EP3551828B1 - Method and system for determining a soil class - Google Patents

Method and system for determining a soil class Download PDF

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Publication number
EP3551828B1
EP3551828B1 EP17811548.1A EP17811548A EP3551828B1 EP 3551828 B1 EP3551828 B1 EP 3551828B1 EP 17811548 A EP17811548 A EP 17811548A EP 3551828 B1 EP3551828 B1 EP 3551828B1
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Prior art keywords
soil
drilling
drilling device
class
earth
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EP17811548.1A
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German (de)
French (fr)
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EP3551828A1 (en
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Sebastian Fischer
Markus Hamers
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Tracto Technik GmbH and Co KG
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Tracto Technik GmbH and Co KG
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B49/00Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
    • E21B49/003Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells by analysing drilling variables or conditions
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00Investigation of foundation soil in situ
    • E02D1/02Investigation of foundation soil in situ before construction work
    • E02D1/022Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/04Directional drilling
    • E21B7/046Directional drilling horizontal drilling
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21CMINING OR QUARRYING
    • E21C39/00Devices for testing in situ the hardness or other properties of minerals, e.g. for giving information as to the selection of suitable mining tools

Definitions

  • the invention relates to a method and a system for determining a soil class.
  • the subsoil When carrying out structural measures, it is important to make statements about the subsoil for the planned measures. This can be described according to the type, location and condition of soil, rock and groundwater.
  • the information about the subsurface can help to avoid bad investments and prevent structural damage.
  • the forces acting on the subsoil by the construction project or a structure can be taken into account in order to assess whether the type, location and condition of the soil, rock and groundwater conflict with the planned design of the construction project or whether measures need to be taken to secure the construction project.
  • the subsurface is explored by experts in geotechnics or engineering geology, whereby samples are taken and the samples analyzed. Such examinations or investigations are subject to appropriate qualifications and are time-consuming.
  • US 2013/000980 A1 discloses a system and method for determining soil properties.
  • the process uses pressure cells, navigation sensors and an odometer.
  • the odometer it is described that it is designed to determine the length of the drill string and also to determine the propulsion, so that the US 2013/000980 A1 teaches the use of sensors that measure parameters.
  • US 2016/0069182 A1 discloses an apparatus and method in which measurements are taken during drilling to determine mechanical interfaces and mechanical properties along the earth bore. Data from sensors provided in a bottomhole assembly is used to determine the properties.
  • EP 1 942 247 A1 discloses a method and apparatus for creating a hole in the ground by displacement drilling. It is described that a particularly precise characterization of the drilled soil and thus a particularly precise determination of the load-bearing capacity is made possible by using the measured variables such as torque on the drill string, the penetration depth of the drill string per revolution and/or the penetration force of the drill string. This describes the recording or determination of measured variables by means of one or more recording devices on the drive device.
  • US 2012/0255781 A1 discloses an apparatus and method using a nozzle bit. It is described how to calculate a material removal rate, which results from multiplying the feed rate by the cross section of the earth bore. It is highlighted that the removal rate based on the volume allows better access than the removal rate based on the mass, since this consideration would also take into account the density of the rock, which would make the analysis more difficult.
  • US 2006/0212224 A1 discloses the determination of rock properties using measurements actually taken during drilling by a system that carries out measurements while drilling (MWD) systems.
  • the object of the invention is therefore to be able to determine a soil class more easily.
  • the core idea of the invention is to determine a soil class for an earth drilling to be carried out, in particular an earth drilling which is not primarily carried out to determine the soil class, but rather to pull in pipes and / or to replace lines or pipes. This doesn’t say sampling with a subsequent sample analysis in the foreground, but the parameters with which the earth drilling is created are used to determine the soil class.
  • the parameters of the earth drilling device itself can be used to determine the soil class.
  • the invention has recognized for the first time that when drilling a hole in the ground, it is possible to classify the soil or subsoil based on the machine's drilling data. A soil class can be determined from the knowledge of how the hole was drilled into the ground and the knowledge of which drilling tool was used.
  • the invention creates a method for determining a soil class according to claim 1.
  • soil class in the sense of the invention refers to a classification or classification of soils, in particular for structural purposes. Different classifications are possible, for example a classification according to grain sizes and grain size distribution, according to water content, according to plasticity and consistency, according to organic substance, according to strength, according to hardness and workability and/or according to solubility.
  • a soil class can be a classification in which, as a result, a comprehensive classification of the soil, namely into two adjacent classes, is possible.
  • a soil class can be a classification based on solubility and earth engineering properties;
  • a classification of the soil classes can be based in particular on the basis of 18300 VOB/C "Earthworks” or on ÜNORM B2205 "Earthworks/works contract standard", in particular on the basis of DIN 18324 (VOB procurement and contract regulations for construction work - Part C: General technical contractual conditions for construction work (ATV) - horizontal directional drilling).
  • earth drilling device in the sense of the invention includes any device with which “earth drilling” can be carried out.
  • An earth drilling device can be any device which moves a drill pipe, in particular with drill pipe sections, with a drill head in an existing or to be created channel in the ground in order to create or expand an earth bore, in particular a horizontal bore (HD), or to pipe lines or other long bodies in to pull in the soil.
  • the earth drilling device can in particular be an HD device.
  • An earth drilling device comprises a device driving a drill pipe, which works to displace soil, and introduces the drill pipe into the soil in a rotational and/or translational manner in the longitudinal axial direction of the drill pipe.
  • HD horizontal drilling
  • earth channels including earth drillings, rock drillings or earth lines as well as underground or above-ground pipelines and water channels, which can be created or drawn in using an appropriate earth drilling device.
  • drill head in the sense of the invention describes a drilling tool attached to the end of a drill pipe, which is inserted into the earth borehole in front of the drill pipe connected to it.
  • the drill head can have outlets for drilling fluid, whereby the drilling fluid can be used to soften the soil in front of the drill head of the earth drilling device and thereby improve the cutting effect of the drill head.
  • a mixture of water and a mineral, in particular bentonite, and possibly some additives, which can also be mineral, can be used as the drilling fluid.
  • the type of drill head is selected as a parameter of the earth drilling device. This allows the first parameter in the form of the material used to drill the earth hole, in particular the type of drilling tool, which is reflected in the type of drill head, to be taken into account.
  • the type of drill head can be a soft, medium, hard drill head, roller bit, fishtail bit, diamond bit, PDC bit, hybrid bit, eccentric roller bit, large hole roller bit, wing bit or impact drill bit.
  • complex information can be generated with which the classification of the soil is possible. For example, in easily soluble rocks, an "oversized" drill head can be inserted into the soil differently than a drill head specially adapted for the easily soluble rock.
  • the torque, the tensile/compressive force, the feed speed, the flushing rate and/or the rotation speed are selected as the operating parameters of the earth drilling device.
  • a classification or determination of the soil class can be carried out from the current drilling data, such as the settings on the earth drilling device are selected in order to currently carry out the earth drilling.
  • a complex consideration of part or all of the operating parameters together with the parameters of the earth drilling device is possible.
  • a signal from a sensor on the drill head is additionally used, whereby the signal can be assigned in particular to a pressure in the earth bore and/or a soil condition.
  • the pressure in the borehole and/or the nature of the ground can also be taken into account.
  • All types of pressure sensors are possible as absolute or differential pressure sensors with different physical principles. Examples of this are piezoresitive, piezoelectric, capacitive and inductive pressure sensors as well as pressure sensors with Hall elements etc. Examples of sensors relating to ground conditions include: Seismic sensors; Sound pressure sensors for measuring ground-dependent structure-borne noise; Scratch sensors or acoustic geo scanners.
  • the location of the drill head is determined and the determined soil class is assigned to the location. This allows the soil class to be geographically assigned, which can be used, for example, to provide information about a construction project at a later date.
  • a database is created that provides an assignment of location and soil class, so that when a construction site is added, this database can be queried and appropriate measures can be selected.
  • An assignment to commercially or freely offered maps e.g. Google Earth is possible.
  • the invention also provides a system for determining a soil class according to claim 5.
  • the system can in particular have a programmed control that processes commands or a logic-based control with which the parameters and/or operating parameters of the earth drilling device can be recorded in order to determine the soil class for the soil.
  • a programmed control that processes commands or a logic-based control with which the parameters and/or operating parameters of the earth drilling device can be recorded in order to determine the soil class for the soil.
  • the type of drilling tool can be entered by an operator or the drill head can be recognized by the system, for example using a sensor.
  • the operating parameters of the earth drilling device in the form of machine data such as torque, tensile/compressive force, feed speed, flushing rate and/or rotation speed, can be read from the earth drilling device when the earth drilling is created.
  • a database may include the different operating parameters of the earth boring device and/or the parameters of the earth boring device and assign a soil class to a combination present in the database.
  • a tuple having the operating parameters of the earth drilling device and/or the parameter of the earth drilling device can be assigned to a soil class.
  • the evaluated or determined soil class can influence the machine control of the earth drilling device, for example to optimize the process of drilling the earth hole. It is also possible for fuzzy logic to be used to determine the soil class from the operating parameters of the earth drilling device and/or the parameters of the earth drilling device.
  • a sensor is arranged on the drill head and the signal from the sensor is used to determine the soil class.
  • the sensor can be designed to determine the pressure in the earth bore.
  • the sensor arranged on the drill head can also be a sensor for detecting the condition of the ground.
  • the system comprises a locating unit with which the location of the drill head can be determined, the unit linking a date assigned to the location of the drill head to the determined soil class.
  • the only figure shows a schematic, partially sectioned representation of an earth drilling device 1 with a drill pipe 2 and a drill head 3 attached to the front of the drill pipe 2.
  • an earth bore 4 is drilled into the ground.
  • a program 5, which runs in hardware of the earth drilling device 1, records the parameters of the earth drilling device 1 and the operating parameters of the earth drilling device 1.
  • the program 5 can, for example, if for the operating parameters of the earth drilling device 1 a high torque, a high pressure force, a low feed rate was determined and for the parameter of the earth drilling device 1 that a roller bit is used, classify the soil into soil class "six".

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Analytical Chemistry (AREA)
  • Chemical & Material Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Soil Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Earth Drilling (AREA)

Description

Die Erfindung betrifft ein Verfahren und ein System zum Ermitteln einer Bodenklasse.The invention relates to a method and a system for determining a soil class.

Bei baulichen Maßnahmen gilt es, Aussagen über den Untergrund für die geplanten Maßnahmen zu treffen. Dabei kann dieser nach Art, Lage und Zustand von Boden, Gestein und Grundwasser beschrieben werden. Die Aussagen über den Untergrund können dazu beitragen, Fehlinvestitionen zu vermeiden und Bauschäden vorzubeugen. Dabei können die von der Baumaßnahme oder einem Bauwerk auf den Untergrund einwirkenden Kräfte einfließen, um zu beurteilen, ob Art, Lage und Zustand von Boden, Gestein und Grundwasser einer geplanten Ausgestaltung der Baumaßnahme entgegenstehen oder Maßnahmen ergriffen werden müssen, die Baumaßnahme zu sichern. In der Regel erfolgt das Erkunden des Untergrunds durch Sachverständige der Geotechnik bzw. der Ingenieurgeologie, wobei Proben genommen und die Proben analysiert werden. Derartige Untersuchungen bzw. Ermittlungen sind personenentsprechender Qualifikation vorbehalten und aufwendig.When carrying out structural measures, it is important to make statements about the subsoil for the planned measures. This can be described according to the type, location and condition of soil, rock and groundwater. The information about the subsurface can help to avoid bad investments and prevent structural damage. The forces acting on the subsoil by the construction project or a structure can be taken into account in order to assess whether the type, location and condition of the soil, rock and groundwater conflict with the planned design of the construction project or whether measures need to be taken to secure the construction project. As a rule, the subsurface is explored by experts in geotechnics or engineering geology, whereby samples are taken and the samples analyzed. Such examinations or investigations are subject to appropriate qualifications and are time-consuming.

US 2013/000980 A1 offenbart ein System und ein Verfahren zur Bestimmung von Erdbodeneigenschaften. Bei dem Verfahren werden Druckmessdosen, Navigationssensoren und ein Wegstreckenzähler verwendet. Hinsichtlich des Wegstreckenzählers wird beschrieben, dass dieser zum Ermitteln der Länge des Bohrstrangs und auch zum Ermitteln des Vortriebs ausgestaltet ist, so dass die US 2013/000980 A1 die Verwendung von Sensoren, die Parameter messen, lehrt. US 2013/000980 A1 discloses a system and method for determining soil properties. The process uses pressure cells, navigation sensors and an odometer. With regard to the odometer, it is described that it is designed to determine the length of the drill string and also to determine the propulsion, so that the US 2013/000980 A1 teaches the use of sensors that measure parameters.

US 2016/0069182 A1 offenbart eine Vorrichtung und ein Verfahren, bei der bzw. dem Messungen während der Bohrung durchgeführt werden, um mechanische Grenzflächen und mechanische Eigenschaften entlang der Erdbohrung zu bestimmen. Daten von Sensoren, die in einer Bohrlochsohlenanordnung vorgesehen sind, werden verwendet, um die Eigenschaften zu ermitteln. US 2016/0069182 A1 discloses an apparatus and method in which measurements are taken during drilling to determine mechanical interfaces and mechanical properties along the earth bore. Data from sensors provided in a bottomhole assembly is used to determine the properties.

EP 1 942 247 A1 offenbart ein Verfahren und eine Vorrichtung zum Erstellen einer Bohrung im Boden durch Verdrängerbohren. Es wird beschrieben, dass eine besonders genaue Charakterisierung des durchörterten Bodens und somit eine besonders genaue Bestimmung der Tragfähigkeit ermöglicht werde, indem die betrachteten Messgrößen wie Drehmoment am Bohrstrang, die Eindringtiefe des Bohrstranges pro Umdrehung und/oder die Eindringkraft des Bohrstrangs herangezogen werden. Damit wird eine Messgrößenaufnahme bzw. -bestimmung mittels einer oder mehrerer Aufnehmereinrichtungen an der Antriebsvorrichtung beschrieben. EP 1 942 247 A1 discloses a method and apparatus for creating a hole in the ground by displacement drilling. It is described that a particularly precise characterization of the drilled soil and thus a particularly precise determination of the load-bearing capacity is made possible by using the measured variables such as torque on the drill string, the penetration depth of the drill string per revolution and/or the penetration force of the drill string. This describes the recording or determination of measured variables by means of one or more recording devices on the drive device.

US 2012/0255781 A1 offenbart eine Vorrichtung und ein Verfahren mittels Verwendung eines Düsenmeißels. Es wird beschrieben, eine Abtragsleistung zu berechnen, die sich aus einer Multiplikation der Vorschubgeschwindigkeit mit dem Querschnitt der Erdbohrung ergibt. Dabei wird herausgestellt, dass die Abtragsleistung bezogen auf das Volumen einen besseren Zugang erlaube als die Abtragsleistung bezogen auf die Masse, da bei dieser Betrachtung auch die Dichte des Gesteins einginge, was die Analyse erschweren würde. US 2012/0255781 A1 discloses an apparatus and method using a nozzle bit. It is described how to calculate a material removal rate, which results from multiplying the feed rate by the cross section of the earth bore. It is highlighted that the removal rate based on the volume allows better access than the removal rate based on the mass, since this consideration would also take into account the density of the rock, which would make the analysis more difficult.

US 2006/0212224 A1 offenbart die Bestimmung von Gesteinseigenschaften unter Verwendung von real während der Bohrung ermittelten Messungen eines Systems, welches Messungen während der Bohrung ("measurement-while-drilling (MWD) systems") durchführt. US 2006/0212224 A1 discloses the determination of rock properties using measurements actually taken during drilling by a system that carries out measurements while drilling (MWD) systems.

Aufgabe der Erfindung ist es daher, eine Bodenklasse einfacher ermitteln zu können.The object of the invention is therefore to be able to determine a soil class more easily.

Die Aufgabe wird durch die Gegenstände der nebengeordneten Patentansprüche gelöst. Vorteilhafte Weiterbildungen der Gegenstände der nebengeordneten Patentansprüche sind Gegenstand der jeweiligen abhängigen Patentansprüche und ergeben sich aus der nachfolgenden Beschreibung.The task is solved by the subjects of the independent patent claims. Advantageous developments of the subjects of the independent patent claims are the subject of the respective dependent patent claims and result from the following description.

Kerngedanke der Erfindung ist es, bei einer durchzuführenden Erdbohrung, insbesondere auch einer Erdbohrung, die insbesondere nicht primär zum Ermitteln der Bodenklasse durchgeführt wird, sondern zum Einziehen von Rohren und/oder zum Austausch von Leitungen oder Rohren, eine Bodenklasse zu ermitteln. Dabei steht nicht die Probennahme mit einer nachfolgenden Probenanalyse im Vordergrund, sondern die Parameter, mit denen die Erdbohrung erstellt wird, werden für die Ermittlung der Bodenklasse verwertet. Die Parameter der Erdbohrvorrichtung selbst können für die Ermittlung der Bodenklasse verwendet werden. Die Erfindung hat erstmals erkannt, dass bei der Erstellung einer Bohrung im Erdreich eine Klassifizierung des Bodens bzw. Untergrunds auf Basis der Bohrdaten der Maschine möglich ist. Aus der Erkenntnis, wie die Bohrung ins Erdreich eingebracht wurde und der Kenntnis, welches Bohrwerkzeug verwendet wurde, kann eine Bodenklasse ermittelt werden.The core idea of the invention is to determine a soil class for an earth drilling to be carried out, in particular an earth drilling which is not primarily carried out to determine the soil class, but rather to pull in pipes and / or to replace lines or pipes. This doesn’t say sampling with a subsequent sample analysis in the foreground, but the parameters with which the earth drilling is created are used to determine the soil class. The parameters of the earth drilling device itself can be used to determine the soil class. The invention has recognized for the first time that when drilling a hole in the ground, it is possible to classify the soil or subsoil based on the machine's drilling data. A soil class can be determined from the knowledge of how the hole was drilled into the ground and the knowledge of which drilling tool was used.

Die Erfindung schafft ein Verfahren zum Ermitteln einer Bodenklasse gemäß Anspruch 1.The invention creates a method for determining a soil class according to claim 1.

Der Begriff "Bodenklasse" im Sinne der Erfindung betrifft eine Klassifizierung bzw. Einteilung von Böden, insbesondere für bautechnische Zwecke. Unterschiedliche Klassifizierungen sind möglich, wobei beispielsweise eine Klassifikation nach Korngrößen und Korngrößenverteilung, nach Wassergehalt, nach Plastizität und Konsistenz, nach organischer Substanz, nach Festigkeit, nach Härte und Bearbeitbarkeit und/oder nach Löslichkeit möglich ist. Insbesondere kann es sich bei einer Bodenklasse um eine Einteilung handeln, bei der im Ergebnis auch eine übergreifende Klassifizierung des Bodens, nämlich in zwei benachbarte Klassen, möglich ist. Insbesondere kann es sich bei einer Bodenklasse um eine Einteilung nach der Lösbarkeit und der erdbautechnischen Eigenschaften handeln; eine Einteilung der Bodenklassen kann insbesondere auf Basis von 18300 VOB/C "Erdarbeiten" bzw. von ÜNORM B2205 "Erdarbeiten/Werkvertragsnorm", insbesondere auf Basis der DIN 18324 (VOB Vergabe- und Vertragsordnung für Bauleistungen - Teil C: Allgemeine Technische Vertragsbedingungen für Bauleistungen (ATV) - Horizontalspülbohrarbeiten) erfolgen.The term “soil class” in the sense of the invention refers to a classification or classification of soils, in particular for structural purposes. Different classifications are possible, for example a classification according to grain sizes and grain size distribution, according to water content, according to plasticity and consistency, according to organic substance, according to strength, according to hardness and workability and/or according to solubility. In particular, a soil class can be a classification in which, as a result, a comprehensive classification of the soil, namely into two adjacent classes, is possible. In particular, a soil class can be a classification based on solubility and earth engineering properties; A classification of the soil classes can be based in particular on the basis of 18300 VOB/C "Earthworks" or on ÜNORM B2205 "Earthworks/works contract standard", in particular on the basis of DIN 18324 (VOB procurement and contract regulations for construction work - Part C: General technical contractual conditions for construction work (ATV) - horizontal directional drilling).

Der Begriff "Erdbohrvorrichtung" im Sinne der Erfindung umfasst jedwede Vorrichtung, mit der ein "Erdbohren" durchführbar ist. Eine Erdbohrvorrichtung kann jedwede Vorrichtung sein, welche ein insbesondere Bohrgestängeschüsse aufweisendes Bohrgestänge mit einem Bohrkopf in einem bestehenden oder zu erstellenden Kanal im Erdreich bewegt, um eine Erdbohrung, insbesondere eine Horizontalbohrung (HD), zu erstellen oder aufzuweiten oder um Leitungen oder andere lange Körper in das Erdreich einzuziehen. Bei der Erdbohrvorrichtung kann es sich insbesondere um eine HD-Vorrichtung handeln. Eine Erdbohrvorrichtung umfasst eine ein Bohrgestänge antreibende Vorrichtung, die erdreichverdrängend arbeitet, und das Bohrgestänge rotatorisch und/oder translatorisch in längsaxialer Richtung des Bohrgestänges in das Erdreich einbringt.The term “earth drilling device” in the sense of the invention includes any device with which “earth drilling” can be carried out. An earth drilling device can be any device which moves a drill pipe, in particular with drill pipe sections, with a drill head in an existing or to be created channel in the ground in order to create or expand an earth bore, in particular a horizontal bore (HD), or to pipe lines or other long bodies in to pull in the soil. The earth drilling device can in particular be an HD device. An earth drilling device comprises a device driving a drill pipe, which works to displace soil, and introduces the drill pipe into the soil in a rotational and/or translational manner in the longitudinal axial direction of the drill pipe.

Der Begriff "HD" (Horizontal Drilling, Horizontalbohrung) im Sinne der vorliegenden Erfindung umfasst insbesondere jede Art von bestehenden oder zu erstellenden, vorzugsweise horizontalen Kanälen in einem Körper, insbesondere Erdkanäle einschließlich Erdbohrungen, Felsbohrungen oder Erdleitungen sowie unterirdische oder oberirdische Rohrleitungen und Wasserkanäle, die sich durch Einsatz einer entsprechenden Erdbohrvorrichtung herstellen oder einziehen lassen.The term “HD” (horizontal drilling) in the sense of the present invention includes in particular any type of existing or to be created, preferably horizontal channels in a body, in particular earth channels including earth drillings, rock drillings or earth lines as well as underground or above-ground pipelines and water channels, which can be created or drawn in using an appropriate earth drilling device.

Der Begriff "Bohrkopf" im Sinne der Erfindung beschreibt ein endseitig an einem Bohrgestänge angebrachtes Bohrwerkzeug, welches vor dem Bohrgestänge mit diesem verbunden in die Erdbohrung eingebracht wird. Der Bohrkopf kann Austritte für Bohrflüssigkeit aufweisen, wobei die Bohrflüssigkeit dazu verwendet werden kann, das vor dem Bohrkopf der Erdbohrvorrichtung liegende Erdreich aufzuweichen und dadurch die Schnittwirkung des Bohrkopfs zu verbessern. Als Bohrflüssigkeit kann eine Mischung aus Wasser und einem Mineral, insbesondere Bentonit sowie gegebenenfalls einigen Zusatzstoffen, die auch Mineral sein können, eingesetzt werden.The term “drill head” in the sense of the invention describes a drilling tool attached to the end of a drill pipe, which is inserted into the earth borehole in front of the drill pipe connected to it. The drill head can have outlets for drilling fluid, whereby the drilling fluid can be used to soften the soil in front of the drill head of the earth drilling device and thereby improve the cutting effect of the drill head. A mixture of water and a mineral, in particular bentonite, and possibly some additives, which can also be mineral, can be used as the drilling fluid.

Gemäß der Erfindung wird als Parameter der Erdbohrvorrichtung die Art des Bohrkopfs gewählt. Hierdurch kann der erste Parameter in Form des verwendeten Materials zum Einbringen der Erdbohrung, insbesondere die Art des Bohrwerkzeugs, welches sich in der Art des Bohrkopfs niederschlägt, berücksichtigt werden. Die Art des Bohrkopfs kann ein Soft-, Medium-, Harddrill Head, Rollenmeißel, Fischschwanzmeißel, Diamantmeißel, PDC-Meißel, Hybrid-Meißel, Exzenterrollenmeißel, Großlochrollenmeißel, Flügelmeißel oder Schlagbohrmeißel sein. Unter Berücksichtigung der Art des Bohrwerkzeugs, insbesondere der Art des Bohrkopfs kann eine komplexe Information erzeugt werden, mit der die Klassifizierung des Bodens möglich ist. Beispielsweise kann in leicht löslichen Gesteinen ein hierfür "überdimensionierter" Bohrkopf anders in das Erdreich eingebracht werden als ein speziell für das leichtlösliche Gestein angepasster Bohrkopf.According to the invention, the type of drill head is selected as a parameter of the earth drilling device. This allows the first parameter in the form of the material used to drill the earth hole, in particular the type of drilling tool, which is reflected in the type of drill head, to be taken into account. The type of drill head can be a soft, medium, hard drill head, roller bit, fishtail bit, diamond bit, PDC bit, hybrid bit, eccentric roller bit, large hole roller bit, wing bit or impact drill bit. Taking into account the type of drilling tool, especially the type of drill head, complex information can be generated with which the classification of the soil is possible. For example, in easily soluble rocks, an "oversized" drill head can be inserted into the soil differently than a drill head specially adapted for the easily soluble rock.

Gemäß der Erfindung wird als Betriebsparameter der Erdbohrvorrichtung das Drehmoment, die Zug-/Druckkraft, die Vorschubgeschwindigkeit, die Spülungsrate und/oder die Rotationsgeschwindigkeit gewählt. Hierdurch kann aus den aktuellen Bohrdaten, wie die Einstellungen an der Erdbohrvorrichtung gewählt werden, um aktuell die Erdbohrung durchzuführen, eine Klassifizierung bzw. Ermittlung der Bodenklasse erfolgen. Eine komplexe Berücksichtigung eines Teils oder der gesamten Betriebsparameter zusammen mit den Parametern der Erdbohrvorrichtung ist möglich.According to the invention, the torque, the tensile/compressive force, the feed speed, the flushing rate and/or the rotation speed are selected as the operating parameters of the earth drilling device. As a result, a classification or determination of the soil class can be carried out from the current drilling data, such as the settings on the earth drilling device are selected in order to currently carry out the earth drilling. A complex consideration of part or all of the operating parameters together with the parameters of the earth drilling device is possible.

In einer bevorzugten Ausführungsform wird ein Signal eines Sensors am Bohrkopf zusätzlich verwertet, wobei das Signal insbesondere einem Druck in der Erdbohrung und/oder einer Bodenbeschaffenheit zugeordnet sein kann. Hierdurch kann auch der Druck in der Erdbohrung und/oder die Bodenbeschaffenheit berücksichtigt werden. Es sind alle Arten von Drucksensoren als Absolut- oder Differential-Drucksensoren mit unterschiedlichen physikalischen Prinzipien möglich. Beispiele hierfür sind piezoresitive, piezoelektrische, kapazitive und induktive Drucksensoren sowie Drucksensoren mit Hallelement etc.. Als Beispiele für Sensoren bezüglich der Bodenbeschaffenheit können genannt werden: Seismische Sensoren; Schalldrucksensoren zur Messung eines bodenabhängigen Körperschalls; Kratzsensoren oder akustische Geo-Scanner.In a preferred embodiment, a signal from a sensor on the drill head is additionally used, whereby the signal can be assigned in particular to a pressure in the earth bore and/or a soil condition. This means that the pressure in the borehole and/or the nature of the ground can also be taken into account. All types of pressure sensors are possible as absolute or differential pressure sensors with different physical principles. Examples of this are piezoresitive, piezoelectric, capacitive and inductive pressure sensors as well as pressure sensors with Hall elements etc. Examples of sensors relating to ground conditions include: Seismic sensors; Sound pressure sensors for measuring ground-dependent structure-borne noise; Scratch sensors or acoustic geo scanners.

In einer bevorzugten Ausführungsform wird der Ort des Bohrkopfs ermittelt und eine Zuordnung der ermittelten Bodenklasse zum Ort durchgeführt. Hierdurch kann eine geografische Zuordnung der Bodenklasse erfolgen, mit der beispielsweise zu einem späteren Zeitpunkt Hinweise für eine Baumaßnahme erfolgen können.In a preferred embodiment, the location of the drill head is determined and the determined soil class is assigned to the location. This allows the soil class to be geographically assigned, which can be used, for example, to provide information about a construction project at a later date.

In einer bevorzugten Ausführungsform wird eine Datenbank erstellt, die eine Zuordnung von Ort und Bodenklasse liefert, wodurch beim Nachtrag einer Baustelle diese Datenbank abgefragt und entsprechende Maßnahmen gewählt werden können. Eine Zuordnung zu kommerziell oder frei angebotenen Kartenmaterial (beispielsweise Google Earth) ist möglich.In a preferred embodiment, a database is created that provides an assignment of location and soil class, so that when a construction site is added, this database can be queried and appropriate measures can be selected. An assignment to commercially or freely offered maps (e.g. Google Earth) is possible.

Die Erfindung schafft auch ein System zum Ermitteln einer Bodenklasse gemäß Anspruch 5.The invention also provides a system for determining a soil class according to claim 5.

Das System kann insbesondere eine programmierte, Befehle abarbeitende Steuerung oder eine Logik basierte Steuerung aufweisen, mit der die Parameter und/oder Betriebsparameter der Erdbohrvorrichtung erfasst werden können, um die Bodenklasse für das Erdreich zu ermitteln. Beispielsweise ist es möglich, dass die Art des Bohrwerkzeugs von einem Bediener eingegeben werden kann oder der Bohrkopf kann vom System, beispielsweise mittels eines Sensors, erkannt werden. Die Betriebsparameter der Erdbohrvorrichtung in Form der Maschinendaten, wie Drehmoment, Zug-/Druckkraft, Vorschubgeschwindigkeit, Spülungsrate und/oder Rotationsgeschwindigkeit können aus der Erdbohrvorrichtung bei der jeweiligen Erstellung der Erdbohrung ausgelesen werden. Eine Datenbank kann die unterschiedlichen Betriebsparameter der Erdbohrvorrichtung und/oder die Parameter der Erdbohrvorrichtung aufweisen und einer in der Datenbank vorhandene Kombination eine Bodenklasse zuweisen. Ein die Betriebsparameter der Erdbohrvorrichtung und/oder den Parameter der Erdbohrvorrichtung aufweisendes Tupel kann einer Bodenklasse zugeordnet werden. Die ausgewertete oder ermittelte Bodenklasse kann in einer bevorzugten Ausführungsform einen Einfluss auf die Maschinensteuerung der Erdbohrvorrichtung nehmen, um beispielsweise den Prozess des Einbringens der Erdbohrung zu optimieren. Es ist auch möglich, dass eine Fuzzy-Logik zur Ermittlung der Bodenklasse aus den Betriebsparametern der Erdbohrvorrichtung und/oder der Parameter der Erdbohrvorrichtung verwendet wird.The system can in particular have a programmed control that processes commands or a logic-based control with which the parameters and/or operating parameters of the earth drilling device can be recorded in order to determine the soil class for the soil. For example, it is possible that the type of drilling tool can be entered by an operator or the drill head can be recognized by the system, for example using a sensor. The operating parameters of the earth drilling device in the form of machine data, such as torque, tensile/compressive force, feed speed, flushing rate and/or rotation speed, can be read from the earth drilling device when the earth drilling is created. A database may include the different operating parameters of the earth boring device and/or the parameters of the earth boring device and assign a soil class to a combination present in the database. A tuple having the operating parameters of the earth drilling device and/or the parameter of the earth drilling device can be assigned to a soil class. In a preferred embodiment, the evaluated or determined soil class can influence the machine control of the earth drilling device, for example to optimize the process of drilling the earth hole. It is also possible for fuzzy logic to be used to determine the soil class from the operating parameters of the earth drilling device and/or the parameters of the earth drilling device.

In einer bevorzugten Ausführungsform ist an dem Bohrkopf ein Sensor angeordnet und das Signal des Sensors wird zum Ermitteln der Bodenklasse verwendet. Der Sensor kann für eine Ermittlung des Drucks in der Erdbohrung ausgestaltet sein. Der am Bohrkopf angeordnete Sensor kann auch ein Sensor zur Erfassung der Bodenbeschaffenheit sein.In a preferred embodiment, a sensor is arranged on the drill head and the signal from the sensor is used to determine the soil class. The sensor can be designed to determine the pressure in the earth bore. The sensor arranged on the drill head can also be a sensor for detecting the condition of the ground.

In einer bevorzugten Ausführungsform umfasst das System eine Ortungseinheit, mit der der Ort des Bohrkopfs bestimmbar ist, wobei die Einheit ein dem Ort des Bohrkopfs zugeordnetes Datum mit der ermittelten Bodenklasse verknüpft.In a preferred embodiment, the system comprises a locating unit with which the location of the drill head can be determined, the unit linking a date assigned to the location of the drill head to the determined soil class.

Die vorstehenden Ausführungen stellen ebenso wie die nachfolgende Beschreibung beispielhafter Ausführungsformen keinen Verzicht auf bestimmte Ausführungsformen oder Merkmale dar.The above statements, as well as the following description of exemplary embodiments, do not constitute a waiver of certain embodiments or features.

Die Erfindung wird nachfolgend anhand von in der Zeichnung dargestellten Ausführungsbeispielen näher erläutert.The invention is explained in more detail below using exemplary embodiments shown in the drawing.

Die einzige Figur zeigt in einer schematischen, teilweise geschnittenen Darstellung eine Erdbohrvorrichtung 1 mit einem Bohrgestänge 2 und einem vorderseitig an dem Bohrgestänge 2 befestigten Bohrkopf 3. Mittels der Erdbohrvorrichtung 1 wird eine Erdbohrung 4 in das Erdreich eingebracht. Ein Programm 5, welches in einer Hardware der Erdbohrvorrichtung 1 abläuft, erfasst die Parameter der Erdbohrvorrichtung 1 und die Betriebsparameter der Erdbohrvorrichtung 1. Das Programm 5 kann beispielsweise, wenn für die Betriebsparameter der Erdbohrvorrichtung 1 ein hohes Drehmoment, eine hohe Druckkraft, eine geringe Vorschubgeschwindigkeit festgestellt wurde und für den Parameter der Erdbohrvorrichtung 1, dass ein Rollenmeißel verwendet wird, eine Klassifizierung des Erdreichs in die Bodenklasse "sechs" vornehmen.The only figure shows a schematic, partially sectioned representation of an earth drilling device 1 with a drill pipe 2 and a drill head 3 attached to the front of the drill pipe 2. Using the earth drilling device 1, an earth bore 4 is drilled into the ground. A program 5, which runs in hardware of the earth drilling device 1, records the parameters of the earth drilling device 1 and the operating parameters of the earth drilling device 1. The program 5 can, for example, if for the operating parameters of the earth drilling device 1 a high torque, a high pressure force, a low feed rate was determined and for the parameter of the earth drilling device 1 that a roller bit is used, classify the soil into soil class "six".

Claims (7)

  1. Method for determining a soil class, in which a soil borehole (4) is introduced into the ground by means of a soil drilling device (1) with a drilling head (3), wherein
    a) a parameter of the soil drilling device (1) and
    b) at least one operating parameter of the soil drilling device (1)
    are utilized in determining the soil class concerned, wherein the at least one operating parameter of the soil drilling device is selected from torque, tensile/compressive force, feed speed, flushing rate and/or rotational speed and represents the settings selected on the soil drilling device to perform the current soil drilling and the type of drilling head (3) is selected as the parameter of the soil drilling device (1).
  2. Method according to Claim 1, wherein a signal from a sensor on the drilling head (3) is further utilized in determining the soil class.
  3. Method according to Claim 1 or 2, wherein the location of the drilling head (3) is determined and an assignment of the determined soil class to the location is performed.
  4. Method according to any one of Claims 1 to 3, wherein a database is created that provides an assignment of location and soil class.
  5. System for determining a soil class comprising a soil drilling device (1) having a drilling head (3), and the system is configured to use at least one parameter and at least one operating parameter of the soil drilling device (1) to determine the soil class, wherein the at least one operating parameter of the soil drilling device is selected from torque, tensile/compressive force, feed speed, flushing rate and/or rotational speed and represents the settings selected on the soil drilling device to perform the current soil drilling and the type of drilling head (3) is selected as the parameter of the soil drilling device (1).
  6. System according to Claim 5, characterized in that a sensor is arranged on the drilling head (3) and the signal from the sensor is also used to determine the soil class.
  7. System according to Claim 5 or 6 comprising a locating unit with which the location of the drilling head (3) can be determined, wherein the unit links a datum assigned to the location of the drilling head (3) to the soil class determined.
EP17811548.1A 2016-12-12 2017-12-06 Method and system for determining a soil class Active EP3551828B1 (en)

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DE102016014685.0A DE102016014685A1 (en) 2016-12-12 2016-12-12 Method and system for determining a soil class and use in determining a soil class
PCT/EP2017/081662 WO2018108662A1 (en) 2016-12-12 2017-12-06 Method and system for determining a soil class and use during determination of a soil class

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