EP3719207B1 - Schlitzwandfräsvorrichtung und verfahren zum fräsen eines frässchlitzes im boden - Google Patents

Schlitzwandfräsvorrichtung und verfahren zum fräsen eines frässchlitzes im boden Download PDF

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Publication number
EP3719207B1
EP3719207B1 EP19167353.2A EP19167353A EP3719207B1 EP 3719207 B1 EP3719207 B1 EP 3719207B1 EP 19167353 A EP19167353 A EP 19167353A EP 3719207 B1 EP3719207 B1 EP 3719207B1
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EP
European Patent Office
Prior art keywords
trench
cutter
trench wall
milling
modules
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
EP19167353.2A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3719207A1 (de
Inventor
Leonhard Weixler
Stefan Finkenzeller
Christian Herrmann
Peter Platzek
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 Maschinen GmbH
Original Assignee
Bauer Maschinen 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
Priority to EP19167353.2A priority Critical patent/EP3719207B1/de
Application filed by Bauer Maschinen GmbH filed Critical Bauer Maschinen GmbH
Priority to ES19167353T priority patent/ES2911553T3/es
Priority to JP2021559139A priority patent/JP7316374B2/ja
Priority to CN202080026654.5A priority patent/CN113614312B/zh
Priority to KR1020217031487A priority patent/KR102621289B1/ko
Priority to PCT/EP2020/053808 priority patent/WO2020200561A1/de
Priority to BR112021018951A priority patent/BR112021018951A2/pt
Priority to SG11202109942U priority patent/SG11202109942UA/en
Priority to US17/600,921 priority patent/US20220162828A1/en
Publication of EP3719207A1 publication Critical patent/EP3719207A1/de
Application granted granted Critical
Publication of EP3719207B1 publication Critical patent/EP3719207B1/de
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
    • 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
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F3/00—Dredgers; Soil-shifting machines
    • E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/18—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
    • E02F3/20—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels with tools that only loosen the material, i.e. mill-type wheels
    • E02F3/205—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels with tools that only loosen the material, i.e. mill-type wheels with a pair of digging wheels, e.g. slotting machines
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
    • E02F9/20—Drives; Control devices
    • E02F9/2025—Particular purposes of control systems not otherwise provided for
    • E02F9/2045—Guiding machines along a predetermined path

Definitions

  • a so-called trench wall cutter is arranged vertically adjustable on a mast or cantilever arm.
  • the masts or cantilever arms on the carrier devices usually have a height of 15 m to 30 m or more. The height of the mast is largely determined by the height of the trench wall cutter.
  • Such diaphragm wall milling devices are used to create diaphragm or cut-off walls which can reach depths of up to 100 m and more. Such slotted or sealing walls are used for.
  • This trench wall milling device has a rail-guided carriage with a frame and a cantilever arm, which is only insignificant is higher than a vertical length of a trench cutter.
  • a cable drum for a support cable and connecting cable and a hose drum for a supply hose are mounted on the support frame close to the ground.
  • the trench wall cutter is limited to the essential components, such as cutting wheels, drives, pumps, with a guide frame being designed to be small.
  • the height of use is essentially limited by the height of the trench wall milling machine.
  • a trench wall cutter cannot be reduced in size at will, since a certain size is required for the cutting wheels, the drives, the pump and, in particular, for a guide frame.
  • a trench wall cutter is known in which a maintenance time for changing the cutting teeth on the cutting wheels can be reduced. This is achieved by not replacing individual cutting teeth but a cutting head on the milling frame as a whole.
  • the invention is based on the object of specifying a trench wall milling device and a method for milling a trench in the ground, with which efficient milling is made possible even under particularly cramped spatial conditions.
  • a trench wall milling device is provided with a trench wall milling cutter, which is made up of at least two milling cutter modules, and a supporting structure for suspending and moving the trench wall milling cutter in a vertical direction for forming a cut trench in the ground, the supporting structure has a guide device which is designed to feed the separate milling modules to a work area at which the milling slot is to be created.
  • a basic idea of the invention can be seen in dividing the trench wall cutter into at least two cutter modules which are detachably connected to one another. Furthermore, a support structure is provided for suspending and moving the trench wall cutter in a vertical direction to form the cut trench, the support structure additionally having a guide device for feeding the separate cutter modules. According to the invention, it is therefore no longer necessary to transport a ready-to-use trench wall cutter to a work area at which the cut trench is being created. Instead, according to the invention, the trench wall cutter is divided into its milling modules and fed to the work area and only there assembled into the trench wall cutter.
  • the support structure is designed with a corresponding guide or transport device.
  • the supporting structure can preferably have an overall height which is smaller than the height of the ready-to-use trench cutter. The supporting structure only needs to be the same height or higher than the height of the milling module.
  • milling can also be carried out at work sites where only a very low working height is available, which is even lower than the height of the assembled trench cutter.
  • This can be the case in particular if a so-called guide slot, which can have a depth of about 1 m to 4 m, is prefabricated in the work area, so that one or more cutter modules can already be inserted into the guide slot when assembling the trench wall cutter.
  • the trench wall milling device according to the invention cannot only be used in tunnels or in buildings. Due to the very low overall height, which can be less than 5 m and also less than 3 m, the trench wall milling device can be provided or surrounded overall with a privacy, dust protection and/or sound insulation cover. It is even possible to permanently install the entire trench wall milling device in one or two or three standard containers. This can be particularly the case when milling in cities, inhabited areas, airports or other infrastructure projects, buildings or other sensitive construction site areas.
  • a preferred embodiment of the invention consists in that a first milling module with milling wheels and a second milling module with at least one drive unit are provided.
  • the first cutter module can have the lower section of the trench wall cutter with the cutting wheels and the bearings of the cutting wheels on a base support.
  • the second milling module contains at least one drive unit, preferably for a pump device, which is designed in particular for flushing and/or pumping out suspension with the ground material that has been milled off.
  • this or another drive unit can also be for the cutting wheels.
  • guide elements for guiding and adjusting the milling cutter in the milling slot can also be arranged on the second milling module.
  • extendable adjusting elements can be provided, which can be executed by means of adjusting cylinders, in order to adjust the trench wall cutter in relation to the trench walls.
  • the trench wall cutter can be constructed from a large number of other cutter modules, which can have different functions. It is particularly preferred that at least one further milling module is provided, which has a guide frame.
  • the guide frame can be purely passive as a scaffold-like frame with contact elements for positioning and guiding along the milled trench walls. Preferably, these plate-shaped elements can also be raised in order to bring about a relative change in position in the milled slot.
  • a plurality of such milling modules with guide frames can be arranged, the guiding accuracy and guiding stability of the trench wall cutter in the cut trench being increased with an increasing height of the guide frame. In this way, cut trenches with great depths of up to 100 m and more can be created with good guiding accuracy, even with limited construction heights.
  • a support device is arranged on at least one, preferably the uppermost cutter module, with which the trench wall cutter is held on the support structure via a support cable or a rod-shaped support device.
  • the support structure has at least one guide rail along which the individual cutter modules are mounted so that they can be displaced transversely to the cut trench.
  • the support structure therefore not only allows the trench wall cutter to be displaced vertically in a driving direction, but also a displacement of the individual cutting modules transversely to this driving direction. This allows efficient feeding and removal of the individual milling modules and expedient assembly and disassembly.
  • a displacement device in principle, can be done by hand with suitable bearings.
  • a displacement drive for displacing the milling module.
  • This can be a motor with a pinion, for example, which causes a movement along a rack, for example.
  • a cable mechanism with a cable winch or a linear actuating cylinder or any other suitable drive device can also be provided.
  • the drive can preferably be operated electrically or hydraulically.
  • the milling modules can be connected in any suitable manner that enables the quickest possible detachment and connection.
  • the cutter modules have connecting surfaces which are directed transversely and/or longitudinally to a longitudinal or cutting direction of the trench wall cutter. As a result, connecting surfaces are created that are as large as possible, which allow a particularly stable connection between the individual milling modules.
  • connection devices are both mechanical connection devices in order to couple the milling modules to one another in a stable and firm manner.
  • the connecting devices can also include devices for connecting supply hoses and lines, for example for electrical energy and for data transmission.
  • quick-connect devices can also be provided. These can be operated manually or at least partially by means of appropriately driven actuators, such as actuating cylinders.
  • the lines between supply units are preferred and tiller modules are not separated and therefore no longer have to be connected when installing the tiller.
  • each milling module can be assigned its own supply unit with a direct line connection.
  • the supporting structure can be built up compactly from steel girders, with the supporting structure being arranged exclusively at the work area.
  • a particularly efficient mode of operation of the trench wall milling device can be achieved in that the supporting structure extends along a working area in which adjacent milled slots are made.
  • the trench cutter can be moved along the supporting structure by dismantling the individual cutter modules and reassembled to form a cut trench in order to create a second or further cut in the work area. In this way, a continuous milled slot can be created in an efficient manner, such as is desired for a diaphragm or cut-off wall.
  • the support structure can be constructed individually from support elements.
  • An advantageous embodiment variant of the trench wall milling device according to the invention can be seen in the fact that the supporting structure can be moved or moved.
  • the support structure can be moved in whole or in part by means of a hoist or by means of a traversing device, such as a walking mechanism, which can also be part of the support structure.
  • Longer milled slots can also be produced with such a mobile support structure, which are produced from a large number of individual slots lying next to one another.
  • a further preferred embodiment of the invention consists in that at least one lifting unit for vertically moving the trench wall cutter is arranged on the supporting structure.
  • the lifting unit is preferably designed as a winch arrangement with a carrying cable or as a telescoping linkage.
  • the lifting unit has a corresponding lifting drive, such as a rotary drive. This can be operated electrically or hydraulically.
  • the lifting unit itself can be mounted in modular form as an easily detachable and adjustable module on the supporting structure.
  • At least one corresponding deflection roller can, for example a carrying cable from the winch arrangement of the lifting unit along an upper area of the supporting structure to the trench wall cutter and be releasably connected thereto.
  • the at least one deflection roller can be rotatably mounted on a roller carriage, which is movably mounted on the supporting structure.
  • At least one supply unit with at least one hose and/or cable reel is arranged on the supporting structure.
  • the one or more supply units can also be mounted on the supporting structure as easily detachable and displaceable modules.
  • the hoses can be designed for supplying and removing suspension or hydraulic fluid to the trench wall cutter.
  • the lines on the cable drums can be designed to transmit electrical energy, hydraulic fluid or as data lines.
  • the lifting unit and the supply unit can also be formed together on one module or one unit.
  • the support structure can be of any design. It is preferred that the support structure has vertical supports on which the at least one guide rail is held at a distance from the floor. In this way, the milling modules can be reliably slid along the support structure along one or more parallel guide rails and assembled at the work site.
  • the individual milling modules can have attachment points for attaching the lifting unit, in particular a support cable, so that the individual milling modules can be lifted into a guide slot or out of the milled slot and then moved along the supporting structure.
  • the invention also relates to a trench wall cutter, which is characterized in that it is made up of at least two cutter modules which have essentially the same height.
  • This trench wall cutter can preferably be used with the trench wall cutter device described above.
  • the trench wall cutter can also be used independently of this, in particular of the support structure described above and can also be used, for example, on conventional carrier devices.
  • the design of the individual milling modules with the same height and with a fundamental the same cross-section allows good and uniform transportability of the individual modules.
  • the height of the milling modules is not higher than twice the diameter of the milling wheels.
  • the diameter of the cutter wheels is typically between 0.5 m and 2.5 m. Accordingly, the possible height of the cutter modules is between 0.5 m and 5 m. The difference in the heights of the individual cutter modules is no more than 20%, especially not more than 10%.
  • the height of the milling module is not higher than 3 m.
  • the milling modules can thus be accommodated in a standard container or at least in a so-called high-cube container for transport purposes, which is readily suitable for road transport.
  • the compact height of the milling module according to the invention allows it to be used in tunnels, cellars or other cramped spaces.
  • one or more standard or high-cube containers can be provided as an enclosure or housing for use with the trench cutter.
  • a trench wall cutter which is characterized in that it is made up of at least two cutter modules which are mechanically detachably connected to one another, with a first cutter module with the cutter wheels being connected directly to a first supply unit independently of the second cutter module power supply is connected.
  • This trench wall cutter according to the invention can also be provided in combination with the previously described trench wall milling device or as a further development of the aforementioned trench wall cutter with essentially the same height of the cutter modules.
  • this trench cutter according to the invention is preferably independent of this.
  • An essential advantage of the trench wall cutter according to the invention is that the at least two cutter modules only have to be assembled mechanically, without a line connection between the at least two cutter modules having to be closed.
  • the first milling module with the milling wheels is directly connected to a first supply unit via a supply line, which directly from the first supply unit leads to the first milling module.
  • the at least one further milling module can be free of an energy supply.
  • the further milling module serves as a passive guide frame.
  • a preferred development of the trench wall cutter according to the invention is that the at least one second cutter module is also connected to an independent supply unit. This can be provided, for example, for actuating control elements for controlling the trench wall cutter in the trench.
  • a respective supply line from a first supply unit to a first cutter module and from a second supply unit to a second cutter module can be arranged on the opposite narrow sides of the trench wall cutter.
  • a method for cutting a cut trench in the ground with the above-described trench wall cutting device or one of the trench wall cutters is provided, in particular in which a supporting structure is arranged with a guide device, and a trench wall cutter is arranged on the supporting structure and lowered into the ground in a vertical direction ground material is milled off in a working area and the cut trench is thus formed, with the trench wall cutter being constructed from at least two cutter modules which are fed separately from one another by means of the guide device to the working area and are connected to one another at the working area to form the trench wall cutter.
  • This method can also be used to mine mineral resources that are located below a so-called micro tunnel created for this purpose.
  • a particularly advantageous method variant of the invention can be seen in the fact that at least two adjacent milled trenches are created, after the creation of a first milled trench, the trench wall cutter is withdrawn from the first milled trench, separating the cutter modules, and that to form a further cut trench, the cutter modules are moved along the guide device and reconnected to the trench wall cutter, which is then lowered into the ground while soil material is cut away.
  • this method several milled slots can be efficiently produced with good milling guidance and with relatively large milling depths, even in confined spaces.
  • the adjacent milled slots do not have to be directly adjacent to one another.
  • the at least one cut trench is filled with a settable suspension, which hardens to form the diaphragm wall.
  • the filling with a settable suspension can already take place during the milling in a so-called one-phase process or by a final replacement of a supporting suspension with a settable suspension in a so-called two-phase process.
  • FIG. 1 to 4 is shown in various views of a trench wall milling device 10 according to the invention, which for installation in a tunnel an approximately circular tunnel cross section is formed.
  • the trench wall milling device 10 according to Figures 1 to 4 is shown in a rest or home position before a milling method according to the invention is carried out.
  • the trench wall milling device 10 has a framework-like supporting structure 20, which is also described in more detail in figure 5 is shown.
  • the support structure 20 includes a lattice-like floor support 21, which is made up of longitudinal and transverse beams. Furthermore, a correspondingly grid-like or ladder-like construction of the ceiling area 23 is provided, which is carried by the floor support 21 via a large number of vertical supports 22 .
  • a guide device 24 with guide rails 25 can be formed along the ceiling area 23 and also along the floor support 21, the function of which will be described in more detail below.
  • the longitudinal beams of both the floor support 21 and the ceiling area 23 can form guide rails 25 of a displacement device 26 .
  • a first auger module 40 is disposed within the auger section 28 in the quiescent or home state.
  • the first milling module 40 has a base frame 44 with milling wheels 42 arranged thereon.
  • the first milling module 42 is mounted displaceably along the upper guide rails 25 in a longitudinal direction of the supporting structure 20 via the base frame 44 .
  • a first supply unit 80 with a rotatable cable drum 82 for a plurality of cables 84 is slidably mounted on a first support carriage 86 in relation to the milling section 28 on the left side of the supporting structure 20 .
  • the lines 84 can be embodied as data lines for electrical power or for the supply of hydraulic energy or compressed air to the first milling module 40 with the milling wheels 42 .
  • the first support carriage 86 is mounted in a longitudinally displaceable and lockable manner both along the guide rails 25 on the ceiling area 23 and along guide rails 25 on the floor support 21 .
  • the first supply unit 80 is connected directly to the first milling module 40 .
  • a hose line 74 of the hose reel 72 is shown.
  • the hose line 74 can be designed for removing milled soil material with support liquid.
  • Additional lines 75 on the line drum 73 can be electrical lines for control or measurement signals or for supplying and removing hydraulic fluid. The further supply and removal of the media into and out of the supporting structure 20 takes place in the usual way by means of lines and hoses and is not shown for reasons of clarity.
  • the first milling module 40 is in 6 shown in more detail.
  • Two pairs of cutting wheels 42 are rotatably mounted on a base frame 44 which is approximately U-shaped in cross section.
  • Two milling wheels 42 each are rotatably mounted on a central milling shield 43 which is attached to an underside of the base frame 44 .
  • the cutting wheels 42 are provided, in a manner known in principle, on their outside with removal teeth for removing soil material.
  • a second milling module 50 which consists of a box-shaped guide frame 54 .
  • the cross section of the guide frame 54 roughly corresponds to the cut cross section of the first cutter module 40, so that the trench wall cutter is guided through the guide frame 54 in the cut trench itself.
  • plate-shaped adjusting elements 56 are provided in a basically known manner by means of hydraulic cylinders, with which a certain position adjustment relative to the walls of the cut trench is made possible.
  • Second connecting surfaces 58 are provided on the guide frame 54 , which enable a precisely positioned connection to the first connecting surfaces 48 on the first milling module 40 .
  • a drive unit 52 is mounted, which is designed as a pump device.
  • a holding device 55 for attaching a carrying cable is provided on a top side of the guide frame 54 in a central area.
  • the previously mentioned displacement carriage 27 is in 8 shown in more detail.
  • This has a carriage frame 34, on the outside of which four guide rollers 35 are rotatably mounted. With the guide rollers 35, the displacement carriage 27 is guided linearly on or in the guide rails 25 of the guide device 24 on the supporting structure 20.
  • the guide rollers 35 are arranged in pairs opposite one another, with an intermediate space being formed between the two pairs, in which two laterally opposite deflection rollers 36 for the cable 64 for holding the second cutter module 50 and thus the trench wall cutter as a whole are arranged.
  • the approximately horizontally guided cables 64 are deflected vertically downwards by the winch 62 by means of the deflection rollers 36 .
  • arcuate hose guides 37 embodied approximately in the shape of a quarter circle are arranged on the carriage frame 34 .
  • the horizontally supplied hose line 74 and the lines 75 are deflected in a vertical direction to the trench wall cutter by these hose guides 37 .
  • the already mentioned second supply unit 70 is shown in more detail.
  • This has a second support carriage 76 in which a hose reel 72 for a large hose line 74 for a fluid and a line reel 73 for two hydraulic hoses 75 and two electrical lines 75 are rotatably mounted.
  • a winch drum of the winch 62 for two cables 64 running parallel to one another is rotatably mounted in a rear region of the second support carriage 76 .
  • four guide rollers 35 are arranged evenly distributed and rotatably mounted. With the guide rollers 35, the second supply unit 70 is mounted to be longitudinally displaceable along the guide rails 25 on the ceiling area 23 of the supporting structure 20.
  • the first supply unit 80 educated.
  • This includes a first support carriage 86 on which a cable drum 82 is rotatably mounted.
  • the first support carriage 86 is provided on its side walls with three upper guide rollers 35 which are linearly guided along the guide rails 25 on the ceiling area 23 of the support structure 20 .
  • Farther two lateral support rollers 38 are rotatably mounted on a lower region of the first support carriage 86, which rest along the guide rails 25 on the floor support 21 and are linearly guided along this.
  • a quarter-circle-shaped, arc-like deflection guide 88 is arranged on one end face of the first support carriage 86, with which lines can be deflected from the line drum 82 from the horizontal to a vertical in the direction of the trench wall cutter.
  • Locking devices 89 are used to connect to the first milling module 40 by inserting them into the receptacles 41 (see figure 6 ) are introduced on the first milling module 40, e.g. B. by being extended horizontally by means of hydraulic cylinders.
  • the z. B. can include one or two hydraulic cylinders, so that the first milling module 40 can be lowered into the guide slot or raised again after completion of the slot.
  • a guide slot 6 with fixed guide walls 7 is created in a basically known manner at the bottom of the tunnel tube 5.
  • the guide walls 7 can be concreted or formed by inserted guide elements made of concrete or steel.
  • the guide slot 6 can have a depth of between 1 m and 5 m and is created in a basically known manner, for example by an excavator or by means of a sword cutter.
  • the guide slot 6 is used in a basically known manner to initially guide the trench cutter along the guide walls 7.
  • the guide slot is also used as an assembly space for mounting and connecting the first cutter module 40 to the second cutter module 50, as will be explained in more detail below.
  • the diaphragm wall milling device used in the tunnel tube 5 corresponds to the diaphragm wall milling device 10 described above and has a scaffold-like supporting structure 20 as its essential components, in which a first milling module 40, a second milling module 50 as well as a first supply unit 80 and a second supply unit 70 are guided and held in a linearly displaceable manner are.
  • the supporting structure 20 is adapted to the tunnel tube 5 , with a floor support 21 being supported on the floor of the tunnel tube 5 and a ceiling area 23 of the supporting structure 20 being supported on a ceiling of the tunnel tube 5 . It is also possible that the trench wall milling device 10 is not supported on the ceiling but only on the floor.
  • the tunnel tube 5 can have a diameter of about 2 m to 6 m. With a correspondingly large tunnel cross-section, lateral support for the trench wall milling device 10 is also conceivable, without this taking up the lateral free space which, for. B. can be used as a transport, restricts.
  • the first milling module 40 with the milling wheels 42 is connected to the first supply unit 80 via the locking device 89 and then at least partially lowered into the prefabricated guide slot 6 by means of the lifting device 90, so that the second milling module 50 is pushed along the supporting structure 20 over the first milling module 40 can be.
  • the second supply unit 70 can be displaced and tracked in accordance with the second milling module 50 .
  • the first cutter module 40 can be assembled and connected to the second cutter module 50 to form the ready-to-use trench cutter 30, which is shown in FIGS Figures 15 and 16 is shown.
  • a locking between the first milling machine module 40 and the first supply unit 80 can be released via the locking device 89.
  • the trench wall cutter 30 can then be lowered into the ground via the carrying cable 64 while the cutting wheels 42 rotate, and the ground material can be removed to form the cut trench.
  • the hose line 74 and the lines 75 from the second supply unit 70 can also be connected to the trench wall cutter 30, while the lines 84 from the first Supply unit 80 are permanently connected.
  • the lines between the first supply unit 80 and the first milling module 30 and the lines between the second supply unit 70 and the second milling module are each permanently connected and no longer have to be connected during assembly.
  • the milled soil material can be pumped out via the suction nozzle 45 by means of the drive unit 52 designed as a pump device and conveyed away by means of the hose line 74 outside the milled slot into the tunnel tube 5 and from there outside the tunnel tube 5 .
  • the trench wall cutter 30 can be pulled back up and dismantled in the reverse manner. After relocating the trench wall milling device 10 with the supporting structure 20 as a whole or by linearly displacing the milling modules 40, 50 along the supporting structure 20 to a new work area, the assembly step can then be repeated for reassembling the trench wall milling machine 30 and for carrying out milling of a trench again.
  • the support structure 20 can be designed not only as one part, as shown in the previous exemplary embodiment, but also in several parts, consisting of a number of components which are spaced apart from one another or are connected to one another via swivel joints.
  • a control stand can be provided for controlling the trench wall cutter 30, which is preferably provided on the supporting structure 20 or in the area of the trench wall cutter 30 itself.
  • the trench wall cutter 30 can also be formed directly on the trench wall cutter 30 without a suction device.
  • a corresponding suction device can be arranged in the area of the supporting structure 20 .
  • a suction device in particular a pump, can be arranged on the first milling module 40 with the milling wheels 42 or on the second milling module 50 directly above the milling wheels 42 .

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Sewage (AREA)
  • Earth Drilling (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Multi-Process Working Machines And Systems (AREA)
  • Milling Processes (AREA)
  • Road Repair (AREA)
EP19167353.2A 2019-04-04 2019-04-04 Schlitzwandfräsvorrichtung und verfahren zum fräsen eines frässchlitzes im boden Active EP3719207B1 (de)

Priority Applications (9)

Application Number Priority Date Filing Date Title
ES19167353T ES2911553T3 (es) 2019-04-04 2019-04-04 Dispositivo de fresado de muros de pantalla y procedimiento para fresar una zanja de fresado en el suelo
EP19167353.2A EP3719207B1 (de) 2019-04-04 2019-04-04 Schlitzwandfräsvorrichtung und verfahren zum fräsen eines frässchlitzes im boden
CN202080026654.5A CN113614312B (zh) 2019-04-04 2020-02-13 槽壁铣削装置和用于在地面中铣削铣槽的方法
KR1020217031487A KR102621289B1 (ko) 2019-04-04 2020-02-13 트렌치 벽 커팅 장치 및 지반에 커팅 트렌치를 커팅하는 방법
JP2021559139A JP7316374B2 (ja) 2019-04-04 2020-02-13 トレンチ壁カッティング装置及び地中カットトレンチカッティング方法
PCT/EP2020/053808 WO2020200561A1 (de) 2019-04-04 2020-02-13 Schlitzwandfräsvorrichtung und verfahren zum fräsen eines frässchlitzes im boden
BR112021018951A BR112021018951A2 (pt) 2019-04-04 2020-02-13 Dispositivo de corte de parede de vala e método para cortar uma vala no solo
SG11202109942U SG11202109942UA (en) 2019-04-04 2020-02-13 Trench wall cutting device and method for cutting a cut trench in the ground
US17/600,921 US20220162828A1 (en) 2019-04-04 2020-02-13 Trench wall cutting device and method for cutting a cut trench in the ground

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EP19167353.2A EP3719207B1 (de) 2019-04-04 2019-04-04 Schlitzwandfräsvorrichtung und verfahren zum fräsen eines frässchlitzes im boden

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JP (1) JP7316374B2 (zh)
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CN (1) CN113614312B (zh)
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ES (1) ES2911553T3 (zh)
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EP4101989A1 (de) * 2021-06-07 2022-12-14 BAUER Maschinen GmbH Transportable windenvorrichtung für eine baumaschine
CN114032883B (zh) * 2021-11-27 2023-03-31 红安县水电建筑安装公司 双轮铣防渗墙结构及其施工工艺

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EP4101989A1 (de) * 2021-06-07 2022-12-14 BAUER Maschinen GmbH Transportable windenvorrichtung für eine baumaschine

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KR102621289B1 (ko) 2024-01-04
BR112021018951A2 (pt) 2022-01-18
JP7316374B2 (ja) 2023-07-27
CN113614312A (zh) 2021-11-05
EP3719207A1 (de) 2020-10-07
KR20210134722A (ko) 2021-11-10
CN113614312B (zh) 2022-11-18
JP2022536575A (ja) 2022-08-18
WO2020200561A1 (de) 2020-10-08
ES2911553T3 (es) 2022-05-19
SG11202109942UA (en) 2021-10-28
US20220162828A1 (en) 2022-05-26

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