CN107090861A - Partition device and method for producing groove in soil - Google Patents
Partition device and method for producing groove in soil Download PDFInfo
- Publication number
- CN107090861A CN107090861A CN201710041679.2A CN201710041679A CN107090861A CN 107090861 A CN107090861 A CN 107090861A CN 201710041679 A CN201710041679 A CN 201710041679A CN 107090861 A CN107090861 A CN 107090861A
- Authority
- CN
- China
- Prior art keywords
- soil
- partition device
- unit
- cross member
- carrier
- 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.)
- Granted
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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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/13—Foundation slots or slits; Implements for making these slots or slits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/06—Foundation trenches ditches or narrow shafts
- E02D17/12—Back-filling of foundation trenches or ditches
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/22—Lining sumps in trenches or other foundation pits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
- E02D5/187—Bulkheads or similar walls made solely of concrete in situ the bulkheads or walls being made continuously, e.g. excavating and constructing bulkheads or walls in the same process, without joints
-
- 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
- E02F3/22—Component parts
-
- 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
- E02F3/22—Component parts
- E02F3/26—Safety or control devices
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/08—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with digging wheels turning round an axis
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
- E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
- E02F5/109—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water using rotating digging elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/12—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with equipment for back-filling trenches or ditches
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/22—Dredgers or soil-shifting machines for special purposes for making embankments; for back-filling
- E02F5/223—Dredgers or soil-shifting machines for special purposes for making embankments; for back-filling for back-filling
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/30—Auxiliary apparatus, e.g. for thawing, cracking, blowing-up, or other preparatory treatment of the soil
Abstract
The present invention relates to a kind of partition device and method for being used to produce groove in soil, it is used to be that partition wall or cutoff walls produce groove in soil.The partition device has carrier tool, and soil removes unit and is supported in the way of it can adjust vertically on the carrier tool.The invention is characterised in that being provided with the first vector instrument being connected with each other via cross member and Second support instrument and being characterised by that soil is removed unit and is arranged in adjustable mode under cross member.
Description
Technical field
As described in the preamble it is used to be partition wall or cutoff walls in soil the present invention relates to one kind is according to claim 1
The partition device of groove is produced, it carries carrier tool (carrier implement), soil removes unit to adjust vertically
Mode be supported on the carrier tool.
It is according to claim 11 as described in the preamble for utilizing partition device in soil the invention additionally relates to one kind
The method that groove is produced in ground, wherein, soil removal unit is lowered in soil and soil material is moved in doing so
Remove.
Background technology
Partition device for producing groove in soil is already known.Unit is removed as soil, it has so-called
Partition wall cutter (diaphragm wall cutter) or so-called partition wall grabber.Generally, soil removes unit with can be vertical
The mode of adjustment is arranged on post or adjutage.Roofbolt or adjutage on carrier tool generally have 15 to 30m or higher
Height.
Partition wall or cutoff walls can reach 100m and deeper depth.It is used to for example excavate construction hole
Horizontal current are prevented when (construction pit).Cutoff walls prevent underground water from laterally flowing into construction hole.Moreover, passing through
Cutoff walls can prevent the water from landfill yard or storage dam from laterally penetrating into soil.
In some cases, it may be necessary between floors or nearby, in tunnel or in other limited steric requirements
Lower generation cutoff walls.Therefore, the carrier tool with larger roofbolt is not suitable for.
A kind of particularly compact partition device for being used to produce groove as known to the B1 of file EP 0 518 297.The partition wall
Device has the support of the track guiding with frame structure and adjutage, and the adjutage is only slightly higher than the vertical of partition wall cutter
Length.For supporting rope and connect the rope roll (rope drum) of cable and close for the socket (hose drum) of supply pipe
Soil is supported on support frame structure.Due to its compact structure, the known partition device can be used in limited
Structure height space in.
A kind of method and apparatus for producing partition wall can obtain by the A1 of file EP 2 423 388, if can make wherein
The hybrid element of dry bar rod is vertically sunk in soil together with the cutting element being arranged in vertical bar along roofbolt.For
This, vertical bar must at least have the length of the depth corresponding to groove., can be simultaneously in the whole of groove by cutting element
Strip a field material in depth.In order to absorb the cross force of generation, teaching is except with the carrier work for mixing and removing unit
The individually means of transport (vehicle) with support and press element is provided with outside tool.Support and press element are direct
It is connected to the mixing of bar rod in the trench and removes unit so as to from laterally supporting the unit below.
From a kind of excavating gear known to the A of file GB 2 374 884, it, which has, can enclose rotating about the axis and displaceable
Digging tool.
The content of the invention
Present invention aims at provide it is a kind of be used for be soil in partition wall or cutoff walls produced in soil groove every
Wall device and method, even partition wall or cutoff walls can be effectively produced using it in the case of especially limited steric requirements.
According to the present invention, the purpose is on the one hand by the partition device of a kind of feature with claim 1 and another
Aspect is realized by a kind of method of the feature with claim 11.A preferred embodiment of the present invention is in corresponding subordinate
Illustrate in claim.
It is characterised by being provided with according to the partition device of the present invention and is connected with each other via cross member (cross member)
First vector instrument and Second support instrument and soil remove unit and be arranged in adjustable mode under cross member.
The basic thought of the present invention is that soil removes unit just like being supported on transverse part between two carrier tools
On part, the cross member is supported on two carrier tools.So, carrier tool in itself can be each with relatively small and compact
Mode is designed.Load can be distributed on both sides to the two carrier tools.Unit is removed with soil generally only unilaterally to hang
Compared on a carrier tool, the central mounting between two carrier tools can prevent otherwise common wide-angle from inclining substantially
Oblique risk.Therefore, carrier tool can be designed and largely also without otherwise common single much smallerly
Significant balance weight (counterbalance) in the Background Region of carrier tool.In a word, thus realize it is particularly compact every
Wall device, it for example can be applicable in tunnel, under bridge or viaduct and in having the building on top.Due to good power point
Cloth, or even the partition device of especially heavy soil removal unit or higher can effectively be run.The two carrier tools are especially
It is moveable and is referred to alternatively as carrier means of transport.
Substantially, it can be any suitable apparatus, such as partition wall grabber that soil, which removes unit,.According to the one of the present invention
Embodiment, it is therefore particularly preferred that it is the partition wall cutter with least one pair of cutting wheel that soil, which removes unit, cutting wheel can be with
Driven around the mode of horizontal rotary shaft rotation.It is particularly preferred that being disposed with two pairs of cutting wheels.With circumgyration incision wheel
Partition wall cutter allows to make groove constantly sink in soil.The soil material of excision can be removed via suction tube from groove
Or stay the soil material in the trench, cut off in this case in the trench with supplied fluid, especially with concrete suspend
Thing is mixed.Therefore the soil material and the mixture hardenable into desired partition wall or cutoff walls of concrete suspension float formed.
Substantially, soil removes unit and may be supported on bar, specifically on the expansion link on cross member.According to this
The further improvement project of invention, is achieved in that particularly compact structure, i.e. soil remove unit and be suspended at least one
On supporting rope.For the purpose, partition device can be with the height corresponded roughly to or just slightly larger than soil removes the height of unit
Degree.
Variant according to another embodiment of the present invention, preferably soil remove unit and are connected at least one supply pipe
And/or at least one cable.Via the supply pipe or multiple pipes, soil can be removed to the hydraulic fluid of unit, stabilized fluid, mixed
Solidifying soil suspension or other gaseous or flowable media are fed in groove., also can be by moreover, by corresponding discharge pipe
The soil material of removal is away from outside of the cutting wheel pump to groove.Can be corresponding supply of electric power by one or more cables
And be ready for the data wire for controlling soil to remove unit.In order to energize, energize in carrier tool and soil removal
The internal combustion engine of every other apparatus (hydraulic unit driver, pump etc.) on unit may be disposed in carrier tool at least one
On individual.Alternatively, outside energy supply can for example be provided by cable.
Preferably, the present invention is further modified to at least one supporting rope and/or at least one cable setting
There is at least one rope roll and at least one supply pipe is provided with least one socket for this.By corresponding roller, rope,
Cable or flexible pipe can be supported and actuated in effective and compact mode.
The present invention a preferred embodiment be, rope roll be rotatably supported on first vector instrument and
Socket is rotatably supported on Second support instrument.Therefore rope roll and socket functionally separate and are arranged in not
On same carrier tool.This causes distribution of weight as uniform as possible and contributes to the supply of partition device.
Substantially, the cross member of preferably U-shaped or C-shaped is designed to rigid beam element.According to the another of the present invention
One improvement project, the improved mobility of partition device on cross member by setting at least one pivoting articulation (pivot
Joint) realize.The pivoting articulation has the pivot axis of general vertical so that the two carrier tools can be relative to each other
To position and adjust.This allow that partition device simpler movement and generally improves the behaviour of whole device around the corner
Make.
According to one embodiment of the invention variant, the further improvement of mobility is by having at least one carrier tool
There is lower carriage (undercarriage) to realize, upper bracket has been rotatably supported on the lower carriage.Preferably,
Two carrier tools have lower carriage, and it carries the upper bracket being rotatably supported at thereon.
Substantially, carrier tool may be designed as the means of transport or track transporting tool of wheel.It is real according to the one of the present invention
Apply example, here it is particularly advantageous that at least one crawler transporter for being designed as carrying the driving of their own in carrier tool.
Carrier tool can be self-driven.In the case of single powered carrier tool, carrier tool in addition can not have
Passively moved in the case of the driving of its own.But it is particularly preferred that two carrier tools are designed as with it certainly
The crawler transporter of oneself driving.In this case, carrier tool or at least its lower carriage is substantially set in an identical manner
Meter.This allows the spy of the even whole device in the case of the steric requirements (as can be occurred in tunnel) being very limited
Not good mobility and effectively movement.
Preferably, one or two carrier tool is provided with operating unit.Operating unit can include the driver cabin of closing
Or shirtsleeve operation console.
For the particularly compact embodiment variant of the present invention, moveable operating unit is preferably provided with.Utilize
The moveable operating unit, carrier tool can by one or more operating personnel's remote controls it is mobile.This allows carrier work
The particularly accurate movement of tool, because operating personnel can be with moveable operating unit located immediately at key position.Movably
Operating unit preferably can be control panel or be to carry corresponding operation interface in particularly simple embodiment variant
Tablet personal computer.Connection to carrier tool can be wireless or have a cable.Preferably, at least one operating unit can divide
It is liftoff to be fixed on the carrier tool or multiple carrier tools and be taken down by operating personnel.
The method according to the invention is characterised by that soil removes unit and is arranged in first vector instrument and Second support instrument
Between cross member on, carrier tool is connected with each other via cross member.This method especially can using foregoing partition device come
Implement.Therefore, when implementing this method, this causes aforementioned advantage.
The preferred method variant of the present invention is, the groove is implemented in tunnel, track or other risen with limited
In the space of degree.In addition, this method also can effectively be implemented in passage or other spaces with horizontal boundary.
Moreover, embodiments in accordance with the present invention variant is arranged to, partition wall or cutoff walls are formed, wherein, groove is with continuously
Mode is designed and filled with hardenable material.Turn up the soil to produce and filled with can therefore, originally groove is spaced
The material of hardening.In the second order, the space between each partition wall section is mined and filled out with hardenable material
Fill.Therefore each groove and partition wall section are connected with each other and can form continuous partition wall or cutoff walls.As long as including concrete
The filler of material is not yet hardened, and each partition wall section is settable metal enhancing.
Brief description of the drawings
The present invention is further illustrated below by the preferred embodiment being shown schematically in the figures, wherein：
Fig. 1 shows the side view of the partition device according to the present invention；
Fig. 2 is shown from the plan above Fig. 1 partition device；And
Fig. 3 a to 3h show the plan during being moved around the corner according to the partition device of the present invention.
Embodiment
First vector instrument 20 and Second support instrument 30 are had according to Fig. 1 and 2 partition device 10, it, which each has, carries out
Belt walking mechanism is used as lower carriage 22,32.First upper bracket 24 of the first superstructure 26 with similar frame structure is passed through
It is arranged in by swivel bearing 23 on the first lower carriage 22.Accordingly, the second upper bracket 34 via swivel bearing 33 with rotatable
Mode is supported on the second lower carriage 32 of Second support means of transport 30.Similar framework knot is fixed with the second upper bracket 34
Second superstructure 36 of structure.
First vector means of transport 20 and Second support means of transport 30 are connected with each other via the cross member 12 of beam shape.For
This, is provided with the first lateral member protruded horizontally up in the upper area of the first superstructure 26 of first vector means of transport 20
17, it is attached to the second lateral member 18 via the pivoting articulation 19 with the pivot axis being directed vertically to.Accordingly, the of stretching
Two lateral members 18 are securely fixed in the upper area of the second superstructure 36 of Second support means of transport 30.Cross member
12 form the component of similar door together with the two superstructures 26,36 of two carrier means of transports 20,30, and it is with freely
Space or gap, are hung with soil working cell 50 wherein.
In the embodiment illustrated, soil removes unit 50 and is designed as the partition wall cutting with approximate rectangular framework 56
Device, two cutting wheels are supported to 51,52 in the way of it can be rotated around horizontal rotary shaft 53,54 at its lower end.In soil
Ground is removed and is disposed with pump 58 on the framework 56 of unit 50, and suspension of hardening can be injected to cutting wheel between 51,2 via it
The removed soil material of the stabilized fluid with surrounding can be siphoned away in region or via it from cutting groove.Moreover,
Hydraulic unit driver (not drawing) is provided with framework 56 to be used to drive cutting wheel to 51,52.
Pump 58 is connected to supply pipe 16, and it is via the circular roller arc of a quarter on cross member 12
(roller bow) 37 is directed to socket 38.Socket 38 in the way of horizontal rotation axis rotation can be supported on second
In second superstructure 36 of carrier means of transport 30.
Soil removes suspension of the unit 50 on cross member 12 and realized by least one supporting rope 14, the supporting rope
It is fixed on the suspension part 57 at the upper end of framework 56.Together with some cables 15 for including electric power and data wire, supporting rope 14 with
The mode of similar band is directed on first vector instrument 20 via the rotatable steering roller 27 on cross member 12
Rope roll 28.Rope roll 28 in the way of the rotation axis rotation being horizontally directed to can be supported on the first of first vector instrument 20
In superstructure 26.
Groove can be produced in soil by partition device 10, soil removes unit 50 with the cutting of rotation in this process
Wheel drops in soil to 51,52.In doing so, supporting rope 14, cable 15 and supply pipe 16 are by from rope roll 28 or socket
38 deploy to follow.Therefore the groove formed in soil is preferably filled with the stabilization being introduced into via the pump do not drawn in groove
Suspension.After ultimate depth is reached, when supporting rope 14, cable 15 and supply pipe 16 are rolled-up again, soil removes unit 50
It is pulled up again.Afterwards, partition device 10 moves on to produce other groove.Once filler is hardened, therefore produce
Continuous partition wall or cutoff walls are formed in soil with the groove being filled.
It can be seen that and even existed according to partition device 10 of the present invention with two carrier means of transports 20,30 from Fig. 3 a to 3h
It is highly susceptible to mobile in the case of limited steric requirements and manipulates.According to Fig. 3 a, it is located at according to the partition device 10 of the present invention
In the main stem 5 in similar tunnel, Xrds (cross track) 7 is guided in the way of approximate right angle in the main stem.Between wall 8
It is designed with the corner region 6 of approximate right angle.
In order to be moved in Xrds 7, when first vector means of transport 20 and Second support means of transport 30 align after
Wall device 10 is moved along main stem 5.Once Second support means of transport 30 (is located above) on direct of travel in this case
At the height at the center of the Xrds 7 of merging, the lower carriage 32 of Second support means of transport 30 passes through crawler belt
Corresponding actuate (actuation) of (crawler track) rotates relative to the upper bracket 34 arranged in unchanged mode
90 °, as shown in fig 3b.
Second support means of transport 30 can be moved and entered wherein to the direction of Xrds 7 now.
During the movement, the first lower carriage 22 of first vector instrument 20 keeps it longitudinally to be alignd with main stem 5.However,
When Second support means of transport 30 is gradually moved into Xrds 7, the two upper brackets 24,34 are corresponding lower relative to it
Frame 22,32 is adjusted, wherein being deflected on the pivoting articulation 19 on the cross member 12 of partition device 10.In the process
In, the first lateral member 17 bends to increased angle relative to the second lateral member 18, as shown in Fig. 3 c to 3f.
Fig. 3 f show arranged at right angles of the first vector means of transport 20 relative to Second support means of transport 30, and
In the right angle position location, corresponding upper bracket 24,34 is right on the corresponding longitudinal direction of lower carriage 22,32 in an identical manner again
Orient together.
Second support means of transport 30 can be moved and entered wherein parallel to Xrds 7 now, and first vector is transported
Instrument 20 continues parallel to the longitudinal direction of main stem 5 to move until first vector means of transport 20 is located in the Xrds 7 merged
At the height of the heart, as shown in Fig. 3 g.During the motion, the first upper bracket 24 of first vector means of transport 20 is pivoted to
In Xrds 7.
When reaching the position described in Fig. 3 g, the first lower carriage 22 of first vector means of transport 20 passes through first
Corresponding reversely actuate of the crawler belt of lower carriage 22 is rotated by 90 ° until the first lower carriage 22 is as the relative to upper bracket 24 now
One upper bracket 24 is also longitudinally-aligned with Xrds 7 and Second support means of transport 30 like that.From the position shown in Fig. 3 h
Put, partition device 10 (be in line alignment again) can continue to be moved in Xrds 7 now, in this case groove or partition wall
It can be produced along Xrds 7.
Claims (13)
1. a kind of partition device for being used to produce groove in soil for partition wall or cutoff walls, it is with carrier tool, described
Soil is supported by the way of it can adjust vertically remove unit on carrier tool,
Wherein, the first vector instrument and Second support instrument being connected with each other via cross member are provided with, and
Wherein, the soil removes unit and is arranged in the way of it can adjust under the cross member,
Wherein,
At least one pivoting articulation is provided with the cross member, it has the pivot axis of general vertical,
Wherein, the pivoting articulation is suitable for two carrier tools being adjustable relative to each other.
2. partition device according to claim 1,
Wherein,
It is the partition wall cutter with least one pair of cutting wheel that the soil, which removes unit, and the cutting wheel can be with around level
Rotation axis rotation mode driven.
3. partition device according to claim 1,
Wherein,
The soil removes unit and is suspended at least one supporting rope.
4. partition device according to claim 1,
Wherein,
The soil removes unit and is connected at least one supply pipe and/or at least one cable.
5. partition device according to claim 3,
Wherein,
At least one rope roll is provided with least one described supporting rope and/or at least one cable and at least one
Supply pipe is provided with least one socket.
6. partition device according to claim 5,
Wherein,
The rope roll is supported in the way of it can rotate on the first vector instrument and the socket is can rotate
Mode is supported on the Second support instrument.
7. partition device according to claim 1,
Wherein,
At least one carrier tool has lower carriage, and upper bracket is supported by the way of it can rotate on the lower carriage.
8. partition device according to claim 1,
Wherein,
At least one crawler transporter for being designed as carrying the driving of their own in the carrier tool.
9. partition device according to claim 1,
Wherein,
One or two carrier tool is provided with operating unit.
10. partition device according to claim 1,
Wherein,
It is provided with least one moving operation unit.
11. a kind of be used for using the method for producing groove in soil in particular according to the partition device described in claim 1, its
In, soil removal unit is lowered in soil and soil material is removed in doing so,
Wherein, the soil removes unit and is arranged on the cross member between first vector instrument and Second support instrument,
The two carrier tools are connected with each other via the cross member,
Wherein,
For the adjustment of two carrier tools relative to each other, at least one pivoting articulation of the pivot axis with general vertical
It is arranged on the cross member.
12. method according to claim 11,
Wherein,
The groove is implemented in tunnel, track or other spaces with limited heights of roofs.
13. method according to claim 11,
Wherein,
Partition wall or cutoff walls are formed with, wherein, the groove designs and is filled with the thing that can be hardened in a continuous manner
Matter.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP16156107.1 | 2016-02-17 | ||
| EP16156107.1A EP3208384B1 (en) | 2016-02-17 | 2016-02-17 | Groove wall device and method for making grooves in the ground |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107090861A true CN107090861A (en) | 2017-08-25 |
| CN107090861B CN107090861B (en) | 2020-02-18 |
Family
ID=55405162
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710041679.2A Active CN107090861B (en) | 2016-02-17 | 2017-01-20 | Partition wall device and method for producing a trench in the ground |
Country Status (3)
| Country | Link |
|---|---|
| EP (1) | EP3208384B1 (en) |
| KR (1) | KR101919920B1 (en) |
| CN (1) | CN107090861B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113006175A (en) * | 2021-03-05 | 2021-06-22 | 江西省水利科学院 | Spiral underground diaphragm wall construction device and method |
| CN113614312A (en) * | 2019-04-04 | 2021-11-05 | 包尔机械有限公司 | Groove wall milling device and method for milling milled grooves in the ground |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202019100284U1 (en) * | 2019-01-18 | 2020-04-22 | Liebherr-Werk Nenzing Gmbh | Carrier device for a trench cutter and carrier element therefor |
| EP3981920B1 (en) | 2020-10-07 | 2023-08-16 | BAUER Maschinen GmbH | Excavation device and and excavation method for removing earth |
| EP4053342B1 (en) | 2021-03-01 | 2023-10-11 | BAUER Maschinen GmbH | Underground wall milling device and method for creating a milled slit in the ground |
| EP4269699A1 (en) * | 2022-04-26 | 2023-11-01 | BAUER Maschinen GmbH | Machine for use in civil engineering |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| GB2374884A (en) * | 2001-04-23 | 2002-10-30 | Nuttall Ltd Edmund | Excavation apparatus |
| CN201245856Y (en) * | 2008-08-12 | 2009-05-27 | 石宗利 | Pile hole digging machine |
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| WO2014199078A1 (en) * | 2013-06-12 | 2014-12-18 | Soletanche Freyssinet | Method and facility for manufacturing a continuous wall in the ground |
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| JP6047932B2 (en) * | 2012-06-04 | 2016-12-21 | 株式会社大林組 | Excavator for underground continuous wall |
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| CN201245856Y (en) * | 2008-08-12 | 2009-05-27 | 石宗利 | Pile hole digging machine |
| CN203960924U (en) * | 2012-10-04 | 2014-11-26 | 哈尼施费格尔技术公司 | Pipeline casket, industrial machinery and annex supporting member thereof |
| WO2014199078A1 (en) * | 2013-06-12 | 2014-12-18 | Soletanche Freyssinet | Method and facility for manufacturing a continuous wall in the ground |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113614312A (en) * | 2019-04-04 | 2021-11-05 | 包尔机械有限公司 | Groove wall milling device and method for milling milled grooves in the ground |
| CN113614312B (en) * | 2019-04-04 | 2022-11-18 | 包尔机械有限公司 | Groove wall milling device and method for milling milled grooves in the ground |
| CN113006175A (en) * | 2021-03-05 | 2021-06-22 | 江西省水利科学院 | Spiral underground diaphragm wall construction device and method |
Also Published As
| Publication number | Publication date |
|---|---|
| KR20170096943A (en) | 2017-08-25 |
| EP3208384A1 (en) | 2017-08-23 |
| CN107090861B (en) | 2020-02-18 |
| EP3208384B1 (en) | 2018-05-23 |
| KR101919920B1 (en) | 2019-02-08 |
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