EP2623677B1 - Procédé et agencement destinés à la fabrication d'un élément de paroi moulée - Google Patents

Procédé et agencement destinés à la fabrication d'un élément de paroi moulée Download PDF

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Publication number
EP2623677B1
EP2623677B1 EP12000598.8A EP12000598A EP2623677B1 EP 2623677 B1 EP2623677 B1 EP 2623677B1 EP 12000598 A EP12000598 A EP 12000598A EP 2623677 B1 EP2623677 B1 EP 2623677B1
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EP
European Patent Office
Prior art keywords
removal device
removal
measuring device
ground
ropes
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.)
Active
Application number
EP12000598.8A
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German (de)
English (en)
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EP2623677A1 (fr
Inventor
Christoph Schwanz
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.)
Bauer Spezialtiefbau GmbH
Original Assignee
Bauer Spezialtiefbau 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 Bauer Spezialtiefbau GmbH filed Critical Bauer Spezialtiefbau GmbH
Priority to ES12000598.8T priority Critical patent/ES2533573T3/es
Priority to PL12000598T priority patent/PL2623677T3/pl
Priority to EP12000598.8A priority patent/EP2623677B1/fr
Priority to HUE12000598A priority patent/HUE024532T2/en
Priority to US13/608,972 priority patent/US8864422B2/en
Priority to CA2795681A priority patent/CA2795681C/fr
Priority to RU2012149608/03A priority patent/RU2528329C2/ru
Priority to MYPI2012005328A priority patent/MY168673A/en
Priority to JP2013014346A priority patent/JP5642813B2/ja
Priority to KR1020130010902A priority patent/KR101459063B1/ko
Publication of EP2623677A1 publication Critical patent/EP2623677A1/fr
Priority to HK13109465.2A priority patent/HK1182151A1/xx
Application granted granted Critical
Publication of EP2623677B1 publication Critical patent/EP2623677B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00—Testing foundations or foundation structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/13—Foundation slots or slits; Implements for making these slots or slits
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/20—Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ

Definitions

  • the invention relates to a method for creating a slot wall element in the ground according to the preamble of claim 1.
  • the invention further relates to an arrangement for creating a slot wall element in the ground according to the preamble of claim 13.
  • a slot is created in the ground by means of a removal device by removing soil material and a hardenable medium is introduced into the slot to form the slot wall element.
  • the arrangement for creating a slot wall element comprises a carrier device, an ablation device suspended on the carrier for removing soil material for creating a slot in the bottom and an inlet device for introducing a support medium, in particular a support suspension, into the slot, which later against a curable Medium, such as concrete, is replaced or self-curing.
  • Slot walls are usually constructed of individual, juxtaposed slot wall elements or slats. In order to avoid leaks between the individual slit or sealing wall slats, the individual slats may deviate only slightly from the verticality.
  • an ultrasonic measuring device is discharged into a slot filled with a support suspension.
  • the ultrasound measuring device can measure the position or the contour of the wall surface of the slot due to the transit times of the sound. During the measurement it is assumed that the ultrasonic measuring device hangs vertically on a rope in the slot. Over the life of the sound wall distance is determined by a vertical center line in which the rope is located.
  • the measurement with a code device is complicated, since the removal device, for example a gripper or a trench wall cutter, has to be pulled completely out of the slot before the ultrasound measuring device can be lowered.
  • the ultrasonic measurement only works if the specific gravity of the support fluid is low. If the support suspension is heavily enriched with fines, first the entire support liquid must be replaced before the measurement can be carried out.
  • inclinometers When measuring with inclinometers, inclinometers are attached to the stripper.
  • the inclination transducers are used to measure the inclination of the erosion device during the drilling process.
  • the measuring accuracy depends on the dynamic loads on the material removal device.
  • Another disadvantage is that although the inclination of the ablation device can be determined, but not a lateral drifting of the Abtrags expertss during the removal of the soil material. From a device driver such a lateral drifting during the removal process can not be determined.
  • a disadvantage of both measuring techniques is that in each case only individual diaphragm wall slats can be measured, but not a connection of two adjacent slats.
  • the assessment of individual joints between the diaphragm wall slats remains uncertain, since there is no spatial connection and no comparison several measurements can be made, or only with considerable additional effort on measurement of the baffle and the device location is possible.
  • a trench wall device with a device for adjusting the suspension point of the support cable goes out of the EP 0 903 443 A2 out.
  • the JP 6-108456 discloses a measuring device for a trench cutter, in which the ropes are guided by through sleeves. Changes in position of the cables cause a displacement of a measuring rod, to which the passage sleeve is attached.
  • the invention has for its object to provide a method and an arrangement for creating a slot wall element in the ground, which allow a precise and economic creation of a slot wall.
  • the inventive method is characterized in that between the Abtrags réelle and a carrier device are stretched at least two cables to which by means of a measuring device respectively the positions of at least two vertically spaced cable points of a rope are determined by means of angle and distance measurements, and that the determined positions of the Rope points are used to determine a position of the erosion device in the ground.
  • the arrangement according to the invention is characterized in that at least two ropes are stretched between the removal and the carrier device, that a measuring device is provided, through which at least two ropes are secured by means of angle gauges. and distance measurements in each case the positions of at least two vertically spaced rope points can be determined, and that an evaluation device is provided, with which a position of the Abtrags expertss in the ground using data from the measuring device can be determined.
  • a first basic idea of the invention can be seen in clamping between the removal device, for example a trench wall cutter or a trench wall gripper, and the carrier device, for example a carrier vehicle for the ablation device, at least two ropes whose respective orientation in the space for determining the position of the ablation device and of the slot in the ground is detected.
  • the spatial position of at least two cable points is determined according to the invention for each rope. These rope points are basically freely selectable.
  • a mathematical vector is spanned, its orientation for determining the position of the Abtragsuzes is used.
  • the direction of expansion of the ropes and the position of a rope point with respect to a given reference point can be used to deduce the position of the erosion device.
  • the method according to the invention and the arrangement according to the invention make it possible in particular to detect a lateral drifting off of the removal device.
  • a second basic idea of the invention consists in the use of several, in particular at least two ropes, which make it possible to determine the orientation of the removal device in space, that is to say the three-dimensional position of the removal device.
  • a lateral tilting, ie a deviation from the vertical, and a torsion, ie a rotation about the vertical, of the removal device can be determined.
  • the shape and position of the slot can be determined.
  • separate ropes can be used as ropes.
  • at least one of the cables is a carrying cable to which the removal device is suspended. It is particularly advantageous if both ropes are suspension cables.
  • the carrying cable or the carrying cables of the removal device can thus be used at the same time for determining the position of the removal device, so that no separate measuring cables are required.
  • the use of the suspension ropes as measuring ropes also has the advantage that it can be assumed that the ropes are tensioned in a straight line in view of the weight of the Abtrags confuses, unless the Abtrags réelle rears with flaccid ropes at the bottom of the slot.
  • a depth position of the removal device is determined in the ground and used to determine the position of the removal device.
  • the depth position can be determined, for example, by means of a measuring device on the removal device or via the take-off length of the carrying cable or of the support edges to which the removal device is suspended. From the data of the rope points or the vector determined from this and the data for the Depth position of Abtrags experts can be calculated at any time a unique spatial position of the Abtrags mars and the shape and position of the slot.
  • the removal process is interrupted before determining the positions of the cable points, so that the Abtrags réelle and the ropes are brought to rest.
  • the accuracy of measurement can be improved by tensioning the cables in a targeted manner before determining the positions of the cable points.
  • tensioning the cables it is provided in particular to pull up the removal device slightly, that is to say lift it from the bottom surface of the slot if necessary, so that the cables, in particular the suspension cables, are tightened.
  • a cable tensioning device can be provided. This results in a straight line between the attachment point of the ropes on Abtrags réelle and a pivot point on the carrier, which may be in particular a pulley.
  • the measurement of the at least four measuring points can be done relatively quickly, so that only a brief interruption of the manufacturing process takes place. It is particularly advantageous that the Abtrags réelle can remain in the slot during the measurements.
  • more than two ropes are provided, on each of which the positions of at least two rope points are determined.
  • the measurement accuracy can be further increased and / or a control measurement can be carried out.
  • the reliability of the position of the removal device can also be increased by the fact that between two rope points of a rope, the position of at least one third rope point is determined as a control measuring point. If it turns out that the two measuring points for calculating the vector and the control measuring point lie on a straight line, it can be assumed that the rope is straight along the entire length.
  • the measuring device is located at or above the ground surface with an unobstructed view of the ropes.
  • the measuring device aims at the ropes and determines the position of the rope over at least two measured values per rope Rope in the room.
  • the two measuring points are located at different heights above the ground surface.
  • one of the at least two measuring points is arranged as far down as possible and the other as far above.
  • a lower measuring point is to be understood as meaning in particular a measuring point near the ground surface and an upper measuring point means a measuring point, for example, near a mast top of the carrier device.
  • a measuring device is used for angle and distance measurement, which allows angle measurements in the vertical and horizontal directions and additionally the measurement of a distance.
  • a total station is used as a measuring device.
  • the ropes are optically sighted by the tachymeter.
  • the measuring device emits an electromagnetic beam, for example a light beam, which is reflected by the targeted cable point.
  • the rope point can basically be any point on the rope.
  • There is a measurement of the distance of the cable point from the meter for example by means of transit time measurement or phase shift.
  • the angle of the light beam directed at the cable point with respect to a given reference axis is determined. Through the distance and angle measurement carried out in this way, the position of the targeted cable point in the room can be determined. The determination of the position of the other cable points is carried out in the same way.
  • the light beam is preferably light in the infrared range and preferably a laser beam.
  • the center of the rope for example, with a crosshair of the tachymeter, be anvinstrument.
  • the sighting is preferably done only after calming the ropes, so with ropes as possible.
  • a position of the measuring device and / or the removal device is determined with reference to a construction site coordinate system. If, for example, the position or the position of the measuring device with respect to the construction site coordinate system is known, the result can also be derived from this Determine the position of the removal device in relation to the construction site coordinate system. This allows an economical and rapid creation of a slot wall element with a predetermined contour and position at a predetermined position with respect to the construction site coordinate system.
  • an inclination of the ablation device to the vertical is measured by means of a inclinometer or inclinometer.
  • the inclinometer is preferably arranged on or in the removal device. If one knows the spatial position of the articulation points of the ropes on the ablation device, then the position of the footprint of the ablation device and the spatial position of the ablation device in the floor can be closed by adding a further vector which indicates the inclination and length of the ablation device. The length of this inclination vector corresponds to the length of the removal device from the point of articulation of a rope to the footprint.
  • the measurement result of the inclinometer is transmitted, for example via cable, to the driver's cab or to an evaluation device or a control computer.
  • the inclination of the Abtrags réelles is always measured during the sinking, in order to detect a deviation from the vertical in time and to ensure the production of a vertical slot by position correction.
  • the creation of the slot wall element is further facilitated by the location of the Abtrags experts displayed by means of an evaluation using data from the meter and possibly the inclinometer and / or an instruction for position correction is specified.
  • the position of the removal device in the slot or in the bottom of an operator of an inventive arrangement can be displayed on a display device. The operator may then perform a position correction if necessary.
  • the evaluation device specifies measures for correcting the position based on the ascertained, current position of the ablation device. For example, a value of an adjustment mechanism for position correction, for example, a control flap of the Abtragsuzes be specified, which can be adjusted.
  • the slit can be created particularly conveniently if the position of the erosion device is with a control device using data from the measuring device and optionally the inclinometer is controlled automatically.
  • a control device using data from the measuring device and optionally the inclinometer is controlled automatically.
  • a computer or computer may initiate control of the ablation device directly without human intervention.
  • the data of the measuring device in particular the measurement data of the cable points or data based thereon, are transmitted via cable or by radio to the evaluation device and / or the control device.
  • a transmission of the data in a driver's cab of the carrier device can take place.
  • the sighting of the measuring points by the measuring device can be carried out, for example, by a surveyor who operates the measuring device.
  • the measuring device independently targets the measuring points. This can be done for example via the use of lasers, which cause control of the meter.
  • An automatic sighting of the measuring points can also take place in that sighting elements are provided on the ropes at predetermined positions, for example mirrors, reflectors or foils.
  • the sighting elements can be temporarily attached to the ropes. They can facilitate sighting by the meter.
  • signal-transmitting elements at defined positions on the cables, which can be located by a receiver in the measuring device. By locating the meter can be automatically aligned to the measuring points.
  • a signaling element could for example be an ultrasonic or radio transmitter.
  • the measuring device is arranged at a distance from the carrier device.
  • the measuring device can be arranged as an independent device, in particular several meters away from the carrier device, next to the carrier device.
  • the measuring device is mechanically decoupled from the carrier device, so that movements of the carrier device are not transmitted to the measuring device.
  • the meter is at a distance from the carrier placed on the ground surface.
  • the measuring device is attached to the carrier device, for example on the mast.
  • a display device which displays the position of the removal device using data from the measuring device.
  • the display device may, for example, have a display monitor, which may be arranged, for example, in a driver's cab of the carrier device.
  • the measured values of the measuring device or the position of the ablation device can be displayed, for example, in a graphical representation. In this case, a deviation from a theoretical vertical line, a torsion and / or a drifting away of the removal device is preferably displayed.
  • the driver of the carrier device can then, for example by means of control flaps on Abtrags réelle, influence the position of the Abtrags confuses.
  • a particularly precise and fast slot travel position can be achieved by providing a control device for the automatic control of the removal device using data from the measuring device.
  • FIG Fig. 1 An inventive arrangement 10 for creating a slot wall element 62 is shown in FIG Fig. 1 shown.
  • the arrangement comprises a construction implement 12, in particular a device for creating a diaphragm wall.
  • the construction work implement 12 has a carrier device 14, on which an ablation device 30, for example a trench wall cutter or a trench wall grab, is suspended via two cables 26 in the form of carrying ropes.
  • an ablation device 30 for example a trench wall cutter or a trench wall grab
  • a carrier vehicle 16 which has an undercarriage 18 and a rotatably mounted about a vertical pivot axis superstructure 20
  • a mast 22 is mounted on a carrier vehicle 16.
  • the support cables are guided over a deflection roller 24 arranged in the upper region of the mast 22 and can be wound up or down by means of a winch 28.
  • the removal device 30 suspended from the suspension ropes 30, which may also be referred to as the excavation device, comprises a frame 32 which can be lowered into a slot 58 in the bottom 64, at the lower end of which at least one removal tool, in particular a cutting wheel 34, is arranged.
  • the cutting wheel 34 is rotatably mounted on the frame 34 for removing soil material.
  • a slot 58 in the bottom 64 is first created by means of the removal device 30.
  • the Abtrags réelle 30 is thereby lowered substantially vertically and created by removal or excavation of soil material, the slot 58. This is after or during its creation with a curable medium, in particular a curable suspension, concrete or earth concrete, filled, which to the sealing or Slot wall element 62 hardens.
  • Fig. 2 The creation of one of a plurality of sealing or slot wall elements 62 existing sealing or slot wall 60 is in Fig. 2 shown schematically. To create the slot wall 60 successive individual slot wall elements 62 are created, each overlapping, as in Fig. 2 shown.
  • the individual slot wall elements 62 of the slot wall 60 and the slot wall 60 must be precisely aligned. In particular, tilts, drifts and torsions of the slot wall elements 62 are to be avoided.
  • the shape of the created slots 58 corresponds to FIG individual slot wall elements 62 and the slot wall 60.
  • the position of the individual slots 58 is in turn determined by the position of the Abtrags experts 30.
  • the position of the slot wall elements 62 to be created can thus be determined.
  • a measuring device 40 is provided according to the invention.
  • the measuring device 40 is, in particular, a tachymeter, which can be operated by a surveyor and is set up above a floor surface 66.
  • cable points 42 in particular optically, can be sighted and their spatial position determined as a measured value.
  • the measuring or cable points 42 are located above the bottom surface 66 or outside the slot 58.
  • a vector 46 of the respective cable 26 can be calculated, in the extension of which a point of articulation of the cable 26 is located on the removal device 30.
  • a second point of articulation on the removal device 30 can be determined.
  • the spatial position or orientation of the ablation device 30 in the bottom 64 can now be determined.
  • the removal device 30 hangs perpendicularly at the articulation points of the cables 26.
  • an inclinometer may be provided on or in the removal tool 30. This can serve as a control for the driver in the vertical lowering of the removal tool 30. If the inclinometer 50 shows an angle of the removal tool 30 deviating from the perpendicular, an inclined vector whose length corresponds to the length of the removal tool 30 can be added to determine the position and orientation of the contact surface of the removal tool 30 with the determined points of articulation of the cables on the removal tool 30.
  • the meter When creating the slot wall 60, the meter may remain stationary during the creation of a predetermined number of slot wall elements while the device 10 is indexed to create additional slot wall elements 62.
  • At least one further measuring point 42 can be determined as the control measuring point 44 between two measuring or cable points 42 of a cable 26, which serve as calculated values for determining the vector 46. If all the measuring points 42 of a rope lie on a straight line, it can be assumed that the cable 26 runs overall straight.
  • a fixed construction site coordinate system 68 is set up.
  • the position of the measuring device 40 is relative to the construction site coordinate system 68 known.
  • the construction site coordinate system 68 has, for example, a plurality of fixed points 70 as reference points.
  • the cable or measuring points 42 on the cables 26 can also be determined with respect to the construction site coordinate system 68.
  • the spatial position of the removal device 30 with respect to the construction site coordinate system 68 can also be calculated.
  • Fig. 3 schematically illustrates different cross-sectional planes 36 of a Abtrags réelles 30 which illustrate the position of the Abtrags réelles 30 at different depths in the slot 58 and the resulting slit wall element 62.
  • an ideal guide of the removal device 30 is shown, in which the individual cross-sectional planes 36 are arranged substantially parallel and vertically with one another.
  • one of the cross-sectional planes 36 is tilted.
  • the slot 58 has an undesirable position, which can cause leaks in the slot wall 60.
  • Such undesirable variations of individual slot wall elements 62 can be reliably and inexpensively avoided with the present invention.
  • the position of the removal device 30 in the slot can be displayed to the operator of the construction work device in a driver's cab on a display 17.
  • an absolute position of the ablation device 30 in the slot 58 can be represented with respect to a zero line of verticality.
  • a guide wall or drilling template 72 may be provided at a predetermined position in an upper region of the floor 64.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Earth Drilling (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)
  • Sampling And Sample Adjustment (AREA)
  • Geophysics And Detection Of Objects (AREA)
  • Wind Motors (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • A Measuring Device Byusing Mechanical Method (AREA)

Claims (16)

  1. Procédé pour l'élévation d'un élément de paroi moulée (62) dans le sol (64), selon lequel, à l'aide d'un dispositif d'enlèvement (30), une tranchée (58) est réalisée dans le sol (64) par enlèvement de matière du sol et un milieu durcissable est introduit dans la tranchée (58) pour la formation de l'élément de paroi moulée (62),
    caractérisé :
    - en ce que, entre le dispositif d'enlèvement (30) et un engin porteur (14), au moins deux câbles (26) sont tendus, pour lesquels, à l'aide d'un tachéomètre servant de dispositif de mesure (40) et placé à distance de l'engin porteur (14), les positions d'au moins deux points de câble (42) espacés verticalement d'un câble (26) sont déterminées chacune au moyen de mesures d'angles et de distances, et
    - en ce que les positions déterminées des points de câble (42) sont utilisées pour la détermination d'une position du dispositif d'enlèvement (30) dans le sol (64).
  2. Procédé selon la revendication 1,
    caractérisé :
    en ce que l'un des câbles (26) au moins est un câble porteur, auquel le dispositif d'enlèvement (30) est suspendu.
  3. Procédé selon la revendication 1 ou 2,
    caractérisé :
    en ce qu'une position de profondeur du dispositif d'enlèvement (30) dans le sol (64) est déterminée et utilisée pour la détermination de la position du dispositif d'enlèvement (30).
  4. Procédé selon une des revendications 1 à 3,
    caractérisé :
    en ce que l'opération d'enlèvement est interrompue avant la détermination des positions des points de câble (42).
  5. Procédé selon une des revendications 1 à 4,
    caractérisé :
    en ce que les câbles (26) sont tendus avant la détermination des positions des points de câble (42).
  6. Procédé selon une des revendications 1 à 5,
    caractérisé :
    en ce que plus de deux câbles (26) sont prévus, pour chacun lesquels les positions d'au moins deux points de câble (42) sont déterminées.
  7. Procédé selon une des revendications 1 à 6,
    caractérisé :
    en ce qu'entre deux points de câble (42), la position d'au moins un troisième point de câble (42) servant de point de mesure de contrôle (44) est déterminée.
  8. Procédé selon une des revendications 1 à 7,
    caractérisé :
    en ce que, pour la mesure d'angle et de distance au moyen du tachéomètre servant de dispositif de mesure (40), un faisceau laser est utilisé.
  9. Procédé selon une des revendications 1 à 8,
    caractérisé :
    en ce qu'une position du dispositif de mesure (40) et/ou du dispositif d'enlèvement (30) est déterminée par rapport à un repère (68) lié au chantier.
  10. Procédé selon une des revendications 1 à 9,
    caractérisé :
    en ce qu'une inclinaison du dispositif d'enlèvement (30) par rapport à la verticale est mesurée à l'aide d'un inclinomètre (50).
  11. Procédé selon une des revendications 1 à 10,
    caractérisé :
    en ce qu'à l'aide d'un dispositif d'évaluation et en utilisant des données du dispositif de mesure (40), la position du dispositif d'enlèvement (30) est affichée et/ou une information est indiquée en vue de la correction de la position.
  12. Procédé selon une des revendications 1 à 11,
    caractérisé :
    en ce que la position du dispositif d'enlèvement (30) est commandée de manière automatique avec un dispositif de commande et en utilisant des données du dispositif de mesure (40).
  13. Agencement pour l'élévation d'un élément de paroi moulée (62) dans le sol (64), avec :
    - un engin porteur (14),
    - un dispositif d'enlèvement (30) suspendu à l'engin porteur (14) pour l'enlèvement de matière du sol en vue de la réalisation d'une tranchée (58) dans le sol (64), et
    - un dispositif d'injection pour l'injection d'un milieu de soutènement dans la tranchée (58),
    - dans lequel au moins deux câbles (26) sont tendus entre le dispositif d'enlèvement (30) et l'engin porteur (14),
    caractérisé :
    - en ce qu'un tachéomètre placé à distance de l'engin porteur (14) est prévu en tant que dispositif de mesure (40), à l'aide duquel, pour au moins deux câbles (26), les positions d'au moins deux points de câble (42) espacés verticalement peuvent être déterminées chacune au moyen de mesures d'angles et de distances, et
    - en ce qu'un dispositif d'évaluation est prévu, avec lequel une position du dispositif d'enlèvement (30) dans le sol (64) peut être déterminée en utilisant des données du dispositif de mesure (40).
  14. Agencement selon la revendication 13,
    caractérisé :
    en ce que le dispositif de mesure (40) est disposé sur la surface du sol à distance de l'engin porteur (14).
  15. Agencement selon la revendication 13 ou 14,
    caractérisé :
    en ce qu'un dispositif d'affichage est prévu, qui indique la position du dispositif d'enlèvement (30) en utilisant des données du dispositif de mesure (40).
  16. Agencement selon une des revendications 13 à 15,
    caractérisé :
    en ce qu'un dispositif de commande est prévu pour la commande automatique du dispositif d'enlèvement (30) en utilisant des données du dispositif de mesure (40).
EP12000598.8A 2012-01-31 2012-01-31 Procédé et agencement destinés à la fabrication d'un élément de paroi moulée Active EP2623677B1 (fr)

Priority Applications (11)

Application Number Priority Date Filing Date Title
ES12000598.8T ES2533573T3 (es) 2012-01-31 2012-01-31 Procedimiento y disposición para la elaboración de un elemento de muro pantalla
PL12000598T PL2623677T3 (pl) 2012-01-31 2012-01-31 Sposób i układ do tworzenia elementu ściennego wykopu
EP12000598.8A EP2623677B1 (fr) 2012-01-31 2012-01-31 Procédé et agencement destinés à la fabrication d'un élément de paroi moulée
HUE12000598A HUE024532T2 (en) 2012-01-31 2012-01-31 Procedure and Arrangement for Producing a Slit Wall Element
US13/608,972 US8864422B2 (en) 2012-01-31 2012-09-10 Method and arrangement for producing a trench wall element
CA2795681A CA2795681C (fr) 2012-01-31 2012-11-15 Procede et disposition pour produire un element d'etayage des parois de tranchees
RU2012149608/03A RU2528329C2 (ru) 2012-01-31 2012-11-22 Способ и установка для сооружения элемента траншейной стены
MYPI2012005328A MY168673A (en) 2012-01-31 2012-12-10 Assembly and method for manufacturing a slotted wall element
JP2013014346A JP5642813B2 (ja) 2012-01-31 2013-01-29 トレンチ壁要素の作製方法及び装置
KR1020130010902A KR101459063B1 (ko) 2012-01-31 2013-01-31 트렌치 벽 요소를 생성하기 위한 방법 및 장치
HK13109465.2A HK1182151A1 (en) 2012-01-31 2013-08-13 Assembly and method for manufacturing a slotted wall element

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EP12000598.8A EP2623677B1 (fr) 2012-01-31 2012-01-31 Procédé et agencement destinés à la fabrication d'un élément de paroi moulée

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EP2623677B1 true EP2623677B1 (fr) 2015-01-07

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JP (1) JP5642813B2 (fr)
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CA (1) CA2795681C (fr)
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HK (1) HK1182151A1 (fr)
HU (1) HUE024532T2 (fr)
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3865818A1 (fr) 2020-02-13 2021-08-18 BAUER Spezialtiefbau GmbH Dispositif réflecteur pour un agencement de mesure de tachymètre et procédé de mesure

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2809870B8 (fr) 2013-08-27 2016-05-18 BAUER Spezialtiefbau GmbH Procédé et équipement de forage pour l'insertion précise d'un tube de forage
KR101617174B1 (ko) * 2015-09-16 2016-05-02 삼보이엔씨 주식회사 연속벽 굴착장치
CN105890574A (zh) * 2016-04-22 2016-08-24 上海工程技术大学 一种基坑测斜系统用倾角传感器电路
CN106498998B (zh) * 2016-10-17 2018-11-02 杭州电子科技大学 一种水轮机驱动冲射式水下开沟装置及其开沟方法
IT201700022210A1 (it) 2017-02-28 2018-08-28 Soilmec Spa Dispositivo di misura di uno scavo.
CN106974452B (zh) * 2017-03-29 2022-05-27 西安科技大学 可燃性气体高压气瓶存储保护柜及方法
FR3078739B1 (fr) * 2018-03-09 2020-03-27 Soletanche Freyssinet Machine de forage comportant un dispositif de connexion pour un dispositif de mesure de verticalite
CN109341593B (zh) * 2018-08-17 2020-08-07 中国矿业大学 一种综采工作面刮板输送机直线度光纤监测方法
CN109826237B (zh) * 2019-02-11 2024-05-10 中国水电基础局有限公司 一种利用hdpe膜片施工复合防渗地下连续墙的工装及方法
CN111764441B (zh) * 2020-05-25 2022-03-04 宁波冶金勘察设计研究股份有限公司 一种钻芯式桩基检测装置
KR102373567B1 (ko) * 2020-06-03 2022-03-11 (주)나우이엔에스 트렌치커터의 굴착 자동화 시스템 및 방법
CN112081167B (zh) * 2020-09-08 2022-07-05 镇江市亿华系统集成有限公司 高平整度抓斗船基槽精挖作业控制方法
DE102020132080A1 (de) * 2020-12-02 2022-06-02 Herrenknecht Aktiengesellschaft Vorrichtung und Verfahren zur Ermittlung einer Position einer Abteufvorrichtung im Boden

Family Cites Families (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NO854710L (no) * 1985-11-25 1987-05-26 Hoksrud Lars Oeivind Fremgangsmåte for kontroll og styring av injeksjonssonens utstrekning ved jetinjisering av herdbart bindemiddel i jordarter, samt anordning for gjennomføring av fremgangsmåten.
DE3715977A1 (de) 1987-05-13 1988-12-01 Bauer Spezialtiefbau Raeumvorrichtung
JPH01119489U (fr) 1988-02-01 1989-08-14
AT394779B (de) 1988-12-20 1992-06-25 Universale Grundbau Neigungsmesssystem fuer schlitzwaende
DE9107187U1 (fr) * 1991-06-11 1991-07-25 Bauer Spezialtiefbau
JPH06108456A (ja) 1992-09-30 1994-04-19 Hazama Gumi Ltd 地下連続壁工法用掘削機の位置測定装置
JP3318064B2 (ja) 1993-06-30 2002-08-26 西松建設株式会社 地中連続壁掘削機の位置検出装置
JPH0843094A (ja) 1994-07-27 1996-02-16 Hazama Gumi Ltd 地中連続壁掘削機の位置測定方法及びその装置
JP3742936B2 (ja) 1997-04-28 2006-02-08 株式会社竹中工務店 地中掘削機の掘削精度測定方法及び測定装置
TW424122B (en) * 1997-09-18 2001-03-01 Bauer Spezialtiefbau Slurry wall means
JP3318322B2 (ja) 2000-11-10 2002-08-26 西松建設株式会社 地中連続壁掘削機の位置検出装置
RU2281370C2 (ru) * 2004-07-20 2006-08-10 Юрий Александрович Данилов Способ бурения вертикальных скважин
DE502004005275D1 (de) * 2004-08-12 2007-11-29 Bauer Maschinen Gmbh Verfahren und Vorrichtung zur Bodenbearbeitung
DE502004005279D1 (de) * 2004-08-23 2007-11-29 Bauer Maschinen Gmbh Vorrichtung und Verfahren zum Erstellen einer Schlitzwand im Erdboden
EP1703023B1 (fr) * 2005-03-18 2011-06-22 BAUER Maschinen GmbH Benne de forage pour creuser des tranchées dans le sol avec commande de direction
RU62125U1 (ru) * 2006-09-11 2007-03-27 Государственное образовательное учреждение высшего профессионального образования "Воронежская лесотехническая академия" (ВГЛТА) Устройство для контроля за положением элементов рабочего оборудования одноковшового гидравлического экскаватора
RU2392383C2 (ru) * 2007-03-09 2010-06-20 Александр Алексеевич Афанасьев Способ контроля технологических параметров производства работ по методу "стена в грунте"

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3865818A1 (fr) 2020-02-13 2021-08-18 BAUER Spezialtiefbau GmbH Dispositif réflecteur pour un agencement de mesure de tachymètre et procédé de mesure

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MY168673A (en) 2018-11-29
KR101459063B1 (ko) 2014-11-07
CA2795681C (fr) 2015-03-24
KR20130088805A (ko) 2013-08-08
US8864422B2 (en) 2014-10-21
US20130223939A1 (en) 2013-08-29
RU2012149608A (ru) 2014-05-27
JP5642813B2 (ja) 2014-12-17
EP2623677A1 (fr) 2013-08-07
HK1182151A1 (en) 2013-11-22
CA2795681A1 (fr) 2013-07-31
ES2533573T3 (es) 2015-04-13
PL2623677T3 (pl) 2015-04-30
JP2013155598A (ja) 2013-08-15
HUE024532T2 (en) 2016-01-28
RU2528329C2 (ru) 2014-09-10

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