountain strata or parts of the mountain move in opposite directions in the anchor passage area, the steel pipe is first deformed. With further displacement, the steel pipe destroys the insulation of the electrical conductor and a continuity is measured. If the continuity is measured, the measuring distance covered is:
Meßweg = (Bohrloch-0) - (2 x Rohrwandstärke) - (0 Leiter)Measuring path = (borehole-0) - (2 x pipe wall thickness) - (0 conductor)
Grundlage der Festlegung von Meßwegen sind die Prüfungsergebnisse der Grundsatzprüfung nach DIN 21521. Im Rahmen der Grundsatzprüfung wird dasThe test results of the basic test according to DIN 21521 form the basis for the determination of measuring paths
Trag- und Verformungsverhalten von Gebirgsankern bei Scherbeanspruchung untersucht. Hierzu werden die Anker in ein Modellgebirge (zwei Betonblöcke: Scherebene zwischen beiden Blöcken) eingebaut und anschließend beansprucht. Mit Hilfe einer derartigen Kennlinie kann das Verhalten der eingebauten Anker unter Scherung beschrieben werden. Ausgehend von der maximalen Verformung beim Versagen des Ankers können so verschiedene Meßwege für die Verformungsmessung im Gebirge bestimmt werden.Load and deformation behavior of rock anchors under shear stress examined. For this purpose, the anchors are installed in a model rock (two concrete blocks: shear plane between the two blocks) and then stressed. With the help of such a characteristic, the behavior of the installed anchors under shear can be described. On the basis of the maximum deformation when the anchor fails, various measuring paths can be determined for the deformation measurement in the mountains.
Mit Hilfe unterschiedlicher Bohrlochdurchmesser und entsprechend angepaßten Vorrichtungen (Metallrohr und isolierter Leiter) können unterschiedliche Meßwege verwirklicht werden.With the help of different borehole diameters and correspondingly adapted devices (metal pipe and insulated conductor), different measuring paths can be realized.
Beträgt beispielsweise die Stahlrohrwandstärke 1 mm und der Durchmesser des Leiters (ohne Isolierung) 10 mm, ergibt sich für einen Bohrlochdurchmesser von 52 mm folgender Meßweg:For example, if the steel tube wall thickness is 1 mm and the diameter of the conductor (without insulation) is 10 mm, the following measuring path results for a borehole diameter of 52 mm:
Meßweg 1 = 52 mm - (2 x 1 mm) - 10 mm = 40 mmMeasuring path 1 = 52 mm - (2 x 1 mm) - 10 mm = 40 mm
Beträgt der Bohrlochdurchmesser 32 mm, ergibt sich:If the borehole diameter is 32 mm, the result is:
Meßweg 2 = 32 mm - (2 x 1 mm) - 10 mm = 20 mmMeasuring path 2 = 32 mm - (2 x 1 mm) - 10 mm = 20 mm
Es ist auch möglich mehrere verschieden lange Leiter in dem Stahlrohr vorzusehen. Auf diese Weise können Verschiebungen für mehrere Meßhorizonte festgestellt werden.It is also possible to provide several conductors of different lengths in the steel tube. In this way, shifts can be determined for several measurement horizons.
Es ist auch möglich in einem Bohrloch mehrere Stahlrohre ineinander anzuordnen. Auf diese Weise können mehrere Meßwegstufen in einem Bohrloch aufgenommen werden.It is also possible to arrange several steel pipes one inside the other in a borehole. In this way, several measuring path stages can be recorded in one borehole.
Die vorgenannten, sowie die beanspruchten und in dem Ausführungsbeispiel beschriebenen, erfindungsgemäß zu verwendenden Bauteile unterliegen hinsichtlich ihrer Größe, Formgestaltung, Materialauswahl und technischen Konzeption keinen besonderen Ausnahmebedingungen, so daß die in dem jeweiligen Anwendungsgebiet bekannten Auswahlkriterien uneingeschränkt Anwendung finden können.The aforementioned components, as well as those claimed and described in the exemplary embodiment, to be used according to the invention are subject to their size, shape, material selection and technical conception have no special exceptions, so that the selection criteria known in the respective area of application can be used without restriction.
Weitere Einzelheiten, Merkmale und Vorteile des Gegenstandes der Erfindung ergeben sich aus der nachfolgenden Beschreibung der zugehörigen Zeichnung, in der - beispielhaft - eine bevorzugte Ausführungsform der Vorrichtung zum Messen von Verschiebungen im Gebirge dargestellt ist. In der Zeichnung zeigen:Further details, features and advantages of the subject matter of the invention result from the following description of the accompanying drawing, in which - by way of example - a preferred embodiment of the device for measuring displacements in the mountains is shown. The drawing shows:
Fig. 1 eine schematische Darstellung des Verfahrens und der Vorrichtung zum Messen von Verschiebungen im Gebirge mit einem elektrischen Leiter;Figure 1 is a schematic representation of the method and apparatus for measuring displacements in the mountains with an electrical conductor.
Fig. 2 das Meßprinzip des Verfahrens und der Vorrichtung zum Messen von Verschiebungen im Gebirge mit zwei elektrischen Leitern unterschiedlicher LängeFig. 2 shows the measuring principle of the method and the device for measuring displacements in the mountains with two electrical conductors of different lengths
Figur 1 zeigt einen elektrischen Leiter 1 mit einer Isolierung 6. Dieser Leiter 1 befindet sich in einem elektrisch leitenden Rohr 2, das in einem Bohrloch 3 etwa gleichen Durchmessers in einem Gebirge 4 angeordnet ist. Das Gebirge 4 ist - um das Prinzip zu verdeutlichen - aus den Schichten 4a und 4b bestehend dargestellt. Auf diese Schichten wirken die mit Pfeilen dargestellten Kräfte ein. Der Leiter 1 und das Rohr 2 sind an ein Meßgerät 5 zur elektrischen Durchgangsmessung angeschlossen.Figure 1 shows an electrical conductor 1 with insulation 6. This conductor 1 is located in an electrically conductive tube 2, which is arranged in a borehole 3 of approximately the same diameter in a rock 4. To clarify the principle, the mountain 4 is shown consisting of the layers 4a and 4b. The forces shown by arrows act on these layers. The conductor 1 and the tube 2 are connected to a measuring device 5 for electrical continuity measurement.
Auf der rechten Seite der Figur 1 sind drei Phasen der Messungen dargestellt. Die Phase 1 entspricht dem Eiπbauzustand. Es kann kein Durchgang zwischen der Leitung 1 und dem Rohr 2 gemessen werden. In der Phase 2 haben Verschiebungen im Gebirge das Rohr 2 deformiert, das gegen Ende der Phase 2 Kontakt mit der unbeschädigten Isolierung 6 des Leiters 1 hat. Es kann kein Durchgang zwi- sehen dem Leiter 1 und dem Rohr 2 gemessen werden. In der Phase 3 hat das Rohr 2 nach weiteren Verschiebungen im Gebirge 4 die Isolierung 6 des Leiters 1 zerstört. Es wird ein Durchgang zwischen dem Leiter 1 und dem Rohr 2 gemessen.Three phases of the measurements are shown on the right-hand side of FIG. Phase 1 corresponds to the built-in state. No continuity between line 1 and pipe 2 can be measured. In phase 2, displacements in the mountains have deformed the tube 2, which has contact with the undamaged insulation 6 of the conductor 1 towards the end of phase 2. No continuity between the conductor 1 and the tube 2 can be measured. In phase 3, the tube 2 has the insulation 6 of the conductor 1 after further displacements in the mountains 4 destroyed. A continuity between the conductor 1 and the tube 2 is measured.
In der Figur 2 ist das Verfahren und die Vorrichtung zum Messen der Verschiebungen im Gebirge mit zwei unterschiedlich langen elektrischen Leitern 1b und 1b dargestellt. Die anderen Bezugszeichen haben die gleiche Bedeutung wie in der Figur 1. Auf diese Weise können Verschiebungen für zwei Meßhorizonte festgestellt werden. FIG. 2 shows the method and the device for measuring the displacements in the mountains with two electrical conductors 1b and 1b of different lengths. The other reference symbols have the same meaning as in FIG. 1. In this way, shifts can be determined for two measurement horizons.
BezuqszeichenlisteReference list
1 elektrischer Leiter1 electrical conductor
1a elektrischer Leiter1a electrical conductor
1b elektrischer Leiter1b electrical conductor
2 Rohr2 pipe
3 Bohrloch3 borehole
4 Gebirge4 mountains
4a Schichten4a layers
4b Schichten4b layers
5 elektrisches Meßgerät5 electrical measuring device
6 Isolierung 6 insulation

Claims

Patentansprüche claims
1. Verfahren zum Messen von Verschiebungen im Gebirge, bei dem in das Gebirge ein Bohrloch gebohrt wird, in das Mittel zum Messen der Verschiebung gesetzt werden, dadurch gekennzeichnet, daß in das Bohrloch (3) mindestens ein elektrisch leitendes Rohr (2) mit mindestens einem isolierten elektrischen Leiter (1) parallel zur Längserstreckung gesetzt wird und an das Rohr (2) und den elektrischen Leiter (1 ) ein elektrisches Meßgerät (5) zur Durchgangsmessung angeschlossen wird.1. A method for measuring displacements in the mountains, in which a borehole is drilled in the mountains, placed in the means for measuring the displacement, characterized in that in the borehole (3) at least one electrically conductive tube (2) with at least an insulated electrical conductor (1) is placed parallel to the longitudinal extent and an electrical measuring device (5) for continuity measurement is connected to the pipe (2) and the electrical conductor (1).
2. Vorrichtung zum Messen von Verschiebungen im Gebirge mit einem Rohr in einem Bohrloch und einem Mittel zum Messen der Verschiebung, dadurch gekennzeichnet, daß mindestens ein isolierter elektrischer Leiter (1 ) in mindestens einem elektrisch leitenden Rohr (2) angeordnet ist, das sich in einem Bohrloch (3) im Gebirge (4) befindet und an das Rohr (2) und dem elektrischen Leiter (1 ) ein elektrisches Meßgerät (5) zur Durchgangsmessung angeschlossen ist.2. Device for measuring displacements in the mountains with a tube in a borehole and a means for measuring the displacement, characterized in that at least one insulated electrical conductor (1) is arranged in at least one electrically conductive tube (2), which is in a borehole (3) in the mountains (4) and an electrical measuring device (5) for continuity measurement is connected to the pipe (2) and the electrical conductor (1).
3. Vorrichtung nach Anspruch 2, dadurch gekennzeichnet, daß mehrere verschieden lange elektrische Leiter (1 ) in dem Rohr (2) vorgesehen sind.3. Apparatus according to claim 2, characterized in that several electrical conductors of different lengths (1) are provided in the tube (2).
Vorrichtung nach einem der Ansprüche 2 oder 3, dadurch gekennzeichnet, daß mehrere elektrisch leitende Rohre (2) ineinander angeangeordnet sind. Device according to one of claims 2 or 3, characterized in that a plurality of electrically conductive pipes (2) are arranged one inside the other.
EP00938775A 1999-06-07 2000-06-07 Device for measuring shifts in mountains Withdrawn EP1183497A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19925733A DE19925733C2 (en) 1999-06-07 1999-06-07 Arrangement for measuring displacements in the mountains
DE19925733 1999-06-07
PCT/EP2000/005282 WO2000075604A1 (en) 1999-06-07 2000-06-07 Device for measuring shifts in mountains

Publications (1)

Publication Number Publication Date
EP1183497A1 true EP1183497A1 (en) 2002-03-06

Family

ID=7910314

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00938775A Withdrawn EP1183497A1 (en) 1999-06-07 2000-06-07 Device for measuring shifts in mountains

Country Status (5)

Country Link
US (1) US6646440B1 (en)
EP (1) EP1183497A1 (en)
AU (1) AU763027B2 (en)
DE (1) DE19925733C2 (en)
WO (1) WO2000075604A1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004026702B3 (en) * 2004-05-28 2006-02-09 Deutsche Montan Technologie Gmbh Apparatus for testing anchor holes
US20060071113A1 (en) * 2004-09-24 2006-04-06 Dente Gerald A Jr Hose-and cord-winding device, binding element, and associated method
US7256483B2 (en) * 2004-10-28 2007-08-14 Philips Lumileds Lighting Company, Llc Package-integrated thin film LED
US7858408B2 (en) * 2004-11-15 2010-12-28 Koninklijke Philips Electronics N.V. LED with phosphor tile and overmolded phosphor in lens
US8390295B2 (en) * 2008-07-11 2013-03-05 Baker Hughes Incorporated Method and apparatus for focusing in resistivity measurement tools using independent electrical sources
CN105840239B (en) * 2016-04-05 2018-06-12 中国矿业大学 The real-time active probe of the hidden disaster in mine and passive monitoring integration system and method

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3477019A (en) * 1967-07-21 1969-11-04 Teledyne Ind Rupture strip for indicating earth movement
SU777220A1 (en) * 1977-08-25 1980-11-07 Всесоюзный научно-исследовательский институт гидрогеологии и инженерной геологии Device for measuring depth deformations of rock
CA1155178A (en) * 1978-01-06 1983-10-11 David Wright Detecting and measuring the position of a break in solid formations
DE2925181A1 (en) * 1979-06-22 1981-01-22 Herzfeld Heinz Contact bar for vehicle parking collision prevention - has deformable fluid container or electromechanical transducers connected to e.g. dashboard indicator
DE2941776C2 (en) 1979-10-16 1982-05-19 Bergwerksverband Gmbh, 4300 Essen Measuring device for changes in length and cross-section of boreholes
HU206161B (en) 1985-01-30 1992-08-28 Tatabanyai Banyak Vallalat Device for indicating kinetic processes in situ, in a solid medium

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO0075604A1 *

Also Published As

Publication number Publication date
AU763027B2 (en) 2003-07-10
DE19925733A1 (en) 2001-01-11
US6646440B1 (en) 2003-11-11
DE19925733C2 (en) 2001-07-19
WO2000075604A1 (en) 2000-12-14
AU5403800A (en) 2000-12-28

Similar Documents

Publication Publication Date Title
DE2349181A1 (en) METHOD AND DEVICE FOR ANALYZING VOLTAGE AND LOAD CONDITIONS
DE69434746T2 (en) Enhanced, grease-lubricated cable assembly for real-time surface imaging
DE69824073T2 (en) Rock anchor with voltmeter
DE2513223B2 (en) Device for displaying petroleum products
DE1773862A1 (en) Shear strip device for detecting earth movements
DE2742591A1 (en) METHOD AND DEVICE FOR DETECTING THE JAMING POINT OF A STRING IN A DRILLING HOLE
DE3531478A1 (en) PROBE FOR MONITORING THE CORROSION OF A CONCRETE STEEL PART IN CONCRETE
EP1183497A1 (en) Device for measuring shifts in mountains
EP0253826B1 (en) Reinforcement rod, process for detecting mechanical defects in fiber composite building elements
DE19521018C2 (en) Pipe system, in particular for the transmission of district heating
DE2941776C2 (en) Measuring device for changes in length and cross-section of boreholes
EP0585537B1 (en) Supporting element protected against corrosion for an earth or rock anchor, pressure pile or the like
EP2150674B1 (en) Method and device for verifying the casing of a pipeline when the pipeline is inserted into a liquid-filled borehole
DE677008C (en) Resistance element for electrical liquid level indicator
DE2062688C3 (en) Method and device for measuring the changes in the rock surrounding a mining cavity with the aid of measuring anchors
EP2205813A2 (en) Method and device for testing the coating of a pipeline while laying the pipeline in a liquid-filled borehole
DE2346377A1 (en) PROCEDURE FOR USING SOIL GAUGE DEVICES
DE2631642C3 (en) Procedure for creating a small well
DE3542912A1 (en) MEASURING ROD FOR DETERMINING THE FROM A WORKING MACHINE, A DRIVE DEVICE OR THE LIKE. TRAVELED
DE19853332C1 (en) Process for the electrical contacting of concrete reinforcements
DE19815427A1 (en) Ground anchor for cable systems e.g. used for bridge suspension
AT396152B (en) SHELL PIPE FOR A STEEL REINFORCING BAR
EP1340989B1 (en) Device and method for measuring potentials in the soil
DE8621304U1 (en) Borehole probe
DE2304368A1 (en) PIPING WITH AN ELECTRICAL SAFETY DEVICE

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

17P Request for examination filed

Effective date: 20010912

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20040817