EP3613903B1 - Procédé de surveillance des charges structurelles d'une machine support pourvue d'appareil de forage et de battage ainsi que machine de travail pourvue d'appareil de battage et de forage - Google Patents

Procédé de surveillance des charges structurelles d'une machine support pourvue d'appareil de forage et de battage ainsi que machine de travail pourvue d'appareil de battage et de forage Download PDF

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Publication number
EP3613903B1
EP3613903B1 EP19188296.8A EP19188296A EP3613903B1 EP 3613903 B1 EP3613903 B1 EP 3613903B1 EP 19188296 A EP19188296 A EP 19188296A EP 3613903 B1 EP3613903 B1 EP 3613903B1
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EP
European Patent Office
Prior art keywords
machine
drilling
leader
rig
monitoring
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Active
Application number
EP19188296.8A
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German (de)
English (en)
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EP3613903A1 (fr
Inventor
Alfred Koller
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Liebherr Werk Nenzing GmbH
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Liebherr Werk Nenzing GmbH
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D11/00Methods or apparatus specially adapted for both placing and removing sheet pile bulkheads, piles, or mould-pipes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/06Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers for observation while placing
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/02Placing by driving
    • E02D7/06Power-driven drivers
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/26Placing by using several means simultaneously

Definitions

  • the invention relates to a method for monitoring the structural loading of a carrier machine with a drilling and piling device that is accommodated on a leader of the carrier machine.
  • Such work machines with drilling and ramming devices include a carrier device with a chassis that accommodates an optionally rotatably mounted superstructure.
  • the superstructure in turn sees a leader to accommodate the required drilling or pile driver.
  • the vertical inclination of the leader can be varied via support cylinders or neck cylinders.
  • the drilling rig is actuated by a cable pull and a telescopic Kelly rod, particularly when drilling Kelly.
  • Such drilling and piling equipment are designed and dimensioned for defined work processes. When used properly with predefined work processes, the permissible loads on the device structure and its subcomponents are usually complied with.
  • the task is therefore to show a system or method that can reliably detect impermissible loads.
  • a control of the carrier machine or the drilling or piling device taking into account the known device configuration and one or more status values, the current structural load (hereinafter simply "load") of the overall machine, the carrier device and/or the drilling and piling device and/or dynamically calculated at least one subcomponent.
  • the structure of the machine generally means all load-bearing elements of the machine.
  • the controller knows the maximum permissible load values and, based on this, can determine at least one reference or target value or at least one limit value for a measurable variable. Corresponding measured values are then monitored against this at least one setpoint/guideline or limit value in order to detect an impermissible overloading of the machine or certain subcomponents at an early stage and can be detected reliably.
  • the actual or measured values can be recorded directly by suitable sensors or calculated indirectly from sensor values.
  • the dynamic calculation of one or more limit values takes place, taking into account the current or set-up machine geometry, including, among other things, the dimensions of the machine and the built-in and mounted individual components, their weight and material properties, the leader length set, the selected ballast, etc.
  • the dynamics of the permissible load is essentially based on the dynamic change in the state of the machine during regular drilling and piling work, so the current phase of the usual work process has an influence on the current load of individual subcomponents.
  • Possible condition values are the positions of moving components, such as the leader position, cable pull of a drilling cable, in particular a Kelly winch, the condition of individual drives, e.g. the drilling drive, a chassis, etc.
  • a maximum force acting on a sub-component can be determined as a possible limit value.
  • a maximum force acting on a cylinder A dynamic, ie application- and situation-dependent, calculation of the maximum permissible force on at least one support cylinder or neck cylinder, which is necessary for the alignment of the leader, is conceivable here.
  • a support cylinder can be used to adjust the leader inclination relative to the vertical.
  • possible maximum forces can also be calculated for the basic arm cylinder or cylinders, a leader support foot, etc.
  • a maximum force that may act on at least one connection point as a maximum could also be calculated as a possible limit value for the maximum permissible load.
  • a possible connection point to consider is, for example, a connecting bolt for attaching the leader to the carrier machine. The corresponding actual forces within the cylinders or the at least one connection point are then detected by sensors during the work processes and compared against corresponding limit values in order to be able to reliably detect possible overloading of the machine or individual subcomponents that could endanger the structure.
  • the necessary information regarding the device configuration can preferably be entered manually by the operator.
  • Manual input is simplified by fully or partially automatic sensory detection of the device configuration.
  • the monitoring result i.e. the comparison between target, limit and actual values
  • a visual, acoustic or optical representation is conceivable here in order to draw the operator's attention to impermissible deviations/exceedance.
  • one or more drives can be stopped as soon as an impermissible load condition is detected.
  • the monitoring result can also be stored for later retrieval.
  • storage takes place together with status values of the machine or directly previously executed machine movements in order to provide better evaluation options for evaluating the causes of the accident or damage afterwards, e.g. in the case of machine damage or accident situations.
  • the method according to the invention also makes it possible to envisage monitoring functions which, in the case of a corresponding piling or drilling device, do not require any additional sensors. Lowering the feed leads to an increase in the load on the Kelly winch because the BAT drives against the locked Kelly rod. Such a situation can also be determined and monitored without sensors from the existing status values of the drives.
  • the present invention also relates to a working machine with at least one drilling and piling device.
  • the work machine includes a controller for carrying out the method according to the invention. Consequently, the same advantages and properties result for the working machine as have already been shown above with the aid of the method according to the invention. A repeated description can therefore be dispensed with.
  • FIGS. 1-3 as well as the Figures 5-7 show the work machine according to the invention with drilling and piling equipment for Kelly drilling.
  • the carrier machine comprises a crawler chassis 1 on which the superstructure 2 is rotatably mounted.
  • the leader 3 At the Upper carriage 2 is mounted the leader 3 for receiving the drilling and piling equipment.
  • the leader 3 can be erected via the adjustment mechanism 4 from a transport position to the vertical position shown for drilling and ramming operations.
  • the drill 9 shown here is set in rotation by the drill drive 10 , which in turn is seated on a carriage of the telescoping Kelly linkage 6 .
  • a drill pipe 10 (see Fig. figures 2 , 3 ) are included.
  • the Kelly linkage 6 is actuated by the Kelly cable 8, which is guided from the Kelly linkage 6 via the Kelly gallows at the head of the leader 3 to the Kelly winch 13.
  • the drill 9 can be lowered into the ground via the Kelly cable 8 and the Kelly rod 6 as the drilling progresses.
  • Permissible load values of the machine or individual subcomponents are now calculated for monitoring the working machine and subsequently used as setpoint or limit values for the monitoring.
  • the currently permissible load on subcomponents of the working machine, including the maximum load for the drill rod 6, the leader 3, etc. is determined.
  • a maximum permissible force that may act on or in the support cylinders 5 can also be derived from this. By monitoring this maximum permissible force within the support cylinder 5, which can be done by comparing it with the actual force detected by sensors in the cylinder 5, a possible overloading of the drill string 6 or the leader 3 can be detected early.
  • FIG 1 a situation of the drilling and piling rig in which an allowable load on the drill pipe 6 leads to an allowable load in the support cylinders 5.
  • This is monitored by the method according to the invention, with the force measured within the support cylinder 5 only being allowed to deviate slightly from this reference or limit value.
  • the drill pipe 10 is now introduced into the ground.
  • a permissible load on the drill drive 10 can be monitored using the force within the support cylinder 5 .
  • a maximum force for the support cylinders 5 was dynamically calculated for the current work phase, namely for inserting the drill pipe 12 into the ground.
  • the scenario of figure 3 presupposes that the drill pipe 12 was inadvertently attached at an angle and is at a correspondingly inclined angle to the vertical.
  • the machine operator's attempt to correct the misalignment of the drill pipe 12 that has already been inserted into the ground by means of a feed movement v of the work machine leads to an impermissible load on the entire device structure, which can be recognized by an impermissible increase in the force within the support cylinder 5.
  • This temporary overload is displayed to the machine operator and additionally stored in a system memory as an event. If necessary, an intervention in the machine control can take place from a certain degree of overload, in order to prevent a further feed movement V, for example.
  • figure 4 shows the leader 3 that has been cut free, together with the drilling drive 10 and pressure pipe 14, for better understanding.
  • the sum of these masses of the leader 3 generate the force F 1 .
  • These masses are known to the device control of the carrier machine, so that the control can calculate the force F 1 .
  • the controller can determine the total center of gravity S of these masses and also calculate the distance from the center of gravity to the pivot point 15, the pivot point 15 passing through the connection point between Leader 3 and adjusting device 4 is formed. This distance is denoted by l 1 .
  • figure 5 shows the same situation according to figure 4 with leader 3 attached to the base machine.
  • figure 6 shows the load-bearing behavior when attempting to pull the tube 9 out of the ground.
  • the force F 2 acting on the drilling drive 10 can be determined via the cable pull measurement of the feed winch installed in the device.
  • the distance between the line of action of this force F 2 and the pivot point 15 is dimensioned with l 2 .
  • a force F 3 acts on the leader 3 in addition to the previous loads.
  • the distance between the line of action of this force F 3 and the pivot point 15 is dimensioned with l 3 .
  • F 3 also generates a moment about the pivot point 15, which changes the force F R .
  • This deviation of the measured force from the calculated one Force can be determined and serves as an indicator of a possible overloading of the machine or the support cylinder 5. If the detected deviation exceeds a limit value, suitable countermeasures can be taken by the machine control.

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)

Claims (8)

  1. Procédé de surveillance de la charge structurelle d'une machine support pourvue d'un appareil de forage et de battage, qui est reçu sur un mât de la machine support, une commande de la machine support calculant, en prenant en compte la configuration d'appareil actuelle de la machine support et une ou plusieurs valeurs d'état, la charge structurelle actuellement admissible d'un ou de plusieurs composants partiels de la machine et déterminant à partir de celle-ci au moins une valeur limite ou de consigne dynamique pour une force maximale mesurable, agissant sur un composant partiel de la machine support, une ou plusieurs valeurs réelles correspondant aux valeurs limites étant détectées par un système de capteur et surveillées par rapport aux valeurs limites ou de consigne.
  2. Procédé selon la revendication 1, caractérisé en ce qu'en tant qu'au moins une valeur limite, une force maximale agissant sur un composant de la machine est déterminée, notamment une force maximale agissant sur au moins un vérin, idéalement une force maximale agissant sur au moins un vérin d'appui pour l'orientation du mât et/ou un vérin de bras de base pour le réglage du mât.
  3. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce qu'en tant que valeur limite, une force maximale agissant sur au moins un point de liaison est calculée, notamment pour au moins un boulon de liaison pour la fixation du mât sur la structure supérieure.
  4. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que la configuration d'appareil prise en compte comprend la géométrie de la machine et/ou un lestage et/ou la longueur du mât et/ou un paramètre d'un autre composant de la machine.
  5. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce qu'en tant que valeur d'état, la tension du câble du treuil principal de l'appareil de battage et de forage, notamment un treuil Kelly et/ou un treuil d'avancement, est mesurée et prise en compte pour le calcul de la valeur limite.
  6. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que la configuration d'appareil est détectée automatiquement, au moins en partie, par un système de capteur approprié et/ou peut être introduite manuellement, au moins en partie, dans une commande.
  7. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que le résultat de la surveillance est indiqué à un opérateur et/ou en réaction au résultat de la surveillance, une ou plusieurs commandes de la machine sont exécutées de manière automatisée, par exemple un ou plusieurs mouvements de machine augmentant la charge de l'appareil sont arrêtés ou ralentis.
  8. Machine de travail comprenant un appareil de battage et de forage et une commande pour la réalisation du procédé selon l'une quelconque des revendications précédentes.
EP19188296.8A 2018-07-31 2019-07-25 Procédé de surveillance des charges structurelles d'une machine support pourvue d'appareil de forage et de battage ainsi que machine de travail pourvue d'appareil de battage et de forage Active EP3613903B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102018118561.8A DE102018118561A1 (de) 2018-07-31 2018-07-31 Verfahren zur Überwachung einer Trägermaschine mit Bohr- und Rammgerät sowie Arbeitsmaschine mit Ramm- und Bohrgerät

Publications (2)

Publication Number Publication Date
EP3613903A1 EP3613903A1 (fr) 2020-02-26
EP3613903B1 true EP3613903B1 (fr) 2022-06-15

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EP19188296.8A Active EP3613903B1 (fr) 2018-07-31 2019-07-25 Procédé de surveillance des charges structurelles d'une machine support pourvue d'appareil de forage et de battage ainsi que machine de travail pourvue d'appareil de battage et de forage

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EP (1) EP3613903B1 (fr)
DE (1) DE102018118561A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT202000025255A1 (it) * 2020-10-26 2022-04-26 Soilmec Spa Macchina da fondazioni e metodo per il controllo di tale macchina
EP4063567B1 (fr) * 2021-03-25 2023-10-18 BAUER Spezialtiefbau GmbH Procédé de construction et agencement permettant de mettre en oeuvre un projet de construction
US20250171976A1 (en) * 2022-04-21 2025-05-29 Ojjo, Inc. Systems, methods, and machines for detecting required maintenance with a stall detection and mitigation routine in an automated foundation component driving and truss assembly machine
WO2023205432A1 (fr) * 2022-04-21 2023-10-26 Ojjo, Inc. Systèmes, procédés et machines pour détecter et atténuer des calages de trépan

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8912027U1 (de) 1989-10-10 1989-11-23 Wirth Maschinen- Und Bohrgeraete-Fabrik Gmbh, 5140 Erkelenz Bohrgerät
EP1862636A1 (fr) 2006-06-02 2007-12-05 BAUER Maschinen GmbH Engin de travaux publics, specialement un dispositif de forage
EP2378053A1 (fr) 2010-04-16 2011-10-19 BAUER Maschinen GmbH Engin doté d'une unité de calcul pour déterminer une zone de réglage
DE102015003177A1 (de) 2015-03-12 2016-09-15 Liebherr-Werk Nenzing Gmbh Verfahren zum Betrieb einer mobilen Arbeitsmaschine mit Bodendruckbegrenzung

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8912027U1 (de) 1989-10-10 1989-11-23 Wirth Maschinen- Und Bohrgeraete-Fabrik Gmbh, 5140 Erkelenz Bohrgerät
EP1862636A1 (fr) 2006-06-02 2007-12-05 BAUER Maschinen GmbH Engin de travaux publics, specialement un dispositif de forage
EP2378053A1 (fr) 2010-04-16 2011-10-19 BAUER Maschinen GmbH Engin doté d'une unité de calcul pour déterminer une zone de réglage
DE102015003177A1 (de) 2015-03-12 2016-09-15 Liebherr-Werk Nenzing Gmbh Verfahren zum Betrieb einer mobilen Arbeitsmaschine mit Bodendruckbegrenzung

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
KROLLMANN, K. ET AL.: "Standsicherheit von Spezialtiefbaugeräten", PROT. DER FACHTAGUNG SPEZIALTIEFBAU DER BG BAU, Hamburg

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EP3613903A1 (fr) 2020-02-26
DE102018118561A1 (de) 2020-02-06

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