EP2728112A2 - Dispositif de transport d'une charge lors du creusement d'un tunnel - Google Patents

Dispositif de transport d'une charge lors du creusement d'un tunnel Download PDF

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Publication number
EP2728112A2
EP2728112A2 EP13187734.2A EP13187734A EP2728112A2 EP 2728112 A2 EP2728112 A2 EP 2728112A2 EP 13187734 A EP13187734 A EP 13187734A EP 2728112 A2 EP2728112 A2 EP 2728112A2
Authority
EP
European Patent Office
Prior art keywords
support frame
altitude
track
chassis
side supports
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
Application number
EP13187734.2A
Other languages
German (de)
English (en)
Other versions
EP2728112A3 (fr
EP2728112B1 (fr
Inventor
Reiner Bührer
Daniel Flaig
Ernest Frombach
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Herrenknecht AG
Original Assignee
Herrenknecht AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Herrenknecht AG filed Critical Herrenknecht AG
Publication of EP2728112A2 publication Critical patent/EP2728112A2/fr
Publication of EP2728112A3 publication Critical patent/EP2728112A3/fr
Application granted granted Critical
Publication of EP2728112B1 publication Critical patent/EP2728112B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/40—Devices or apparatus specially adapted for handling or placing units of linings or supporting units for tunnels or galleries
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F13/00—Transport specially adapted to underground conditions
    • E21F13/006—Equipment transport systems

Definitions

  • the invention relates to a device for conveying cargo during tunneling according to the preamble of claim 1.
  • Such a device is off JP 5-33600 (A ) known.
  • the known device for conveying, for example, by Tuebbinge formed charge during tunneling has a support frame on which the charge to be transported can be positioned, and a number of spaced at a track pitch chassis segments which are connected to the support frame and with which the support frame moved is.
  • the chassis segments are connected in a fixed relative positioning with the support frame.
  • a device for conveying cargo during tunneling in which a provided for conveying cargo support frame is slidably mounted on a suspended in the ceiling region of a tunnel rail, so that below the support frame a working space remains free.
  • the invention has for its object to provide a device of the type mentioned, with which in a space-saving manner and relatively large-volume charge in tunneling is efficiently conveyed.
  • Fig. 1 shows a perspective view of a partially cut tunnel wall 1, which is completed in the context of a tunneling so far that trained as a self-propelled trolley 2 embodiments of devices according to the invention in the longitudinal direction of a lined tunnel wall 1 tunnel can be moved.
  • Each trolley 2 has a trained with a suitably rectangular base planar support frame 3, on which in the embodiments according to Fig. 1 in each case a container 4 is arranged.
  • Each container 4 is open on its side facing away from the support frame 3, so that it can be loaded with charge to be conveyed during tunneling.
  • a number of angle guide parts 5 of an adjusting device is mounted, mounted on the one hand in the plane of the support frame 3 at right angles to the long edge sides displaceable, and which are arranged to the other, each a side support 6 of the adjustment in one slidably received to the plane of the support racks 3 perpendicular direction.
  • Each side support 6 carries at a remote from the support frame 3 foot a chassis segment 7.
  • the chassis segments 7 are in accordance with the arrangement of the trolley 2 with a bottom portion of the tunnel wall 1 in contact and adapted to each trolley 2 in the longitudinal direction of the lined tunnel wall 1 tunnel is movable.
  • each trolley 2 with appropriate positioning of the angle guide parts 5 and the side supports 6 with its support frame 3 in an upper altitude and with its chassis segments 7 at a wide track pitch or with its support frame 3 in a lower Altitude and with its chassis segments 7 in a narrow track pitch is adjustable so that, as in Fig. 1 shown in the middle and on the right side pairs of trolley 2, each along a common central track, which runs along the deepest region of the tunnel wall 1, moving trolley 2 can be nested in each other.
  • a power supply unit 8 is mounted, with which the chassis segments 7 of a trolley 2 for an autonomous process each trolley 2 can be acted upon with energy.
  • Fig. 2 shows in a perspective view of a trolley 2 as an embodiment of a device according to the invention according to Fig. 1 with the support frame 3 in an upper altitude and with the chassis segments 7 in a wide track spacing.
  • immersing arms 9 of the angle guide parts 5 are extended with a Ausfährabsacrificing from the support frame 3 in the support frame 3, while the chassis segments 7 opposite free ends of the side supports 6 within perpendicular to the immersion arms 9 aligned guide arms 10 of the angle guide parts. 5 are arranged.
  • the immersion arms 9 of the angle guide members 5 are also provided with locking recesses 13 to lock the angle guide members 5 in different lateral positions with respect to the support frame 3. Accordingly, 6 locking recesses 13 are arranged in the free ends of the side supports 6 opposite and the chassis segments 7 facing foot ends of the side supports, which are aligned.
  • Fig. 2 recognize that the angle guide members 5 are rigidly connected to each other via connecting rods 14, so that when moving an angle guide member 5 with this angle guide member 5 via the connecting rod 14 connected further angle guide member 5 is moved. Accordingly, arranged along a long edge side of the support frame 3 side supports 6 are connected to each other at the foot via another connecting rod 14 to accommodate in particular on the side supports 6 in the upper elevation of the support frame 3 in the longitudinal direction of the chassis 3 acting bending forces and to avoid vibrations distribute all over this further connecting rod 14 coupled side supports 6.
  • each chassis segment 7 is equipped with a number of rollers 15 whose axes are aligned so that each transport carriage 2 is movable in a transport direction.
  • a multiple cameras 16 having lane keeping device is present.
  • a safety scanner 17 is attached to each peripheral chassis segment 7.
  • the safety scanner 17 cooperate with emergency braking devices 18, which are provided on the inside of the chassis segments 7 in the illustrated embodiment.
  • each side support 6 and the chassis segment 7 connected to the side support 6 are connected to each other via a connecting joint 19 of a connecting joint arrangement, which is set up such that the chassis segments 7 are pivotable in a plane transverse to the support frame 3 at each set track spacing of the chassis segments 7 a proper contact of the rollers 15 with the ground in the form of in Fig. 2 To ensure tunnel wall 1 not shown.
  • Fig. 3 shows in a perspective view of a trolley 2 in the embodiment according to Fig. 1 with the support frame 3 in a lower altitude and the chassis segments 7 in a narrow track pitch.
  • the dipping arms 9 of the angle guide members 5 are substantially completely inserted into the support frame 3 and locked by soarretieranlenkstange 20 of Soarretierstoffn, while the free ends of the side supports 6 have now leaked from the guide arms 10 and survive this, so that the support frame 3 relative to the arrangement according to Fig. 2 is lowered and the foot ends of the side supports 6 are close to the guide arms 10.
  • Fig. 4 shows in an end view two transport carriage 2 within a tunnel wall 1, wherein a trolley 2 is set in an upper altitude and with a wide track pitch and the other trolley 2 in a lower elevation and with a narrow track pitch.
  • the two altitudes and the two track distances are set up so that the set in the lower altitude and the narrow track distance Dolly 2 substantially fills the clear width and the clear height of the set in an upper altitude and at a wide track distance trolley 2 and covered by this covered along one of two trolleys 2 shared center track is movable without obstruction.
  • Fig. 4 clearly see that the landing gear segments 2 are aligned at different track distances for a full-surface contact of the rollers 15 with the tunnel wall 1 by means of the connecting joints 19 at different angles to the side supports 6.
  • the lower altitude and the narrow track spacing are set up so that even a small vehicle 21 can drive obstructed by a correspondingly set transport carriage 2 covered along the center track.
  • Fig. 5 shows in a perspective view of a loading station 22, in which a Fig. 1 to Fig. 4 explained in more detail Dolly 2 is retracted in a setting with the support frame 3 in the upper altitude and the chassis segments 7 in a wide track pitch.
  • the container 4 is typically equipped with a tubbing 23 as to be transported in tunneling charge, the with a crane unit 24, as explained in more detail below, from the container 4 can be removed.
  • the crane unit 24 is movable along rails 25, which is arranged at a distance from a working platform 26.
  • the work platform 26 has a receiving area, in the representation in accordance with Fig. 5 the trolley 2 is retracted.
  • a scissors table 27 is arranged, which has a support surface 28 which is raised by means of a scissor assembly 29 relative to a movable support frame 30 and lowered again.
  • Fig. 6 shows the arrangement according to Fig. 5 with a view of the chassis segments 7 facing bottom of the working platform 26 with the trolley 2 in a setting with the support frame 3 in the lower altitude and the chassis segments 7 in the narrow track pitch.
  • the lower altitude was based on the arrangement according to Fig. 5 assumed that after raising the support surface 28 of the scissors table 27 to rest on the support frame 3 by moving thecheznarretieranlenkstangen 11 and the Seitarretieranlenkstangen 20, the support frame 3 and the angle guide parts 5 are unlocked such that the support frame 3 by lowering the support surface 28 in the direction of the support frame 30 in the lower altitude can be transferred and the angle guide members 5 are inserted by the action of attached to the working platform 26 Einschiebezylinder 31 in the support frame 3.
  • the crane unit 24 can be moved over the container 4, so that with a mounted on the crane unit 24 tubbing manipulator 32 of the container 4 lying in the representation according to Fig. 6 invisible tubbing 23 can be removed.
  • Fig. 7 shows a arranged on a track 1 'Dolly 2 in a setting with the support frame 3 in the lower altitude and the chassis segments 7 in the narrow track pitch in a direction opposite to the direction of advance from the loading station 22 spaced Abkippstation 33.
  • the Abkippstation 33 is equipped with Abkippzylinder strictly strictly 34 , which have extendable actuating rods 35 with which the container 4 relative to the support frame 33 along a short edge of the support frame 3 pivot axis is so far raised, so that the container 4 is placed obliquely relative to the support frame 3 and in the container. 4 existing charge at an open container flap 36 via a chute 37 into a receiving space 38 can be transferred. In this case, the container 4 is supported on an abutment 39 formed in the region of the chute 37.
  • Fig. 7 the illustration according to Fig. 7 can be seen that the Abkippstation 33 is equipped with a lifting table 40, with which, as explained in more detail below, the support frame 3 of the in Fig. 7 shown lower altitude is movable back to an upper altitude.
  • Fig. 8 shows in a perspective view the Abkippstation 33 according to Fig. 7 without a trolley 2.
  • the representation according to Fig. 8 can be seen that the lifting table 40 with a number of lifting cylinders 41 relative to a bearing bed 42 can be raised and lowered and provided with a number of Ausdschreibzylindern 43, with which the angle guide parts 5 for transferring the Chassis segments 7 are displaced from the narrow track spacing in a wide track pitch.
  • Fig. 9 shows a perspective view of a Abkippstation 33 according to Fig. 7 and Fig. 8 arranged dolly 2, which is now set with the support frame 3 in the upper altitude and the chassis segments 7 in the wide track pitch.
  • the trolley 2 is now back with a in Fig. 9 Tübbing 23, not shown, can be charged as a charge in order to convey the tubbing 23 back to a loading station 22.
  • Fig. 10 shows a perspective view of a container 4 for a trolley 2 with a curved Tübbingauflage 44, which is positioned for placing a tubbing 44 with a tubbing support surface in the direction of the open side of the container 4 facing. In this positioning, a tubbing 23 can be placed on the tubbing support 44.
  • Fig. 11 shows in a perspective view a container 4 accordingly Fig. 10 with the tubbing support 44 in a relation to the positioning according to Fig. 10 such rotated positioning that in Fig. 11 no longer visible Tübbingauflage 44 now in the direction of the bottom of the container 4 and is protected from damage during transport of further cargo, especially in the form of overburden in tunneling.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Warehouses Or Storage Devices (AREA)
EP13187734.2A 2012-10-30 2013-10-08 Dispositif de transport d'une charge lors du creusement d'un tunnel Active EP2728112B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102012219815.6A DE102012219815A1 (de) 2012-10-30 2012-10-30 Vorrichtung zum Befördern von Ladung beim Tunnelvortrieb

Publications (3)

Publication Number Publication Date
EP2728112A2 true EP2728112A2 (fr) 2014-05-07
EP2728112A3 EP2728112A3 (fr) 2017-02-22
EP2728112B1 EP2728112B1 (fr) 2018-11-28

Family

ID=49322258

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13187734.2A Active EP2728112B1 (fr) 2012-10-30 2013-10-08 Dispositif de transport d'une charge lors du creusement d'un tunnel

Country Status (3)

Country Link
EP (1) EP2728112B1 (fr)
DE (1) DE102012219815A1 (fr)
ES (1) ES2710248T3 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111483920B (zh) * 2020-04-26 2021-08-20 扎赉诺尔煤业有限责任公司 自吊式液压支架运输机

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0533600A (ja) 1991-07-26 1993-02-09 Fujita Corp シールド工事用車両
DE10242574A1 (de) 2002-09-11 2004-03-18 Max Bögl Bauunternehmung GmbH & Co. KG Verfahren zum Herstellen eines Tunnels und Hängebahn

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB120269A (en) * 1917-11-06 1918-11-06 Walter Lindley Portable Hoisting Apparatus for use in Mines, Tunnels and the like.
CH482873A (de) * 1968-11-25 1969-12-15 Mecana S A Schmerikon Einrichtung zum Verlegen von Dichtungs- und/oder Verkleidungsmaterialbahnen auf Tunnelwände
DE1924749A1 (de) * 1969-05-14 1970-11-26 Isolier Und Terrassenbau Gmbh Maschine zum Aufbringen von in Rollen vorliegenden Bahnen
CH685832A5 (de) * 1992-07-03 1995-10-13 Paul Vogt Vorrichtung zum Auskleiden von Tunnelflächen mit Folienbahnen.
JPH09272433A (ja) * 1996-04-09 1997-10-21 Kajima Corp セグメント搬送用無人車の走行安定用車輪機構
DE202007002168U1 (de) * 2006-06-28 2007-06-28 Skumtech As Vorrichtung für Tunnelarbeiten

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0533600A (ja) 1991-07-26 1993-02-09 Fujita Corp シールド工事用車両
DE10242574A1 (de) 2002-09-11 2004-03-18 Max Bögl Bauunternehmung GmbH & Co. KG Verfahren zum Herstellen eines Tunnels und Hängebahn

Also Published As

Publication number Publication date
DE102012219815A1 (de) 2014-06-12
ES2710248T3 (es) 2019-04-23
EP2728112A3 (fr) 2017-02-22
EP2728112B1 (fr) 2018-11-28

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