EP3981920B1 - Excavation device and and excavation method for removing earth - Google Patents
Excavation device and and excavation method for removing earth Download PDFInfo
- Publication number
- EP3981920B1 EP3981920B1 EP20200521.1A EP20200521A EP3981920B1 EP 3981920 B1 EP3981920 B1 EP 3981920B1 EP 20200521 A EP20200521 A EP 20200521A EP 3981920 B1 EP3981920 B1 EP 3981920B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- civil engineering
- modules
- removal device
- carrier structure
- machine
- 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.)
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Links
- 238000000034 method Methods 0.000 title claims description 16
- 238000009412 basement excavation Methods 0.000 title description 5
- 239000002689 soil Substances 0.000 claims description 19
- 239000000463 material Substances 0.000 claims description 12
- 238000012407 engineering method Methods 0.000 claims description 5
- 238000005553 drilling Methods 0.000 claims description 3
- 238000003801 milling Methods 0.000 description 19
- 238000006073 displacement reaction Methods 0.000 description 10
- 238000011161 development Methods 0.000 description 9
- 230000018109 developmental process Effects 0.000 description 9
- 239000000725 suspension Substances 0.000 description 9
- 238000010276 construction Methods 0.000 description 7
- 238000013461 design Methods 0.000 description 4
- 239000012530 fluid Substances 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 239000007788 liquid Substances 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 229910052500 inorganic mineral Inorganic materials 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 239000011707 mineral Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000036346 tooth eruption Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Images
Classifications
-
- 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
- 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
- E02F3/46—Dredgers; Soil-shifting machines mechanically-driven with reciprocating digging or scraping elements moved by cables or hoisting ropes ; Drives or control devices therefor
- E02F3/47—Dredgers; Soil-shifting machines mechanically-driven with reciprocating digging or scraping elements moved by cables or hoisting ropes ; Drives or control devices therefor with grab buckets
- E02F3/475—Dredgers; Soil-shifting machines mechanically-driven with reciprocating digging or scraping elements moved by cables or hoisting ropes ; Drives or control devices therefor with grab buckets for making foundation slots
-
- 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
- E02F3/96—Dredgers; Soil-shifting machines mechanically-driven with arrangements for alternate or simultaneous use of different digging elements
- E02F3/962—Mounting of implements directly on tools already attached to the machine
Definitions
- the invention relates to a civil engineering device for excavating soil according to claim 1.
- the invention also relates to an excavation device according to claim 11 and a civil engineering method for excavating soil using such a civil engineering device according to claim 13.
- 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 civil engineering 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 civil engineering device has a rail-guided carriage with a frame and a cantilever arm, which is only slightly higher than a vertical length of a trench wall 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.
- a compact trench wall cutter is adjustably mounted below a yoke, which is formed by two carrier devices arranged next to one another.
- the two carrier devices are connected to each other via a swivel joint.
- Another milling device is from the EP 2 251 491 A1 known. This shows a milling device for removing soil material with a support and guide frame on which at least two milling units, each with at least one cutting wheel, are mounted, of which at least one milling unit is guided along a sinking device on the support and guide frame.
- the EP 3 425 123 A1 shows a construction machine with a compact boom, at the distal end of which a diaphragm wall grab is arranged.
- the boom integrates a hose or cable drum and thus enables a very compact design.
- an application height is essentially limited by the height of the trench wall cutter.
- 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 shortened. 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 civil engineering device, an excavation device and a civil engineering method for excavating soil, with which efficient operation is made possible even under particularly cramped spatial conditions.
- a civil engineering device which is equipped with a removal device, which is constructed from at least two device modules, and a supporting structure for suspending and moving the removal device in a vertical direction to form a recess in the ground, in and/or on at least two device modules a pedestrian passage is formed, which allows a person to pass horizontally along the at least two device modules in the supporting structure.
- a basic idea of the invention can be seen in configuring the removal device with at least two device modules and optionally further components of the civil engineering device as transportable, compact device modules. Furthermore, a support structure is provided for suspending and moving the removal device in a vertical direction to form the recess, the support structure additionally having a guide device for feeding or transporting the separate device modules. According to the invention, it is therefore no longer necessary to transport a fully operational removal device to a work area at which a recess is being created. Instead, according to the invention, the removal device is divided into its device modules and fed to the work area and only assembled there to form the removal device. Other components such as supply units of the civil engineering device, concreting modules or modules for installing reinforcement can also be designed as device modules.
- the support structure is designed with a corresponding guide or transport device.
- the support structure can preferably have an overall height that is smaller than the height of the removal device that is ready for use.
- the support structure only needs to be the same height or higher than the height of the device modules.
- operation can also be carried out at work locations where only a very low working height is available, which is even lower than the height of the assembled removal device.
- 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 device modules can already be inserted into the guide slot when assembling the removal device.
- the civil engineering device according to the invention can be used at work sites and in buildings with very low ceiling heights, which can be less than 5 m and also less than 3 m. Due to a pedestrian passage formed in or on device modules, it can also be used in a tunnel, in which case the device modules extend in particular over the entire cross section of the tunnel. This ensures that operating personnel can safely pass through, for example for maintenance purposes. In addition, the limited tunnel cross-section for the device modules are completely or largely filled out. This allows a very good use of the limited space.
- the pedestrian passage is preferably located within the paneling of the module.
- pedestrian passages can only be provided on individual device modules. According to a development of the invention, it is particularly expedient for a pedestrian passage to be formed in or on all device modules.
- a preferred embodiment of the invention consists in that a first device module with cutting wheels and a second device module with at least one drive unit are provided.
- the removal device is designed as a trench cutter.
- the first device 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 device 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. Alternatively or in addition, this or another drive unit can also be for the cutting wheels.
- the excavation device can be any device for excavating soil. It is preferred that the removal device comprises a trench wall cutter, a gripping device or a drilling device, in particular a down-the-hole drilling device.
- guide elements for guiding and adjusting the removal device in the recess can also be arranged on the second device module.
- extendable adjusting elements can be provided, which can be executed by means of adjusting cylinders, in order to adjust the removal device relative to the walls.
- the removal device can be constructed from a large number of other device modules, which can have different functions. It is particularly preferred that at least one further device 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 walls of the recess. Preferably, these plate-shaped elements can also be tiltable in order to bring about a relative change in position in the recess, in particular a slot or a bore.
- a plurality of such device modules with guide frames can be arranged, the guide accuracy and guide stability of the removal device being increased as the height of the guide frame increases. In this way, recesses with great depths of up to 100 m and more can be created with good guidance accuracy even with limited overall heights.
- a carrying device is arranged, with which the removal device is held on the carrying structure via a carrying cable or a rod-shaped carrying device.
- the support structure has at least one guide rail, along which the individual device modules are mounted so as to be displaceable transversely to the recess.
- the support structure thus not only allows the removal device to be displaced vertically in a forward direction, but also to enable the individual device modules to be displaced transversely to this forward direction. This allows efficient supply and removal of the individual device modules and expedient assembly and disassembly, particularly in a transverse or horizontal tunnel.
- a displacement device in principle, can have a displacement drive for displacing the device modules.
- This can be a motor with a pinion, for example, which causes a movement along a rack, for example. It can also be a cable winch mechanism or a linear actuator or other suitable mechanism be provided drive device.
- the drive can preferably be operated electrically or hydraulically.
- the device modules can be connected in any suitable manner that enables the quickest possible detachment and connection.
- the device modules have connecting surfaces which are directed transversely and/or longitudinally to a longitudinal or removal direction.
- connecting surfaces are created that are as large as possible, which allow a particularly stable connection between the individual device modules.
- further device modules for supply or holding devices that are separate from the removal device can be provided.
- detachable connecting devices are arranged on the connecting surfaces.
- the connecting devices are both mechanical connecting devices in order to couple the device 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 and device modules are preferably not separated and therefore no longer have to be connected when the removal device is installed.
- each device module can be assigned its own supply unit with a direct line connection.
- the connecting devices are preferably in the area of the pedestrian passages of the device modules.
- 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 civil engineering device can be achieved in that the supporting structure extends along a working area in which adjacent recesses are introduced.
- the removal device by dismantling the individual device modules along the supporting structure and reassembled to form the removal device in order to create a second or further recess in the work area. In this way, a continuous milled slot can be created in an efficient manner, such as is desired for a retaining or cut-off wall.
- a further preferred embodiment of the invention consists in that at least one lifting unit for vertically moving the removal device 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.
- a carrying cable for example, can be guided from the winch arrangement of the lifting unit along an upper area of the supporting structure to the removal device via at least one corresponding deflection roller and can 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 device modules.
- the hoses can be designed to supply and remove suspension or hydraulic fluid to the removal device.
- 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 a device module or a 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, along one or more parallel guide rails, the device modules can be reliably moved along the supporting structure and assembled at the work site.
- the individual device modules can have holding points for attaching the lifting unit, in particular a support cable, so that the individual device modules can be lifted into a guide slot or out of the recess and then moved along the support structure.
- the support structure itself can be made up of one or more containers forming an enclosure.
- a removal device can be present, which is characterized in that it is made up of at least two device modules, which have essentially the same height and at least two device modules have a passage for people, which is directed transversely to the direction of advance of the removal device .
- This removal device can preferably be used in the underground construction device described above.
- the height of the device modules is not higher than 3 m.
- the device modules can thus be accommodated for transport purposes in a standard container or at least in a so-called high-cube container, which is readily suitable for road transport.
- the compact height of the device modules according to the invention allows them to be used in tunnels or other cramped spaces. If the tunnels are created specifically for the use of the civil engineering device, a smaller tunnel cross section is more economical to produce than a large tunnel cross section required for known civil engineering devices.
- one or more standard or high-cube containers can be provided as an enclosure or housing for use with the trench cutter. This once again simplifies the transport, on the one hand, and on the other hand, e.g. B.
- the pedestrian passage can be kept open and extend from a first side of the device module to the opposite side of the device module extend.
- the passage for people on all adjacent device modules of a civil engineering device is designed in such a way that they adjoin one another in a side-by-side state such that a person can change from one device module to the other device module.
- the pedestrian passage can be formed on a side area of the individual device modules or in an inner area.
- one or two doors are arranged to close the pedestrian passage, particularly in the case of the design in an inner area.
- the doors can be used to seal off the pedestrian passageway tightly. In this way it can be prevented that suspension in the milled trench penetrates into the pedestrian passage and soils it.
- a lattice-like grating can be provided on the passage for people in the case of a horizontal passage for people.
- a civil engineering method for removing soil is provided with a civil engineering device as described above, in which a supporting structure is arranged with a guide device and a removing device is arranged on the supporting structure and lowered into the ground in a vertical direction, with soil material being removed in a working area and a recess is formed in this way, with the removal device being constructed from at least two device modules, which are fed separately from one another by means of the guide device to the work area and are connected to one another at the work area to form the removal device, and wherein in and/or on at least two device modules Person passage is formed, through which a person can happen horizontally at least two device modules in the supporting structure.
- the removal device can then be pulled out of the prepared cut and dismantled in the opposite way.
- a particularly advantageous method variant of the invention can be seen in the fact that at least two adjacent recesses are created, after the creation of a first recess, the removal device is withdrawn from the first recess, separating the device modules, and that to form a further recess, the device modules are moved along the Process guide device and be reconnected to the removal device, which is then lowered under removal of soil material in the ground.
- the adjacent recesses which can be slots or bores, do not have to be directly adjacent to one another.
- the individual process steps can be repeated as desired, with the support structure having to be adjusted or moved along the work area with the guide device as the work progresses.
- the process can be carried out at any work location.
- the support structure is arranged in the ground within a tunnel.
- the method can be carried out within a tunnel in the ground under very tight spatial conditions. This method can therefore also be used to mine mineral resources that are located, for example, below a so-called micro tunnel produced for this purpose.
- the at least one recess is filled with a settable suspension, which hardens to form the retaining wall.
- the filling with a settable suspension can already take place during removal in a so-called single-phase process or by a final one Replacing a support suspension with a settable suspension in a so-called two-phase process.
- At least part of the removed soil material can be used to produce the settable suspension, which is mixed directly in the recess or in a processing plant outside the recess with a settable liquid to form the settable suspension.
- a civil engineering device 10 according to the invention is shown in various views, which is designed for installation in a tunnel with an approximately circular tunnel cross section.
- the civil engineering 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 civil engineering 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 ceiling area 23 constructed in the manner of a lattice or ladder 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 .
- An exception to this can be a milling section 28 for assembling and disassembling a removal device in a central area of the supporting structure 20 .
- a ground passage 29 for the trench wall cutter is formed in the ground support 21 on this cutting section 28 with an increased spacing of the vertical supports 22 from one another.
- a floor passage 29 can be provided between all pairs of vertical supports 22 .
- Laterally protruding supports 12 are formed on the floor support 21 , which serve to support gratings 14 .
- one or two lateral pedestrian passages 18 can be formed.
- the pedestrian passage 18 can also be arranged within a device module 40, 50 if this extends entirely or largely over a tunnel cross-section.
- a first fixture module 40 is disposed within the milling section 28 in the quiescent or home state.
- the first device module 40 has a base frame 44 with cutting wheels 42 arranged thereon.
- the first device 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 second device module 50 with a guide frame 54 is mounted laterally next to the first device module 40 so that it can also be displaced along the upper guide rails 25 of the displacement device 26 .
- the second device module 50 with the drive unit 52 mounted therein is suspended on two cables 64 .
- the cables 64 are guided by a winch 62 of a lifting unit 60 along the upper ceiling area 23 to a displacement carriage 27, from which the cables 64 are guided via deflection rollers to the second device module 50 and are releasably attached thereto.
- the cable 64 can also be part of the displacement device 26 for longitudinal displacement of at least the second device module 50 along the upper guide rails 25 .
- first supply unit 80 with a rotatable cable drum 82 for a plurality of cables 84 on the left side of the supporting structure 20 in relation to the milling section 28 slidably mounted on a first support carriage 86 .
- the lines 84 can be embodied as data lines for electric power or for the supply of hydraulic energy or compressed air to the first device module 40 with the cutting 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 directly connected to the first device module 40 .
- a second supply unit 70 with a hose drum 72 and a cable drum 73 which are rotatably mounted in a second support carriage 76 is shown on the right-hand side.
- the second support carriage 76, on which two winch drums of the winch 62 are also rotatably mounted, can be moved longitudinally along the guide rails 25 on the upper ceiling area 23 and fixed.
- the second supply unit 70 serves to supply the second device module 50 directly. It is of course also possible to position the cable reel 82, the hose reel 72 and the cable reel 73 all in the same supply unit 70, 80.
- a hose line 74 of the hose drum 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 device 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 suction nozzle 45 is provided for sucking off the milled soil material with the surrounding supporting or milling liquid.
- a milling drive 46 is attached to the base frame 44 for each pair of milling wheels 42 . In principle, the drive could also be integrated into the cutting wheels 42 .
- vertical and horizontal surfaces are provided on the base frame 44 as the first connecting surface 48, it being possible for through-holes 49 to be provided for bolt connections. Shots 41 are used to connect to the first supply unit 80, as in connection with the figure 10 is explained in more detail.
- a second device module 50 which consists of a box-shaped guide frame 54 .
- the cross-section of the guide frame 54 corresponds approximately to the cut cross-section of the first device module 40, so that the trench wall cutter as a removal device 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 device 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 region.
- the first device module 40 and the second device module 50 can be mechanically connected to each other.
- 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 device 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 .
- 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 them.
- arcuate deflection guide 88 Arranged on one end face of the first support carriage 86 is a quarter-circle, arcuate deflection guide 88 with which cables from the cable reel 82 can be deflected from the horizontal to a vertical in the direction of the trench cutter.
- Locking devices 89 are used to connect to the first device module 40 by fitting them into the receptacles 41 (see figure 6 ) are introduced at the first device 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 device 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 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 wall cutter along the guide walls 7.
- the guide slot is also used as an assembly space for mounting and connecting the first device module 40 to the second device module 50, as will be explained in more detail below.
- the used in the tunnel 5 civil engineering device 10 corresponds to the civil engineering device 10 described above and has as essential components a framework-like support structure 20, in which a first device module 40, a second device module 50 and a first supply unit 80 and a second supply unit 70 are guided and held in a linearly displaceable manner.
- the supporting structure 20 is adapted to the tunnel 5 , with a floor support 21 being supported on the floor of the tunnel 5 and a ceiling area 23 of the supporting structure 20 being supported on a ceiling of the tunnel 5 . It is also possible that the civil engineering device 10 is not supported on the ceiling but only on the floor.
- the tunnel 5 can have a diameter of about 2 m to 6 m.
- lateral support of the civil engineering device 10 is also conceivable, with a free space at the side being able to be used as a passage 18 for operating personnel.
- a grating 14 is placed on the laterally protruding lower horizontal supports 12 to form the pedestrian passage 18 .
- the pedestrian passageway 18 may extend partially on the support structure 20 and partially through the apparatus modules 40,50.
- the first device module 40 with the cutting 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 device module 50 is pushed along the supporting structure 20 over the first device module 40 can be.
- the second supply unit 70 can be displaced and tracked in accordance with the second device module 50 .
- the first device module 40 can be assembled and connected to the second device module 50 to form the ready-to-use trench wall cutter 30 as a removal device Figures 15 and 16 is shown.
- a lock between the first device module 40 and the first supply unit 80 can be released via the locking device 89.
- the removal device 30 can then be lowered into the ground via the carrying cable 64 while the cutting wheels 42 rotate, and soil 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 removal device 30, while the lines 84 are permanently connected to the first supply unit 80 .
- the lines between the first supply unit 80 and the first device module 30 and the lines between the second supply unit 70 and the second device 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 socket 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 trench as a recess in the tunnel tube 5 and from there outside the tunnel tube 5 .
- the removal device 30 can be pulled back up again and dismantled in the reverse manner. After moving the civil engineering device 10 with the supporting structure 20 as a whole or by linearly displacing the device modules 40, 50 along the supporting structure 20 to a new work area, the assembly step can then be repeated to reassemble the removal device 30 and to perform milling of a slot 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 from a number of components which are spaced apart from one another or are connected to one another via swivel joints.
- a control station can be provided, which is preferably provided on the supporting structure 20 or in the area of the removal device 30 itself.
- the removal device 30 can also be formed directly on the removal device 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 device module 40 with the cutting wheels 42 or on the second device module 50 directly above the cutting wheels 42 .
- a device module 50 of the civil engineering device 10 has a cross section which almost completely or largely covers a cross section of the tunnel 5 .
- the support structure 20 can be used as a rail arrangement be formed along the tunnel 5.
- a passage is provided inside the device module, the floor of which forms a grating 14 for the operating or maintenance personnel.
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
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- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Description
Die Erfindung betrifft eine Tiefbauvorrichtung zum Abtragen von Boden gemäß dem Anspruch 1. Weiterhin betrifft die Erfindung eine Abtragsvorrichtung nach Anspruch 11 und ein Tiefbauverfahren zum Abtragen von Boden mit einer solchen Tiefbauvorrichtung gemäß dem Anspruch 13.The invention relates to a civil engineering device for excavating soil according to claim 1. The invention also relates to an excavation device according to claim 11 and a civil engineering method for excavating soil using such a civil engineering device according to
Zum Erstellen von Schlitzen oder Bohrungen im Boden ist es bekannt, Tiefbauvorrichtungen vorzusehen, wie sie beispielsweise aus der
Mit solchen Tiefbauvorrichtungen werden Schlitz- oder Dichtwände erstellt, welche Tiefen von bis zu 100 m und mehr erreichen können. Derartige Schlitz- oder Dichtwände dienen z. B. der Abstützung von Baugruben oder zum Erstellen einer Grundwassersperrung. Es ist auch möglich, mit solchen Fräsen Bodenschätze abzubauen.Such civil engineering 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. B. the support of construction pits or to create a groundwater blockage. It is also possible to mine mineral resources with such milling machines.
In bestimmten Fällen ist es erforderlich, eine Dichtwand in oder nahe an einem Bauwerk, von einem Tunnel aus oder unter beengten Raumverhältnissen zu erstellen. Hierfür können Trägergeräte mit großen Masten und großen Schlitzwandfräsen nicht eingesetzt werden.In certain cases it is necessary to construct a cut-off wall in or near a structure, from a tunnel or where space is limited. Carriers with large masts and large trench cutters cannot be used for this.
Aus der
Eine weitere kompakte Tiefbauvorrichtung geht aus der
Eine weitere Fräsvorrichtung ist aus der
Die
Bei diesen bekannten kompakten Tiefbauvorrichtungen ist eine Einsatzhöhe im Wesentlichen durch die Höhe der Schlitzwandfräse begrenzt. Dabei kann eine Schlitzwandfräse nicht beliebig verkleinert werden, da für die Fräsräder, die Antriebe, die Pumpe und insbesondere für einen Führungsrahmen eine bestimmte Größe benötigt werden.In the case of these known compact civil engineering devices, an application height is essentially limited by the height of the trench wall cutter. 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.
Aus der
Der Erfindung liegt die Aufgabe zugrunde, eine Tiefbauvorrichtung, eine Abtragseinrichtung und ein Tiefbauverfahren zum Abtragen von Boden anzugeben, mit welchen auch unter besonders beengten Raumverhältnissen ein effizienter Betrieb ermöglicht wird.The invention is based on the object of specifying a civil engineering device, an excavation device and a civil engineering method for excavating soil, with which efficient operation is made possible even under particularly cramped spatial conditions.
Die Aufgabe wird zum einen mit einer Tiefbauvorrichtung nach Anspruch 1 und mit einem Tiefbauverfahren nach dem Anspruch 13 gelöst. Bevorzugte Ausführungsformen der Erfindung sind in den jeweils abhängigen Ansprüchen angegeben.The object is achieved on the one hand with a civil engineering device according to claim 1 and with a civil engineering method according to
Gemäß der Erfindung ist eine Tiefbauvorrichtung vorgesehen, welche mit einer Abtragseinrichtung, welche aus zumindest zwei Vorrichtungsmodulen aufgebaut ist, und einer Tragkonstruktion zum Aufhängen und Bewegen der Abtragseinrichtung in einer vertikalen Richtung zum Bilden einer Ausnehmung im Boden, wobei in und/oder an mindestens zwei Vorrichtungsmodulen ein Personendurchgang ausgebildet ist, welcher ein horizontales Passieren einer Person entlang der mindestens zwei Vorrichtungsmodule in der Tragkonstruktion ermöglicht.According to the invention, a civil engineering device is provided which is equipped with a removal device, which is constructed from at least two device modules, and a supporting structure for suspending and moving the removal device in a vertical direction to form a recess in the ground, in and/or on at least two device modules a pedestrian passage is formed, which allows a person to pass horizontally along the at least two device modules in the supporting structure.
Eine Grundidee der Erfindung kann darin gesehen werden, die Abtragseinrichtung mit mindestens zwei Vorrichtungsmodulen sowie gegebenenfalls weiteren Komponenten der Tiefbauvorrichtung als transportable, kompakte Vorrichtungsmodule auszubilden. Weiterhin wird eine Tragkonstruktion zum Aufhängen und Bewegen der Abtragseinrichtung in einer vertikalen Richtung zum Bilden der Ausnehmung vorgesehen, wobei die Tragkonstruktion zusätzlich eine Führungseinrichtung zum Zuführen oder Transportieren der getrennten Vorrichtungsmodule aufweist. Gemäß der Erfindung ist es also nicht mehr notwendig, eine voll einsatzbereite Abtragseinrichtung zu einem Arbeitsbereich zu transportieren, an welchem eine Ausnehmung erstellt wird. Vielmehr wird nach der Erfindung die Abtragseinrichtung aufgeteilt in ihre Vorrichtungsmodule zu dem Arbeitsbereich zugeführt und erst dort zu der Abtragseinrichtung zusammengesetzt. Auch weitere Komponenten, wie Versorgungseinheiten der Tiefbauvorrichtung, Betoniermodule oder Module zum Einbau von Bewehrung können als Vorrichtungsmodule ausgebildet sein. Hierzu ist die Tragkonstruktion mit einer entsprechenden Führungs- oder Transporteinrichtung ausgebildet. Die Tragkonstruktion kann vorzugsweise eine Bauhöhe aufweisen, welche kleiner als eine Höhe der einsatzbereiten Abtragseinrichtung ist. Die Tragkonstruktion braucht nur gleich hoch oder höher als die Höhe der Vorrichtungsmodule sein.A basic idea of the invention can be seen in configuring the removal device with at least two device modules and optionally further components of the civil engineering device as transportable, compact device modules. Furthermore, a support structure is provided for suspending and moving the removal device in a vertical direction to form the recess, the support structure additionally having a guide device for feeding or transporting the separate device modules. According to the invention, it is therefore no longer necessary to transport a fully operational removal device to a work area at which a recess is being created. Instead, according to the invention, the removal device is divided into its device modules and fed to the work area and only assembled there to form the removal device. Other components such as supply units of the civil engineering device, concreting modules or modules for installing reinforcement can also be designed as device modules. For this purpose, the support structure is designed with a corresponding guide or transport device. The support structure can preferably have an overall height that is smaller than the height of the removal device that is ready for use. The support structure only needs to be the same height or higher than the height of the device modules.
Somit kann grundsätzlich auch ein Betrieb an Arbeitsorten durchgeführt werden, an welchen lediglich eine sehr geringe Arbeitshöhe zur Verfügung steht, welche sogar geringer als die Höhe der zusammengesetzten Abtragseinrichtung ist. Dies kann insbesondere dann gegeben sein, wenn am Arbeitsbereich ein sogenannter Führungsschlitz, welcher etwa eine Tiefe von 1 m bis 4 m aufweisen kann, vorgefertigt ist, so dass ein oder mehrere Vorrichtungsmodule beim Zusammensetzen der Abtragseinrichtung bereits in den Führungsschlitz eingesetzt werden können.Thus, in principle, operation can also be carried out at work locations where only a very low working height is available, which is even lower than the height of the assembled removal device. 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 device modules can already be inserted into the guide slot when assembling the removal device.
Die erfindungsgemäße Tiefbauvorrichtung kann an Arbeitsorten und in Gebäuden mit sehr geringer Deckenhöhe, die kleiner als 5 m und auch kleiner als 3 m sein kann, eingesetzt werden. Aufgrund eines in oder an Vorrichtungsmodulen ausgebildeten Personendurchganges kann auch ein Einsatz in einem Tunnel erfolgen, bei dem sich die Vorrichtungsmodule insbesondere über den gesamten Tunnelquerschnitt erstrecken. Ein sicheres Passieren von Bedienpersonal etwa zu Wartungszwecken kann so sichergestellt werden. Zudem kann der begrenzte Tunnelquerschnitt für die Vorrichtungsmodule vollständig oder weitgehend ausgefüllt werden. Dies ermöglicht eine sehr gute Ausnutzung des begrenzten Raums.The civil engineering device according to the invention can be used at work sites and in buildings with very low ceiling heights, which can be less than 5 m and also less than 3 m. Due to a pedestrian passage formed in or on device modules, it can also be used in a tunnel, in which case the device modules extend in particular over the entire cross section of the tunnel. This ensures that operating personnel can safely pass through, for example for maintenance purposes. In addition, the limited tunnel cross-section for the device modules are completely or largely filled out. This allows a very good use of the limited space.
Ebenso ist es möglich, die einzelnen Module seitlich zu verkleiden oder direkt als seitlich oder komplett geschlossene Container auszuführen, so dass auch bei einem Betrieb im Freien die Bautätigkeiten vor der Umgebung abgeschirmt sind. Der Personendurchgang befindet sich vorzugsweise innerhalb der Verkleidung des Moduls.It is also possible to clad the individual modules on the side or to design them directly as containers that are closed on the side or completely, so that the construction work is shielded from the environment even when used outdoors. The pedestrian passage is preferably located within the paneling of the module.
Grundsätzlich können nur an einzelnen Vorrichtungsmodulen Personendurchgänge vorgesehen sein. Besonders zweckmäßig ist es nach einer Weiterbildung der Erfindung, dass in oder an allen Vorrichtungsmodulen ein Personendurchgang ausgebildet ist.In principle, pedestrian passages can only be provided on individual device modules. According to a development of the invention, it is particularly expedient for a pedestrian passage to be formed in or on all device modules.
Eine bevorzugte Ausführungsform der Erfindung besteht darin, dass ein erstes Vorrichtungsmodul mit Fräsrädern und ein zweites Vorrichtungsmodul mit zumindest einer Antriebseinheit vorgesehen sind. Die Abtragseinrichtung ist dabei als Schlitzwandfräse ausgebildet. Das erste Vorrichtungsmodul kann dabei den unteren Abschnitt der Schlitzwandfräse mit den Fräsrädern und den Lagern der Fräsräder an einem Grundträger aufweisen. Das zweite Vorrichtungsmodul beinhaltet mindestens eine Antriebseinheit, vorzugsweise für eine Pumpeinrichtung, welche insbesondere zum Spülen und/oder Abpumpen von Suspension mit dem abgefrästen Bodenmaterial ausgebildet ist. Alternativ oder ergänzend kann diese oder eine weitere Antriebseinheit auch für die Fräsräder sein. Die Abtragseinrichtung kann ein beliebiges Gerät zum Abtragen von Boden sein. Es ist bevorzugt, dass die Abtragseinrichtung eine Schlitzwandfräse, eine Greifvorrichtung oder eine Bohrvorrichtung, insbesondere ein Imlochbohrgerät, umfasst.A preferred embodiment of the invention consists in that a first device module with cutting wheels and a second device module with at least one drive unit are provided. The removal device is designed as a trench cutter. The first device 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 device 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. Alternatively or in addition, this or another drive unit can also be for the cutting wheels. The excavation device can be any device for excavating soil. It is preferred that the removal device comprises a trench wall cutter, a gripping device or a drilling device, in particular a down-the-hole drilling device.
An dem zweiten Vorrichtungsmodul können bei einer kompakten Ausgestaltung auch Führungselemente zum Führen und Verstellen der Abtragseinrichtung in der Ausnehmung angeordnet sein. Insbesondere können ausfahrbare Stellelemente vorgesehen sein, welche mittels Stellzylindern ausführbar sind, um so die Abtragseinrichtung gegenüber den Wänden zu verstellen.In a compact configuration, guide elements for guiding and adjusting the removal device in the recess can also be arranged on the second device module. In particular, extendable adjusting elements can be provided, which can be executed by means of adjusting cylinders, in order to adjust the removal device relative to the walls.
Grundsätzlich kann die Abtragseinrichtung aus einer Vielzahl weiterer Vorrichtungsmodule aufgebaut sein, welche unterschiedliche Funktionen aufweisen können. Besonders bevorzugt ist es dabei, dass mindestens ein weiteres Vorrichtungsmodul vorgesehen ist, welches einen Führungsrahmen aufweist. Der Führungsrahmen kann dabei rein passiv als ein gerüstähnlicher Rahmen mit Anlageelementen zum Anlegen und Führen entlang der Wände der Ausnehmung sein. Vorzugsweise können diese plattenförmigen Elemente auch ausstellbar sein, um eine relative Lageänderung in der Ausnehmung, insbesondere eines Schlitzes oder einer Bohrung, zu bewirken. Grundsätzlich können mehrere derartiger Vorrichtungsmodule mit Führungsrahmen angeordnet werden, wobei mit einer zunehmenden Höhe des Führungsrahmens eine Führungsgenauigkeit und Führungsstabilität der Abtragseinrichtung erhöht werden. Auf diese Weise können auch bei begrenzten Bauhöhen Ausnehmungen mit großen Tiefen von bis zu 100 m und mehr mit einer guten Führungsgenauigkeit erstellt werden.In principle, the removal device can be constructed from a large number of other device modules, which can have different functions. It is particularly preferred that at least one further device 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 walls of the recess. Preferably, these plate-shaped elements can also be tiltable in order to bring about a relative change in position in the recess, in particular a slot or a bore. In principle, a plurality of such device modules with guide frames can be arranged, the guide accuracy and guide stability of the removal device being increased as the height of the guide frame increases. In this way, recesses with great depths of up to 100 m and more can be created with good guidance accuracy even with limited overall heights.
Am mindestens einem, vorzugsweise dem obersten oder untersten Vorrichtungsmodul ist grundsätzlich eine Trageinrichtung angeordnet, mit welcher die Abtragseinrichtung über ein Tragseil oder eine stangenförmige Trageinrichtung an der Tragkonstruktion gehalten ist.On at least one, preferably the uppermost or lowermost device module, a carrying device is arranged, with which the removal device is held on the carrying structure via a carrying cable or a rod-shaped carrying device.
Für einen effizienten Betrieb der erfindungsgemäßen Abtragseinrichtung ist es nach einer Ausführungsvariante vorteilhaft, dass die Tragkonstruktion mindestens eine Führungsschiene aufweist, entlang welcher die einzelnen Vorrichtungsmodule quer zur Ausnehmung verschiebbar gelagert sind. Die Tragkonstruktion erlaubt also nicht nur ein Verschieben der Abtragseinrichtung vertikal in einer Vortriebsrichtung, sondern auch eine Verschiebung der einzelnen Vorrichtungsmodule quer zu dieser Vortriebsrichtung. Dies erlaubt ein effizientes Zu- und Abführen der einzelnen Vorrichtungsmodule und eine zweckmäßige Montage und Demontage, insbesondere in einem quer oder horizontal gerichteten Tunnel.For efficient operation of the removal device according to the invention, it is advantageous according to one embodiment that the support structure has at least one guide rail, along which the individual device modules are mounted so as to be displaceable transversely to the recess. The support structure thus not only allows the removal device to be displaced vertically in a forward direction, but also to enable the individual device modules to be displaced transversely to this forward direction. This allows efficient supply and removal of the individual device modules and expedient assembly and disassembly, particularly in a transverse or horizontal tunnel.
Grundsätzlich kann das Verschieben bei geeigneten Lagerungen von Hand erfolgen. Besonders zweckmäßig ist es nach einer Weiterbildung der Erfindung, dass eine Verschiebeeinrichtung einen Verfahrantrieb zum Verschieben der Vorrichtungsmodule aufweist. Dies kann etwa ein Motor mit einem Ritzel sein, welches ein Verfahren etwa entlang einer Zahnstange bewirkt. Es kann auch ein Seilzugmechanismus mit Seilwinde oder ein linearer Stellzylinder oder eine sonstige geeignete Antriebseinrichtung vorgesehen sein. Der Antrieb kann vorzugsweise elektrisch oder hydraulisch betrieben sein.In principle, the shifting can be done by hand with suitable bearings. According to a development of the invention, it is particularly expedient for a displacement device to have a displacement drive for displacing the device modules. This can be a motor with a pinion, for example, which causes a movement along a rack, for example. It can also be a cable winch mechanism or a linear actuator or other suitable mechanism be provided drive device. The drive can preferably be operated electrically or hydraulically.
Ein Verbinden der Vorrichtungsmodule kann in grundsätzlich jeder geeigneten Weise erfolgen, welche ein möglichst schnelles Lösen und Verbinden ermöglicht. Dabei ist es nach einer Weiterbildung der Erfindung besonders vorteilhaft, dass die Vorrichtungsmodule Verbindungsflächen aufweisen, welche quer und/oder längs zu einer Längs- oder Abtragsrichtung gerichtet sind. Hierdurch werden möglichst großflächig Verbindungsflächen geschaffen, welche eine besonders stabile Verbindung zwischen den einzelnen Vorrichtungsmodulen erlauben. Neben Vorrichtungsmodulen für die Abtragseinrichtung selbst können weitere Vorrichtungsmodule für Versorgungs- oder Halteeinrichtungen vorgesehen sein, welche von der Abtragseinrichtung getrennt sind.In principle, the device modules can be connected in any suitable manner that enables the quickest possible detachment and connection. According to a development of the invention, it is particularly advantageous that the device modules have connecting surfaces which are directed transversely and/or longitudinally to a longitudinal or removal direction. As a result, connecting surfaces are created that are as large as possible, which allow a particularly stable connection between the individual device modules. In addition to device modules for the removal device itself, further device modules for supply or holding devices that are separate from the removal device can be provided.
Besonders bevorzugt ist es dabei, dass an den Verbindungsflächen lösbare Verbindungseinrichtungen angeordnet sind. Die Verbindungseinrichtungen sind dabei sowohl mechanische Verbindungseinrichtungen, um die Vorrichtungsmodule stabil und fest miteinander zu koppeln. Darüber hinaus können die Verbindungseinrichtungen auch Einrichtungen zum Verbinden von Versorgungsschläuchen und Leitungen, etwa für elektrische Energie und zur Datenübertragung, umfassen. Grundsätzlich können auch Schnellverbindungseinrichtungen vorgesehen sein. Diese können von Hand oder zumindest teilweise mittels entsprechend angetriebener Stellorgane, wie Stellzylinder, betrieben werden. Bevorzugt sind die Leitungen zwischen Versorgungseinheiten und Vorrichtungsmodulen aber nicht getrennt und müssen daher beim Montieren der Abtragseinrichtung nicht mehr verbunden werden. Insbesondere kann jedem Vorrichtungsmodul eine eigene Versorgungseinheit mit direkter Leitungsverbindung zugeordnet werden. Die Verbindungseinrichtung en sind vorzugsweise im Bereich der Personendurchgänge der Vorrichtungsmodule.It is particularly preferred that detachable connecting devices are arranged on the connecting surfaces. In this case, the connecting devices are both mechanical connecting devices in order to couple the device modules to one another in a stable and firm manner. In addition, the connecting devices can also include devices for connecting supply hoses and lines, for example for electrical energy and for data transmission. In principle, 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. However, the lines between supply units and device modules are preferably not separated and therefore no longer have to be connected when the removal device is installed. In particular, each device module can be assigned its own supply unit with a direct line connection. The connecting devices are preferably in the area of the pedestrian passages of the device modules.
Grundsätzlich kann die Tragkonstruktion insgesamt kompakt aus Stahlträgern aufgebaut sein, wobei die Tragkonstruktion ausschließlich am Arbeitsbereich angeordnet ist. Eine besonders effiziente Betriebsweise der Tiefbauvorrichtung kann dadurch erzielt werden, dass sich die Tragkonstruktion entlang eines Arbeitsbereiches erstreckt, in welchen nebeneinanderliegende Ausnehmungen eingebracht werden. So kann nach dem Erstellen einer ersten Ausnehmung die Abtragseinrichtung unter Demontage der einzelnen Vorrichtungsmodule entlang der Tragkonstruktion versetzt und wieder zur Abtragseinrichtung zusammengebaut werden, um eine zweite oder weitere Ausnehmung am Arbeitsbereich zu erstellen. Auf diese Weise kann in effizienter Weise ein durchgehender Frässchlitz erstellt werden, wie er beispielsweise für eine Stütz- oder Dichtwand gewünscht ist.In principle, 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 civil engineering device can be achieved in that the supporting structure extends along a working area in which adjacent recesses are introduced. Thus, after creating a first recess, the removal device by dismantling the individual device modules along the supporting structure and reassembled to form the removal device in order to create a second or further recess in the work area. In this way, a continuous milled slot can be created in an efficient manner, such as is desired for a retaining or cut-off wall.
Eine weitere bevorzugte Ausführungsform der Erfindung besteht darin, dass an der Tragkonstruktion mindestens eine Hubeinheit zum vertikalen Bewegen der Abtragseinrichtung angeordnet ist. Die Hubeinheit ist vorzugsweise als eine Windenanordnung mit einem Tragseil oder als ein teleskopierbares Gestänge ausgebildet. Die Hubeinheit verfügt über einen entsprechenden Hubantrieb, etwa einen Drehantrieb. Dieser kann elektrisch ober hydraulisch betrieben sein. Die Hubeinheit selbst kann modulartig als ein leicht lösbares und verstellbares Modul an der Tragkonstruktion gelagert sein. Über mindestens eine entsprechende Umlenkrolle kann beispielsweise ein Tragseil von der Windenanordnung der Hubeinheit entlang eines oberen Bereiches der Tragkonstruktion zu der Abtragseinrichtung geführt und mit dieser lösbar verbunden sein. Die mindestens eine Umlenkrolle kann an einem Rollenschlitten drehbar gelagert sein, welcher an der Tragkonstruktion verschiebbar gelagert ist.A further preferred embodiment of the invention consists in that at least one lifting unit for vertically moving the removal device 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. A carrying cable, for example, can be guided from the winch arrangement of the lifting unit along an upper area of the supporting structure to the removal device via at least one corresponding deflection roller and can 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.
Weiterhin ist es nach einer Weiterentwicklung der Erfindung bevorzugt, dass an der Tragkonstruktion mindestens eine Versorgungseinheit mit mindestens einer Schlauch- und/oder Leitungstrommel angeordnet ist. Die eine oder die mehreren Versorgungseinheiten können dabei ebenfalls als leicht lösbare und verschiebbare Vorrichtungsmodule an der Tragkonstruktion gelagert sein. Die Schläuche können zum Zu- und Abführen von Suspension oder von Hydraulikfluid zu der Abtragseinrichtung ausgebildet sein. Die Leitungen auf den Leitungstrommeln können zur Übertragung von elektrischer Energie, von Hydraulikfluid oder als Datenleitungen ausgebildet sein. Die Hubeinheit und die Versorgungseinheit können auch gemeinsam an einem Vorrichtungsmodul oder einer Einheit ausgebildet sein.Furthermore, according to a further development of the invention, it is preferred that 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 device modules. The hoses can be designed to supply and remove suspension or hydraulic fluid to the removal device. 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 a device module or a unit.
Die Tragkonstruktion kann grundsätzlich beliebig ausgeführt sein. Bevorzugt ist es, dass die Tragkonstruktion Vertikalstützen aufweist, auf welchen die mindestens eine Führungsschiene beabstandet zum Boden gehalten ist. Auf diese Weise können entlang einer oder mehrerer paralleler Führungsschienen die Vorrichtungsmodule zuverlässig entlang der Tragkonstruktion verschoben und an der Arbeitsstelle montiert werden. Die einzelnen Vorrichtungsmodule können dabei Haltepunkte zum Anbringen der Hubeinheit, insbesondere eines Tragseiles aufweisen, so dass die einzelnen Vorrichtungsmodule so in einen Leitschlitz oder aus der Ausnehmung gehoben und anschließend entlang der Tragkonstruktion verschoben werden können. Die Tragkonstruktion kann selbst aus einem oder mehreren Containern aufgebaut sein, welche eine Umhüllung bilden.In principle, 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, along one or more parallel guide rails, the device modules can be reliably moved along the supporting structure and assembled at the work site. The individual device modules can have holding points for attaching the lifting unit, in particular a support cable, so that the individual device modules can be lifted into a guide slot or out of the recess and then moved along the support structure. The support structure itself can be made up of one or more containers forming an enclosure.
Entsprechend einer bevorzugten Weiterbildung der Erfindung kann eine Abtragseinrichtung vorhanden sein, welche dadurch gekennzeichnet ist, dass diese aus zumindest zwei Vorrichtungsmodulen aufgebaut ist, welche eine im Wesentlichen gleiche Höhe aufweisen und mindestens zwei Vorrichtungsmodule einen Personendurchgang aufweisen, welcher quer zu der Vortriebsrichtung der Abtragseinrichtung gerichtet ist. Diese Abtragseinrichtung kann vorzugsweise bei der zuvor beschriebenen Tiefbauvorrichtung eingesetzt werden.According to a preferred development of the invention, a removal device can be present, which is characterized in that it is made up of at least two device modules, which have essentially the same height and at least two device modules have a passage for people, which is directed transversely to the direction of advance of the removal device . This removal device can preferably be used in the underground construction device described above.
Eine besonders gute Transportierbarkeit wird nach einer Weiterbildung der Erfindung dadurch erzielt, dass die Höhe der Vorrichtungsmodule nicht höher als 3 m ist. Damit können die Vorrichtungsmodule zu Transportzwecken in einem Standard- oder zumindest einem sog. High-Cube-Container aufgenommen werden, welcher ohne weiteres für einen Straßentransport geeignet ist. Im Übrigen erlaubt die kompakte Höhe der erfindungsgemäßen Vorrichtungsmodule einen Einsatz in Tunneln oder anderen beengten Räumlichkeiten. Werden die Tunnel speziell für den Einsatz der Tiefbauvorrichtung angelegt, so ist ein kleinerer Tunnelquerschnitt wirtschaftlicher herzustellen als ein für bekannte Tiefbauvorrichtungen erforderlicher großer Tunnelquerschnitt. Auch können ein oder mehrere Standard- oder High-Cube-Container als eine Umhüllung oder ein Gehäuse zum Einsatz der Schlitzwandfräse vorgesehen werden. Dadurch wird zum einen der Transport noch einmal vereinfacht, und zum anderen sind z. B. bei einem Betrieb im Freien die Bautätigkeiten vor der Umgebung abgeschirmt. Bedienpersonal kann sich dank der Personendurchgänge innerhalb der aneinandergereihten Container zu allen Modulen bewegen, ohne den Schutz der Containerwandung verlassen zu müssen. So kann auch bei ungünstigen Witterungsbedingungen ein zügiger Baufortschritt erreicht werden. Grundsätzlich kann der Personendurchgang offen gehalten sein und sich von einer ersten Seite des Vorrichtungsmoduls zu der gegenüberliegenden Seite des Vorrichtungsmoduls erstrecken. Vorzugsweises ist der Personendurchgang an allen nebeneinanderliegenden Vorrichtungsmodulen einer Tiefbauvorrichtung so ausgebildet, dass diese in einem nebeneinanderliegenden Zustand so aneinander angrenzen, dass eine Person von einem Vorrichtungsmodul zum anderen Vorrichtungsmodul wechseln kann. Der Personendurchgang kann an einem Seitenbereich der einzelnen Vorrichtungsmodule oder in einem inneren Bereich ausgebildet sein. Insbesondere bei der Ausbildung in einem inneren Bereich ist es nach einer Weiterbildung der Erfindung bevorzugt, dass ein oder zwei Türen zum Verschließen des Personendurchgangs angeordnet sind. Insbesondere bei Vorrichtungsmodulen, welche zum Bilden der Abtragseinrichtung vorgesehen sind, kann mit den Türen ein dichtes Abschließen des Personendurchgangs erfolgen. Auf diese Weise kann verhindert werden, dass Suspension im Frässchlitz in den Personendurchgang eindringt und diesen verschmutzt.According to a development of the invention, particularly good transportability is achieved in that the height of the device modules is not higher than 3 m. The device modules can thus be accommodated for transport purposes in a standard container or at least in a so-called high-cube container, which is readily suitable for road transport. Furthermore, the compact height of the device modules according to the invention allows them to be used in tunnels or other cramped spaces. If the tunnels are created specifically for the use of the civil engineering device, a smaller tunnel cross section is more economical to produce than a large tunnel cross section required for known civil engineering devices. Also, one or more standard or high-cube containers can be provided as an enclosure or housing for use with the trench cutter. This once again simplifies the transport, on the one hand, and on the other hand, e.g. B. the construction activities shielded from the environment in an outdoor operation. Operating personnel can move to all modules without having to leave the protection of the container wall thanks to the passageways within the row of containers. In this way, rapid construction progress can be achieved even in unfavorable weather conditions. In principle, the pedestrian passage can be kept open and extend from a first side of the device module to the opposite side of the device module extend. Preferably, the passage for people on all adjacent device modules of a civil engineering device is designed in such a way that they adjoin one another in a side-by-side state such that a person can change from one device module to the other device module. The pedestrian passage can be formed on a side area of the individual device modules or in an inner area. According to a further development of the invention, it is preferred that one or two doors are arranged to close the pedestrian passage, particularly in the case of the design in an inner area. In particular in the case of device modules which are provided to form the removal device, the doors can be used to seal off the pedestrian passageway tightly. In this way it can be prevented that suspension in the milled trench penetrates into the pedestrian passage and soils it.
Vorzugsweise kann an dem Personendurchgang ein gitterartiger Laufrost bei einem horizontalen Personendurchgang vorgesehen sein.Preferably, a lattice-like grating can be provided on the passage for people in the case of a horizontal passage for people.
Weiter ist nach der Erfindung ein Tiefbauverfahren zum Abtragen von Boden mit einer vorbeschriebenen Tiefbauvorrichtung vorgesehen, bei welchem eine Tragkonstruktion mit einer Führungseinrichtung angeordnet wird und eine Abtragseinrichtung an der Tragkonstruktion angeordnet und in einer vertikalen Richtung in den Boden abgesenkt wird, wobei in einem Arbeitsbereich Bodenmaterial abgetragen und so eine Ausnehmung gebildet wird, wobei die Abtragseinrichtung aus mindestens zwei Vorrichtungsmodulen aufgebaut wird, welche getrennt voneinander mittels der Führungseinrichtung zu dem Arbeitsbereich zugeführt und an dem Arbeitsbereich zum Bilden der Abtragseinrichtung miteinander verbunden werden, und wobei in und/oder an mindestens zwei Vorrichtungsmodulen ein Personendurchgang ausgebildet ist, durch welchen eine Person die mindestens zwei Vorrichtungsmodule in der Tragkonstruktion horizontal passieren kann. Hierdurch kann bei der Montage und/oder im Betrieb der Tiefbauvorrichtung ein sicherer Zugang von Bedienpersonal zu einzelnen Modulen oder zu der Arbeitsstelle gewährleistet werden.Furthermore, according to the invention, a civil engineering method for removing soil is provided with a civil engineering device as described above, in which a supporting structure is arranged with a guide device and a removing device is arranged on the supporting structure and lowered into the ground in a vertical direction, with soil material being removed in a working area and a recess is formed in this way, with the removal device being constructed from at least two device modules, which are fed separately from one another by means of the guide device to the work area and are connected to one another at the work area to form the removal device, and wherein in and/or on at least two device modules Person passage is formed, through which a person can happen horizontally at least two device modules in the supporting structure. As a result, safe access by operating personnel to individual modules or to the work site can be guaranteed during assembly and/or during operation of the civil engineering device.
Mit dem erfindungsgemäßen Verfahren können die zuvor beschriebenen Vorteile erzielt werden. Grundsätzlich kann die Abtragseinrichtung dann in umgekehrter Weise wieder aus dem erstellten Frässchlitz gezogen und demontiert werden.The advantages described above can be achieved with the method according to the invention. In principle, the removal device can then be pulled out of the prepared cut and dismantled in the opposite way.
Eine besonders vorteilhafte Verfahrensvariante der Erfindung kann darin gesehen werden, dass mindestens zwei nebeneinanderliegende Ausnehmungen erstellt werden, wobei nach dem Erstellen einer ersten Ausnehmung die Abtragseinrichtung aus der ersten Ausnehmung unter Trennung der Vorrichtungsmodule rückgezogen wird, und dass zum Bilden einer weiteren Ausnehmung die Vorrichtungsmodule entlang der Führungseinrichtung verfahren und wieder zu der Abtragseinrichtung verbunden werden, die anschließend unter Abtrag von Bodenmaterial in den Boden abgesenkt wird. Mit diesem Verfahren können auch bei beengten Raumverhältnissen mehrere Ausnehmungen bei guter Führung und bei relativ großen Tiefen effizient hergestellt werden. Im Sinne der Erfindung müssen die nebeneinanderliegenden Ausnehmungen, welche Schlitze oder Bohrungen sein können, nicht direkt angrenzend nebeneinander liegen. Es kann sich beispielsweise auch um Primär- oder Sekundärausnehmungen beim Herstellen einer Stützwand im Pilgerschrittverfahren handeln. Die einzelnen Verfahrensschritte können dabei beliebig wiederholt werden, wobei gegebenenfalls die Tragkonstruktion mit der Führungseinrichtung mit dem Arbeitsfortschritt entlang des Arbeitsbereiches zu verstellen oder zu verfahren ist.A particularly advantageous method variant of the invention can be seen in the fact that at least two adjacent recesses are created, after the creation of a first recess, the removal device is withdrawn from the first recess, separating the device modules, and that to form a further recess, the device modules are moved along the Process guide device and be reconnected to the removal device, which is then lowered under removal of soil material in the ground. With this method, several recesses can be produced efficiently with good guidance and at relatively large depths, even in cramped spatial conditions. For the purposes of the invention, the adjacent recesses, which can be slots or bores, do not have to be directly adjacent to one another. For example, it can also be a matter of primary or secondary recesses when manufacturing a retaining wall using the pilgrim step method. The individual process steps can be repeated as desired, with the support structure having to be adjusted or moved along the work area with the guide device as the work progresses.
Grundsätzlich kann das Verfahren an beliebigen Arbeitsorten durchgeführt werden. Besonders vorteilhaft ist es nach einer Weiterbildung der Erfindung, dass die Tragkonstruktion im Boden innerhalb eines Tunnels angeordnet wird. Somit kann das Verfahren innerhalb eines Tunnels im Boden unter sehr beengten Raumverhältnissen durchgeführt werden. Somit können mit diesem Verfahren auch Bodenschätze abgebaut werden, die sich etwa unterhalb eines hierfür hergestellten sogenannten Mikrotunnels befinden.In principle, the process can be carried out at any work location. According to a development of the invention, it is particularly advantageous that the support structure is arranged in the ground within a tunnel. Thus, the method can be carried out within a tunnel in the ground under very tight spatial conditions. This method can therefore also be used to mine mineral resources that are located, for example, below a so-called micro tunnel produced for this purpose.
Gemäß einer Weiterbildung der Erfindung ist es vorgesehen, dass zum Bilden eines Bauwerks, insbesondere einer Stützwand im Boden, die mindestens eine Ausnehmung mit einer abbindbaren Suspension verfüllt wird, welche zu der Stützwand aushärtet. Das Verfüllen mit einer abbindbaren Suspension kann bereits beim Abtragen in einem sogenannten Einphasenverfahren erfolgen oder durch einen abschließenden Austausch einer Stützsuspension durch eine abbindbare Suspension in einem sogenannten Zweiphasenverfahren.According to a development of the invention, it is provided that to form a structure, in particular a retaining wall in the ground, the at least one recess is filled with a settable suspension, which hardens to form the retaining wall. The filling with a settable suspension can already take place during removal in a so-called single-phase process or by a final one Replacing a support suspension with a settable suspension in a so-called two-phase process.
Zum Herstellen der abbindbaren Suspension kann zumindest ein Teil des abgetragenen Bodenmaterials verwendet werden, welches unmittelbar in der Ausnehmung oder in einer Aufbereitungsanlage außerhalb der Ausnehmung mit einer abbindbaren Flüssigkeit zum Bilden der abbindbaren Suspension vermischt wird.At least part of the removed soil material can be used to produce the settable suspension, which is mixed directly in the recess or in a processing plant outside the recess with a settable liquid to form the settable suspension.
Die Erfindung wird nachfolgend anhand von bevorzugten Ausführungsbeispielen weiter beschrieben, welche schematisch in den Zeichnungen dargestellt sind. In den Zeichnungen zeigen:
- Fig. 1
- eine perspektivische Ansicht einer erfindungsgemäßen Tiefbauvorrichtung;
- Fig. 2
- eine Vorderansicht der Tiefbauvorrichtung von
Fig. 1 ; - Fig. 3
- eine Seitenansicht der Tiefbauvorrichtung von
Fig. 2 ; - Fig. 4
- eine Draufsicht auf die Tiefbauvorrichtung nach den
Figuren 1 bis 3 ; - Fig. 5
- eine perspektivische Ansicht einer Tragkonstruktion der erfindungsgemäßen Tiefbauvorrichtung nach
Fig. 1 ; - Fig. 6
- eine perspektivische vergrößerte Darstellung eines ersten Vorrichtungsmoduls der Tiefbauvorrichtung von
Fig. 1 ; - Fig. 7
- eine perspektivische vergrößerte Ansicht eines zweiten Vorrichtungsmoduls der Tiefbauvorrichtung von
Fig. 1 ; - Fig. 8
- eine perspektivische Ansicht eines Verschiebeschlittens für eine erfindungsgemäße Tiefbauvorrichtung;
- Fig. 9
- eine perspektivische Ansicht einer Versorgungseinheit mit Schlauchtrommeln für eine erfindungsgemäße Tiefbauvorrichtung;
- Fig. 10
- eine perspektivische Ansicht einer anderen Versorgungseinheit mit Leitungstrommel für eine erfindungsgemäße Tiefbauvorrichtung;
- Fig. 11
- eine Vorderansicht einer im Einsatz befindlichen erfindungsgemäßen Tiefbauvorrichtung;
- Fig. 12
- eine schematische Seitenquerschnittsansicht der Tiefbauvorrichtung von
Fig. 11 ; - Fig. 13
- eine Vorderansicht der erfindungsgemäßen Tiefbauvorrichtung von
Fig. 11 mit zusammengesetzter Abtragseinrichtung; - Fig. 14
- eine Seitenansicht der Tiefbauvorrichtung von
Fig. 13 ; - Fig. 15
- eine Vorderansicht der Tiefbauvorrichtung der
Figuren 11 bei Beginn des Fräsverfahrens;bis 14 - Fig. 16
- eine Seitenansicht der Tiefbauvorrichtung von
Fig. 15 ; und - Fig. 17
- eine Querschnittsansicht eines Vorrichtungsmoduls nach der Erfindung mit einem inneren Personendurchgang.
- 1
- a perspective view of a civil engineering device according to the invention;
- 2
- a front view of the civil engineering device of
1 ; - 3
- a side view of the civil engineering device of
2 ; - 4
- a plan view of the civil engineering device according to
Figures 1 to 3 ; - figure 5
- a perspective view of a support structure of the civil engineering device according to the invention
1 ; - 6
- a perspective enlarged view of a first device module of the civil engineering device of
1 ; - 7
- a perspective enlarged view of a second device module of the civil engineering device of
1 ; - 8
- a perspective view of a displacement carriage for a civil engineering device according to the invention;
- 9
- a perspective view of a supply unit with hose reels for a civil engineering device according to the invention;
- 10
- a perspective view of another supply unit with cable reel for a civil engineering device according to the invention;
- 11
- a front view of a civil engineering device according to the invention in use;
- 12
- FIG. 12 is a schematic side cross-sectional view of the underground construction device of FIG
11 ; - 13
- a front view of the civil engineering device according to the invention
11 with compound removal device; - 14
- a side view of the civil engineering device of
13 ; - 15
- a front view of the civil engineering device
Figures 11 to 14 at the start of the milling process; - 16
- a side view of the civil engineering device of
15 ; and - 17
- Figure 12 is a cross-sectional view of a device module according to the invention having an internal passageway.
In den
Die Tiefbauvorrichtung 10 weist eine gerüstartige Tragkonstruktion 20 auf, welche auch näher in
Wie in den
Seitlich neben dem ersten Vorrichtungsmodul 40 ist ein zweites Vorrichtungsmodul 50 mit einem Führungsrahmen 54 ebenfalls entlang der oberen Führungsschienen 25 der Verschiebeeinrichtung 26 verschiebbar gelagert. Das zweite Vorrichtungsmodul 50 mit der darin gelagerten Antriebseinheit 52 ist an zwei Seilen 64 aufgehängt. Dabei sind die Seile 64 von einer Winde 62 einer Hubeinheit 60 entlang des oberen Deckenbereiches 23 bis zu einem Verschiebeschlitten 27 geführt, von welchem die Seile 64 über Umlenkrollen zu dem zweiten Vorrichtungsmodul 50 geführt und daran lösbar befestigt sind. Neben einer Hubfunktion zum Heben und Absenken einer Schlitzwandfräse kann das Seil 64 auch Teil der Verschiebeinrichtung 26 zum Längsverschieben zumindest des zweiten Vorrichtungsmoduls 50 entlang der oberen Führungsschienen 25 sein.A
Bei der dargestellten Tiefbauvorrichtung 10 gemäß den
Auf der rechten Seite ist eine zweite Versorgungseinheit 70 mit einer Schlauchtrommel 72 und einer Leitungstrommel 73 dargestellt, welche in einem zweiten Tragschlitten 76 drehbar gelagert sind. Der zweite Tragschlitten 76, an welchem auch zwei Windentrommeln der Winde 62 drehbar gelagert sind, kann entlang der Führungsschienen 25 am oberen Deckenbereich 23 längs verschoben und festgestellt werden. Die zweite Versorgungseinheit 70 dient zur direkten Versorgung des zweiten Vorrichtungsmoduls 50. Es ist natürlich ebenso möglich, die Leitungstrommel 82, die Schlauchtrommel 72 und die Leitungstrommel 73 alle in derselben Versorgungseinheit 70, 80 zu positionieren.A
In den
Das erste Vorrichtungsmodul 40 ist in
Zwischen den beiden Paaren von Fräsrädern 42, welche gegensinnig zur Mitte drehen, ist ein Absaugstutzen 45 zum Absaugen des abgefrästen Bodenmaterials mit umgebender Stütz- oder Fräsflüssigkeit vorgesehen. An dem Grundrahmen 44 ist für jedes Paar von Fräsrädern 42 ein Fräsantrieb 46 angebracht. Grundsätzlich könnte der Antrieb auch in die Fräsräder 42 integriert sein. Weiterhin sind vertikale und horizontale Flächen an dem Grundrahmen 44 als erste Verbindungsfläche 48 vorgesehen, wobei Durchgangsbohrungen 49 für Bolzenverbindungen vorgesehen sein können. Aufnahmen 41 dienen der Verbindung mit der ersten Versorgungseinheit 80, wie im Zusammenhang mit der
Gemäß
Am Führungsrahmen 54 sind zweite Verbindungsflächen 58 vorgesehen, welche eine positionsgenaue Verbindung mit den ersten Verbindungsflächen 48 am ersten Vorrichtungsmodul 40 ermöglichen. Innerhalb des Führungsrahmens 54 ist eine Antriebseinheit 52 angebracht, welche als eine Pumpeinrichtung ausgebildet ist. An einer Oberseite des Führungsrahmens 54 ist in einem Mittenbereich eine Halteeinrichtung 55 zum Anbringen eines Tragseiles vorgesehen.Second connecting
Das erste Vorrichtungsmodul 40 und das zweite Vorrichtungsmodul 50 können mechanisch miteinander verbunden werden.The
Der zuvor erwähnte Verschiebeschlitten 27 ist in
Die Führungsrollen 35 sind jeweils paarweise gegenüberliegend angeordnet, wobei zwischen den beiden Paaren ein Zwischenraum gebildet ist, in welchem zwei seitlich gegenüberliegende Umlenkrollen 36 für das Seil 64 zum Halten des zweiten Vorrichtungsmoduls 50 und damit der Schlitzwandfräse insgesamt angeordnet sind. Mittels der Umlenkrollen 36 werden die etwa horizontal geführten Seile 64 von der Winde 62 vertikal nach unten umgelenkt. Für eine Umlenkung der Schlauchleitung 74 und der Leitungen 75 von der zweiten Versorgungseinheit 70 sind bogenförmige, etwa viertelkreisförmig ausgebildete Schlauchführungen 37 an dem Schlittenrahmen 34 angeordnet. Durch diese Schlauchführungen 37 werden die horizontal zugeführten Schlauchleitung 74 und die Leitungen 75 in eine vertikale Richtung zu der Schlitzwandfräse umgelenkt.The
In
In ähnlicher Weise ist die erste Versorgungseinheit 80 gemäß
An einer Stirnseite des ersten Tragschlittens 86 ist eine viertelkreisförmige, bogenartige Umlenkführung 88 angeordnet, mit welcher Leitungen von der Leitungstrommel 82 aus der Horizontalen in eine Vertikale in Richtung der Schlitzwandfräse umgelenkt werden können.Arranged on one end face of the
Verriegelungseinrichtungen 89 dienen der Verbindung mit dem ersten Vorrichtungsmodul 40, indem diese in die Aufnahmen 41 (siehe
Im Zusammenhang mit den
In
Die in den Tunnel 5 eingesetzte Tiefbauvorrichtung 10 entspricht der zuvor beschriebenen Tiefbauvorrichtung 10 und weist als wesentliche Komponenten eine gerüstartige Tragkonstruktion 20 auf, in welcher ein erstes Vorrichtungsmodul 40, ein zweites Vorrichtungsmodul 50 sowie eine erste Versorgungseinheit 80 und eine zweite Versorgungseinheit 70 linear verschiebbar geführt und gehalten sind. Die Tragkonstruktion 20 ist an den Tunnel 5 angepasst, wobei sich eine Bodenauflage 21 am Boden des Tunnels 5 und ein Deckenbereich 23 der Tragkonstruktion 20 an einer Decke des Tunnels 5 abstützt. Es ist auch möglich, dass die Tiefbauvorrichtung 10 sich nicht an der Decke, sondern nur am Boden abstützt. Der Tunnel 5 kann einen Durchmesser von etwa 2 m bis 6 m aufweisen. Bei einem entsprechend großen Tunnelquerschnitt ist auch eine seitliche Abstützung der Tiefbauvorrichtung 10 denkbar, wobei ein seitlicher Freiraum, als Personendurchgang 18 für Bedienpersonal benutzt werden kann. Zum Bilden des Personendurchgangs 18 ist auf den seitlich vorstehenden unteren horizontalen Stützen 12 ein Laufrost 14 aufgelegt. Bei horizontal beabstandeten Vorrichtungsmodulen kann der Personendurchgang 18 teilweise an der Tragkonstruktion 20 und teilweise durch die Vorrichtungsmodule 40, 50 verlaufen.The used in the
In einem ersten Verfahrensschritt gemäß
Nachdem die mechanischen Verbindungen zwischen den beiden Vorrichtungsmodulen 40, 50 hergestellt sind, kann eine Verrieglung zwischen dem ersten Vorrichtungsmodul 40 und der ersten Versorgungseinheit 80 über die Verriegelungseinrichtung 89 gelöst werden. Anschließend kann die Abtragseinrichtung 30 unter Drehbewegung der Fräsräder 42 über das Tragseil 64 in den Boden abgelassen und Bodenmaterial zum Bilden des Frässchlitzes abgetragen werden. An der Abtragseinrichtung 30 sind grundsätzlich auch die Schlauchleitung 74 und die Leitungen 75 von der zweiten Versorgungseinheit 70 anschließbar, während die Leitungen 84 von der ersten Versorgungseinheit 80 fest angeschlossen sind. Allerdings ist es bevorzugt, dass die Leitungen zwischen der ersten Versorgungseinheit 80 und dem ersten Vorrichtungsmodul 30 sowie die Leitungen zwischen der zweiten Versorgungseinheit 70 und dem zweiten Vorrichtungsmodul jeweils fest angeschlossen sind und beim Aufbau nicht mehr verbunden werden müssen. Das abgefräste Bodenmaterial kann über den Absaugstutzen 45 mittels der als Pumpeinrichtung ausgebildeten Antriebseinheit 52 abgepumpt und mittels der Schlauchleitung 74 nach außerhalb des Frässchlitzes als Ausnehmung in die Tunnelröhre 5 und von dieser nach außerhalb der Tunnelröhre 5 abgefördert werden.After the mechanical connections between the two
Nach Erreichen einer gewünschten Endtiefe kann die Abtragseinrichtung 30 wieder nach oben rückgezogen und in umgekehrter Weise demontiert werden. Nach einem Versetzen der Tiefbauvorrichtung 10 mit der Tragkonstruktion 20 insgesamt oder durch lineares Verschieben der Vorrichtungsmodule 40, 50 entlang der Tragkonstruktion 20 zu einem neuen Arbeitsbereich kann dann der Montageschritt zum erneuten Montieren der Abtragseinrichtung 30 und zum erneuten Durchführen eines Fräsens eines Schlitzes wiederholt werden.After a desired final depth has been reached, the
Die Tragkonstruktion 20 kann nicht nur als ein Teil ausgebildet sein, wie in dem vorausgegangenen Ausführungsbeispiel dargestellt, sondern auch mehrteilig aus mehreren Komponenten, welche voneinander beabstandet sind oder über Schwenkgelenke miteinander verbunden sind. Zur Steuerung der Abtragseinrichtung 30 kann ein Steuerstand vorgesehen sein, welcher vorzugsweise an der Tragkonstruktion 20 oder im Bereich der Abtragseinrichtung 30 selbst vorgesehen ist. Grundsätzlich kann die Abtragseinrichtung 30 auch ohne eine Absaugeinrichtung unmittelbar an der Abtragseinrichtung 30 ausgebildet sein. Eine entsprechende Absaugeinrichtung kann dabei im Bereich der Tragkonstruktion 20 angeordnet sein. Alternativ kann eine Absaugvorrichtung, insbesondere eine Pumpe, am ersten Vorrichtungsmodul 40 mit den Fräsrädern 42 oder an dem zweiten Vorrichtungsmodul 50 unmittelbar oberhalb der Fräsräder 42 angeordnet sein.The
Eine alternative Ausgestaltung der erfindungsgemäßen Tiefbauvorrichtung 10 ist in
Claims (15)
- A civil engineering machine for removing soil, which is formed with a plurality of machine modules (40, 50), comprising- a removal device (30), which is constructed from at least two machine modules (40, 50), and- a carrier structure (20) for suspending and moving the removal device (30) in a vertical direction in an advancing direction in order to form a hole in the ground,- wherein the carrier structure additionally has a guide device for conveying or transporting the separate machine modules (40, 50) transversely to the advancing direction, and- wherein a personnel passage (18) is formed in and / or on the at least two machine modules (40, 50), which allows a person to pass horizontally along the at least two machine modules (40, 50) in the carrier structure (20).
- The civil engineering machine according to claim 1,
characterized in that
a personnel passage (18) is formed in or on all machine modules (40, 50) which allows a person to pass horizontally along all machine modules (40, 50). - The civil engineering machine according to claim 1 or 2,
characterized in that
the removal device (30) comprises a trench cutter, a gripping device or a drilling device. - The civil engineering machine according to one of claims 1 to 3,
characterized in that
at least one further machine module having a guide frame (54) is provided. - The civil engineering machine according to one of claims 1 to 4,
characterized in that
the carrier structure (20) has at least one guide rail (25), along which the individual machine modules (40, 50) are mounted so as to be movable transversely to a trench which extends in the advancing direction. - The civil engineering machine according to claim 5,
characterized in that
a positioning device (26) with a travel drive for moving the machine modules (40, 50) is provided. - The civil engineering machine according to one of claims 1 to 6,
characterized in that
the machine modules (40, 50) have connecting surfaces (48, 58) on which releasable connecting devices are arranged. - The civil engineering machine according to one of claims 1 to 7,
characterized in that
the carrier structure (20) extends along a work area in which adjacent trenches or boreholes are introduced as holes. - The civil engineering machine according to one of claims 1 to 8,
characterized in that
at least one hoisting unit (60) for vertically moving the removal device (30) is arranged on the carrier structure (20) in the advancing direction. - The civil engineering machine according to one of claims 1 to 9,
characterized in that
at least one supply unit (70, 80) having at least one hose reel and/or line reel (72, 73, 82) is arranged on the carrier structure (20). - The civil engineering machine according to one of claims 1 to 10,
characterized in thatthe removal device (30) is constructed from at least two machine modules (40, 50), which are of substantially the same height in an advancing direction, andin that the at least two machine modules (40, 50) of the removal device have a personnel passage (18), which is oriented transversely to the advancing direction of the removal device (30). - The civil engineering machine according to claim 11,
characterized in that
one or two doors for laterally closing off the personnel passage (18) are arranged. - A civil engineering method for removing soil with a civil engineering machine (10), particularly according to one of claims 1 to 12, in which- a carrier structure (20) having a guide device (24) is arranged, and- a removal device (30) is arranged on the carrier structure (20) and lowered in a vertical direction in an advancing direction into the ground, wherein soil material is removed in a work area to thus form a hole,- wherein the removal device (30) consists of at least two machine modules (40, 50), which are conveyed to the work area separately from one another by way of the guide device (24) and are connected to one another at the work area to form the removal device (30), and- wherein a personnel passage (18) is formed in and / or on at least two machine modules (40, 50), through which a person can pass horizontally through the at least two machine modules (40, 50) in the carrier structure (20).
- The method according to claim 13,
characterized in thatat least two adjacent holes are produced, wherein, after producing a first hole, the removal device (30) is withdrawn from the first hole, the machine modules (40, 50) are separated, andin that in order to form a further hole, the machine modules (40, 50) are moved along the guide device (24) and connected together again to form the removal device (30), which is then lowered into the ground while removing soil material. - The method according to claim 13 or 14,
characterized in that
the carrier structure is arranged in the ground inside a tunnel (5).
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP20200521.1A EP3981920B1 (en) | 2020-10-07 | 2020-10-07 | Excavation device and and excavation method for removing earth |
JP2023521294A JP2023544796A (en) | 2020-10-07 | 2021-09-15 | Earthmoving machinery and methods for removing soil |
PCT/EP2021/075311 WO2022073736A1 (en) | 2020-10-07 | 2021-09-15 | Civil engineering apparatus and civil engineering method for removing soil |
CN202180068726.7A CN116348643A (en) | 2020-10-07 | 2021-09-15 | Civil engineering machine and civil engineering method for shoveling |
KR1020237011477A KR20230058524A (en) | 2020-10-07 | 2021-09-15 | Civil Machinery and Civil Engineering Methods for Soil Removal |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP20200521.1A EP3981920B1 (en) | 2020-10-07 | 2020-10-07 | Excavation device and and excavation method for removing earth |
Publications (3)
Publication Number | Publication Date |
---|---|
EP3981920A1 EP3981920A1 (en) | 2022-04-13 |
EP3981920B1 true EP3981920B1 (en) | 2023-08-16 |
EP3981920C0 EP3981920C0 (en) | 2023-08-16 |
Family
ID=72801357
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP20200521.1A Active EP3981920B1 (en) | 2020-10-07 | 2020-10-07 | Excavation device and and excavation method for removing earth |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP3981920B1 (en) |
JP (1) | JP2023544796A (en) |
KR (1) | KR20230058524A (en) |
CN (1) | CN116348643A (en) |
WO (1) | WO2022073736A1 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP4357586A1 (en) * | 2022-10-19 | 2024-04-24 | BAUER Maschinen GmbH | Method and milling device for removing a soil layer |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4119210C1 (en) | 1991-06-11 | 1993-01-21 | Bauer Spezialtiefbau Gmbh, 8898 Schrobenhausen, De | |
FR2856088B1 (en) | 2003-06-11 | 2005-09-09 | Cie Du Sol | MILLING TOOL FOR MAKING TRENCHES, PERMITTING RAPID CHANGE OF THE CUTTER HEAD |
DE102004013790A1 (en) | 2004-03-20 | 2005-10-06 | Josef Möbius Bau-Aktiengesellschaft | Rod shaped unit e.g. pipe, driving and moving out method for use in construction vehicle, involves providing two exciter cells whose torques are adjusted such that torques are brought in-phase on rod shaped unit |
EP2251491B1 (en) * | 2009-05-15 | 2011-08-03 | BAUER Maschinen GmbH | Milling device and method for removing soil material |
EP3208384B1 (en) | 2016-02-17 | 2018-05-23 | BAUER Maschinen GmbH | Groove wall device and method for making grooves in the ground |
EP3425123B1 (en) * | 2017-07-06 | 2021-09-01 | BAUER Maschinen GmbH | Boom for a construction machine |
-
2020
- 2020-10-07 EP EP20200521.1A patent/EP3981920B1/en active Active
-
2021
- 2021-09-15 JP JP2023521294A patent/JP2023544796A/en active Pending
- 2021-09-15 CN CN202180068726.7A patent/CN116348643A/en active Pending
- 2021-09-15 KR KR1020237011477A patent/KR20230058524A/en unknown
- 2021-09-15 WO PCT/EP2021/075311 patent/WO2022073736A1/en active Application Filing
Also Published As
Publication number | Publication date |
---|---|
KR20230058524A (en) | 2023-05-03 |
EP3981920A1 (en) | 2022-04-13 |
EP3981920C0 (en) | 2023-08-16 |
JP2023544796A (en) | 2023-10-25 |
WO2022073736A1 (en) | 2022-04-14 |
CN116348643A (en) | 2023-06-27 |
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