EP3735514B1 - Device at tunnel boring machine arranged for drilling operations without operators in the borehole - Google Patents
Device at tunnel boring machine arranged for drilling operations without operators in the borehole Download PDFInfo
- Publication number
- EP3735514B1 EP3735514B1 EP18898967.7A EP18898967A EP3735514B1 EP 3735514 B1 EP3735514 B1 EP 3735514B1 EP 18898967 A EP18898967 A EP 18898967A EP 3735514 B1 EP3735514 B1 EP 3735514B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- tunnel
- boring machine
- boring
- borehole
- frame portion
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000005553 drilling Methods 0.000 title 1
- 238000004873 anchoring Methods 0.000 claims description 34
- 238000005520 cutting process Methods 0.000 claims description 10
- 238000005086 pumping Methods 0.000 claims description 10
- 238000006073 displacement reaction Methods 0.000 claims description 6
- 238000005096 rolling process Methods 0.000 claims description 6
- 230000008859 change Effects 0.000 claims description 5
- 239000011435 rock Substances 0.000 description 6
- 239000000463 material Substances 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 4
- 238000005755 formation reaction Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000033001 locomotion Effects 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000001419 dependent effect Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 238000009966 trimming Methods 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
- E21D9/1093—Devices for supporting, advancing or orientating the machine or the tool-carrier
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B10/00—Drill bits
- E21B10/08—Roller bits
- E21B10/12—Roller bits with discs cutters
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/04—Directional drilling
- E21B7/046—Directional drilling horizontal drilling
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/04—Directional drilling
- E21B7/06—Deflecting the direction of boreholes
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/04—Directional drilling
- E21B7/06—Deflecting the direction of boreholes
- E21B7/062—Deflecting the direction of boreholes the tool shaft rotating inside a non-rotating guide travelling with the shaft
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
- E21D9/11—Making by using boring or cutting machines with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
- E21D9/11—Making by using boring or cutting machines with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines
- E21D9/112—Making by using boring or cutting machines with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines by means of one single rotary head or of concentric rotary heads
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH 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
Description
- This invention concerns a tunnel-boring machine which is designed and adapted for carrying out directional-boring operations over long stretches, typically 2-3 km, without operators in the borehole. More particularly, it relates to a tunnel-boring machine comprising a frame, a rotating boring head with rolling disc cutters supported at a front end of a first frame portion, and a second, polygonal frame portion that extends rearwards from the first frame portion.
- Today's technology for boring holes through rock formations may, in the main, be divided into two main categories:
- Machines that bore with diameters up to about 1.5 m and are generally operated from a control unit out in the open.
- When the diameter of the borehole is from about 1.5 m and upwards, the machines are operated with operators in the borehole. A machine operator is positioned in an operator cabin connected to the machine itself and controls the machine functions.
- With today's requirements for safety and HSE, there will be extensive safety measures to meet rules and regulations. An extensive system with ventilation and safe escape routes is expensive, especially for long boreholes. When the machines are arranged for only minor maintenance works inside the borehole, the machines must be transported out for any major repairs. This is demanding and expensive operations, especially in long boreholes.
- Directional control of today's unmanned tunnel-boring machines has limitations when the turning radius of the borehole prevents a line of sight from the outside in to the tunnel-boring machine.
- Mass that is broken loose from the boring operation must be transported out by conveyor belts or rail cars. All this requires operators in the borehole for operating and maintaining the equipment.
- Today's market asks for cost-effective machine solutions with no operators inside the borehole during the boring operations.
- From
AU708331 B2 -
WO2008010189 A2 discloses a mining robot provided with a propulsion system including drive rollers arranged at end portions of two pairs of telescopic legs supporting a robot body on a surface under, possibly under and over, the robot as the legs are pivotable into different positions relative to the robot body. The drive rollers provide for the robot to be able to move in a passage that is defined by said surfaces. - From
US2012032494 A1 , a boring machine provided with a boom carrying a cutter head via a rotary joint is known. A frame is provided with a driving apparatus which, via tracks, can provide for movement of the boring machine, and the frame is provided with several devices for anchoring the boring machine to surrounding surfaces during a boring operation. The cutter head is pressed against the material that is to be removed, by the boom being moved in its longitudinal direction relative to the clamped frame. -
US 3,485,309 discloses an earth boring apparatus comprising an anchor tube assembly selectively anchored at its forward end within a pilot bore at a point within the rock or other material to be cut ahead of a rotating main cutter head that is axially slidable along the anchor tube assembly and the rotating cutter head is pulled forwardly into the material face toward the anchored front end of the anchor tube assembly. The anchor tube assembly near its read end carries rib jacks engaging the tunnel wall. Thrust reaction forces caused by the main cutting head action are transmitted directly to the rib packs by a system including levers pivoted on the anchor tube assembly connected by thrust links to the rib jacks and mounting thrust cylinders connected for urging the cutting head forwardly along the anchor tube assembly. - The present invention has for its object to remedy, or at least reduce, one or more of the drawbacks of the prior art.
- The object is achieved according to the invention through the features that are specified in the description that follows and in the claims.
- The invention provides a tunnel-boring machine arranged to bore circular holes through a rock formation, the tunnel-boring machine comprising a boring head (drill bit) rotating around the longitudinal axis of the borehole and being provided with rolling disc cutters or rolling discs which, by rotation of the boring head, break material loose when subjected to compressive forces against the rock. The rotation of the boring head is provided by a driving apparatus, typically in the form of one or more electromotors with step-down gearing between the motor(s) and the boring head.
- To provide the necessary push force (feeding force) axially on boring head, an anchoring unit is arranged, which is axially movable on a portion of a frame in the tunnel-boring machine and is provided with a set of radially displaceable anchoring feet that can be clamped against a surrounding borehole wall and constitute the anchoring attachments for one or more feeding cylinders that are attached to the anchoring unit and the frame, so that the tunnel-boring machine may be pushed in its longitudinal direction and apply a desired feeding force to the boring head.
- To control the direction of the borehole, the frame is provided with a set of supporting rollers near the boring head. The supporting rollers rest against the borehole wall and provides for the boring head to be stabilized sideways. The anchoring unit is placed behind the supporting rollers and is so arranged that each anchoring foot can be adjusted individually. Thereby the direction of the boring machine can be given an angular change by pivoting about one or more of the supporting rollers, so that the direction of boring and thereby the direction of the borehole is changed. The data used for setting the desired directional change may come from a directional-control unit placed at some distance behind the tunnel-boring machine.
- Cuttings that is broken loose by the boring head may be transported away from the boring head by, for example, water flushing and a mechanical transport device suitable for the purpose. The mixture of cuttings and water may be carried into a pumping unit by means of said transport device.
- From the pumping unit, the mixture of water and cuttings is carried through pipes or hoses to a collecting point outside the borehole.
- To be able to move the tunnel-boring machine into and out of the borehole, a transport device (tractor) is arranged in association with the tunnel-boring machine, which makes it possible, by means of electrically or hydraulically driven wheels or track sections, to move the boring machine in the borehole. The wheels or track sections are arranged on radially movable structures which can push the wheels or track sections against the borehole wall to achieve sufficient friction.
- To prevent the tunnel-boring machine from rotating around the longitudinal axis of the borehole while being moved, it is an advantage if at least one of the driving wheels or one of the track sections is supported in joints so that, by means of a hydraulic cylinder, said wheel or track section can be given a directional change relative to the longitudinal axis of the borehole.
- Outside the borehole are placed a control unit, typically arranged in an operator cabin, and necessary equipment for power supply and for handling cables, hoses and pipes, typically arranged on drums.
- The invention is defined by the independent claim. The dependent claims define advantageous embodiments of the invention.
- The invention relates, more specifically, to a tunnel-boring machine comprising a frame, a rotating boring head with rolling disc cutters supported at a front end of a first frame portion, and a second, polygonal frame portion extending rearwards from the first frame portion, characterized by an anchoring unit, which is provided with several radially movable anchoring feet, being rotationally rigidly arranged on the second frame portion and being arranged to be displaceable in a longitudinal direction of a longitudinal axis of the tunnel-boring machine by means of at least one hydraulic feeding cylinder; a transport device, which is arranged to move the tunnel-boring machine in a borehole, being connected to the frame; and the transport device comprising several wheel sets, each wheel set including at least one wheel that is connected to a driving motor, the wheel sets being supported in bogies which are pivotally connected to telescopic structures which are radially displaceable by means of hydraulic cylinders, and the first frame portion is provided with several supporting rollers which, by abutment against a surrounding borehole wall, form a pivot point in a change of direction by the tunnel-boring machine by individual radial displacement of the anchoring feet.
- A transport device may be in association with a pumping unit and be arranged to feed cuttings into the pumping unit.
- The wheel sets may form part of a drive-track arrangement.
- At least one of the wheel sets may include a steered wheel arranged in a wheel attachment which is pivotable around a king pin by means of a third cylinder.
- The boring operation may be controllable from an operator cabin outside the borehole.
- In what follows, an example of a preferred embodiment is described, which is visualized in the accompanying drawings, in which:
- Figure 1
- shows a side view of a tunnel-boring machine placed inside a borehole in a rock formation that is shown in section;
- Figure 2
- shows, on a larger scale, a perspective drawing of a tunnel-boring machine with a boring head and an anchoring unit;
- Figure 3
- shows, on a larger scale, anchoring feet in a section of the tunnel-boring machine;
- Figure 4
- shows, on a smaller scale, a perspective drawing of the tunnel-boring machine with a boring head, an anchoring unit, a tractor and a pumping unit arranged in a borehole that is shown in an axial section;
- Figure 5
- shows, on a larger scale, a perspective drawing of the anchoring feet with displacing devices;
- Figure 6
- shows a perspective drawing of a transport device (tractor) connected to the tunnel-boring machine;
- Figure 7
- shows a perspective drawing of the transport device provided with wheels;
- Figure 8
- shows the transport device in a side view;
- Figure 9
- shows a side view of the transport device with steered-wheel support;
- Figure 10
- shows a cross section X-X according to
figure 8 through the transport device; - Figure 11
- shows, on a smaller scale, a principle drawing of the directional control of the tunnel-boring machine; and
- Figure 12
- shows an end view seen in the direction A-A according to
figure 11 of the anchoring feet in the activated position. - Reference is first made to
figures 1 to 5 . Aborehole 2 is bored through arock formation 1 by means of a tunnel-boringmachine 3 which is provided with aboring head 4 with rollingdisc cutters 5. The tunnel-boringmachine 3 is further provided with aframe 6 comprising a first frame portion 6a, shown here as a portion with a circular cross section, and asecond frame portion 6b shown here as a portion with a substantially quadrangular cross section. - In the first frame portion 6a, a driving apparatus (not shown) for rotating the
boring head 4 projecting from an end of the first frame portion 6a is installed. The first frame portion 6a is provided with supportingrollers 9 arranged near theboring head 4. The supportingrollers 9 are arranged to rest against aborehole wall 2a formed by theboring head 4, in order thereby to position theboring head 4 radially. - Axial feeding force on the
boring head 4 is provided by ananchoring unit 7 which is rotationally rigidly displaceable on thesecond frame portion 6b. Theanchoring unit 7 is provided with several anchoringfeet 11, shown here as four anchoringfeet 11, which can be pressed against theborehole wall 2a by means of firsthydraulic cylinders 16 in order thereby to form an anchoring for afeeding cylinder 10 connected to theanchoring unit 7 and theframe 6, typically the first frame portion 6a, and arranged to push theframe 6 relative to theanchoring unit 7 and thereby relative to the surroundingborehole wall 2a to which theanchoring unit 7 is clamped. Thesecond frame portion 6b provides a travelling path for theanchoring unit 7 with a length adapted to a preferred length of stroke of the feeding sequence, that is to say the length of stroke of thefeeding cylinder 10. The second frame portion is provided with slidingrails 8 against which theanchoring unit 7 is resting supportingly. By theanchoring unit 7 being arranged in a rotationally rigid manner on the polygonal second frame portion, a torque from theboring head 4 may be transmitted to theborehole wall 2a via theanchoring unit 7. - The radial displacement of the anchoring
feet 11 relative to theframe second links feet 11 and to a slidingstructure 15 via first and second link joints 17, 18 and connected to firsthydraulic cylinders 16 by third link joints 19. The firsthydraulic cylinders 16 displace the anchoringfeet 11 radially by a displacement of the third link joints 19 relative to the slidingstructure 15 in the longitudinal direction of thesecond frame portion 6b. - Reference is now made to
figures 1 ,4 and6-10 . The tunnel-boringmachine 3 may be transported in and out through theborehole 2 with a transport device (tractor) 20 placed behind the actualboring machine 3, where it is connected to thesecond frame portion 6b. A number ofwheels 21 formseveral wheel sets 21a, which are possibly provided with tracks (not shown), and are arranged onbogies 22 which, viabolt connections 23, are articulately supported intelescopic structures 24 that are radially displaceable by means of secondhydraulic cylinders 25. Thetelescopic structures 24 are, in turn, connected to a frame structure 26 (seefigures 6 and7 ). Thewheels 21 are driven by electric orhydraulic motors 27. - Reference is now made to
figure 9 . One of thewheels 28 may be attached to awheel attachment 31 as a steered wheel pivotably supported on aking pin 29 so that thewheel 28 may be given anangle 32 relative to alongitudinal axis 33 of the tractor. Thereby the direction of motion of the tunnel-boringmachine 3 can be controlled during transport in and out. A thirdhydraulic cylinder 30 controls the direction of the steeredwheel 28. - Reference is again made to
figures 1 and4 . The out-transport of cuttings may be carried out with apumping unit 34 connected to the tunnel-boringmachine 3, placed behind thetransport device 20 here and with atransport device 35, for example a conveyor belt carrying cuttings from theboring head 4 up into thepumping unit 34. From the pumping unit 34 a mixture of cuttings and added water is pumped out through pipes orhoses 36. - Power and control cables run from
cable drums 37 outside theborehole 2 in to the tunnel-boringmachine 3 inside theborehole 2. - A
cabin 38 for manned operation of the boring operation is placed outside theborehole 2. - Reference is now made to
figures 11 and 12 . The direction of theborehole 2 is controlled by thelongitudinal axis 33 of the tunnel-boringmachine 3 being given an angular displacement around apivot point 41 formed by one or more of the supportingrollers 9 arranged on theframe 6 near theboring head 4 so that anaxis 39 forms anangle 40 with the centre axis of theborehole 2, represented by the earlier position of thelongitudinal axis 33 of the tunnel-boringmachine 3. The angular displacement is provided by the anchoringfeet 11 being set by individual radial movements 42 (seefigure 12 ) in two planes by means of the firsthydraulic cylinders 16. - It should be noted that all the above-mentioned embodiments illustrate the invention, but do not limit it, and persons skilled in the art may construct many alternative embodiments without departing from the scope of the attached claims. In the claims, reference numbers in brackets are not to be regarded as restrictive.
- The use of the verb "to comprise" and its different forms does not exclude the presence of elements or steps that are not mentioned in the claims. The indefinite article "a" or "an" before an element does not exclude the presence of several such elements.
- The fact that some features are indicated in mutually different dependent claims does not indicate that a combination of these features cannot be used with advantage.
Claims (5)
- A tunnel-boring machine (3) comprisinga frame (6)a rotating boring head (4) with rolling disc cutters (5) supported at a front end of a first frame portion (6a), anda second, polygonal frame portion (6b) extending rearwards from the first frame portion (6a),an anchoring unit (7) which is provided with several radially displaceable anchoring feet (11) is arranged in a rotationally rigid manner on the second frame portion (6b) and is arranged to be displaceable in a longitudinal direction of a longitudinal axis (33) of the tunnel-boring machine (3) by means of at least one hydraulic feeding cylinder (10);a transport device (20), which is arranged to move the tunnel-boring machine (3) in a borehole (2), is connected to the frame (6);the transport device (20) comprises several wheel sets (21a), each wheel set (21a) including at least one wheel (21) that is connected to a driving motor (27), and the wheel sets (21a) are supported in bogies (23) which are pivotably connected to telescopic structures (24) which are radially displaceable by means of hydraulic cylinders (25); and characterized in that the first frame portion (6a) is provided with several supporting rollers (9) which, by abutment against a surrounding borehole wall, form a pivotpoint (41) for a directional change (40) of the tunnel-boring machine (3) by individual radial displacement of the anchoring feet (11).
- The tunnel-boring machine (3) according to claim 1, wherein a transport device (35) is connected to a pumping unit (34) and is arranged to feed cuttings into the pumping unit (34).
- The tunnel-boring machine (3) according to claim 1, wherein the wheel sets (21a) form part of a drive-track arrangement.
- The tunnel-boring machine (3) according to claim 1, wherein at least one of the wheel sets (21a) comprises a steered wheel (28) arranged in a wheel attachment (31) which is pivotable around a king pin (29) by means of a third cylinder (30).
- The tunnel-boring machine (3) according to claim 1, wherein the boring operation is controllable from an operator cabin (38) outside the borehole (2).
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NO20180005 | 2018-01-02 | ||
NO20181428A NO20181428A1 (en) | 2018-01-02 | 2018-11-07 | Device at the tunnel drill adapted for drilling operations without manning inside the borehole |
PCT/NO2018/050314 WO2019135682A1 (en) | 2018-01-02 | 2018-12-18 | Device at tunnel boring machine arranged for drilling operations without operators in the borehole |
Publications (3)
Publication Number | Publication Date |
---|---|
EP3735514A1 EP3735514A1 (en) | 2020-11-11 |
EP3735514A4 EP3735514A4 (en) | 2021-12-08 |
EP3735514B1 true EP3735514B1 (en) | 2023-02-15 |
Family
ID=67432570
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP18898967.7A Active EP3735514B1 (en) | 2018-01-02 | 2018-12-18 | Device at tunnel boring machine arranged for drilling operations without operators in the borehole |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP3735514B1 (en) |
NO (1) | NO20181428A1 (en) |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB254839A (en) * | 1925-05-08 | 1926-07-15 | Douglas Whitaker | Improvements in or relating to tunnelling machines |
GB894206A (en) * | 1958-08-11 | 1962-04-18 | Bade & Co Gmbh | A mine tunnelling machine |
FR1254331A (en) * | 1960-04-16 | 1961-02-17 | Goodman Mfg Co | Improvements to tunnel boring machines |
US3485309A (en) * | 1967-08-08 | 1969-12-23 | Alkirk Inc | Earth boring apparatus |
US3784257A (en) * | 1972-02-16 | 1974-01-08 | Atlas Copco Ab | Steering system for a tunnel boring machine |
NO317774B1 (en) * | 2003-03-11 | 2004-12-13 | Sira Kvina Kraftselskap | Device by rock drill |
ATE501922T1 (en) * | 2006-07-18 | 2011-04-15 | Gfl Mining Services Ltd | VEHICLE |
NO333300B1 (en) * | 2008-06-05 | 2013-04-29 | Norwegian Hard Rock Drilling As | Device by rock drill |
NO333280B1 (en) * | 2009-05-06 | 2013-04-29 | Norwegian Hard Rock Drilling As | Control device for rock drill. |
-
2018
- 2018-11-07 NO NO20181428A patent/NO20181428A1/en unknown
- 2018-12-18 EP EP18898967.7A patent/EP3735514B1/en active Active
Also Published As
Publication number | Publication date |
---|---|
EP3735514A1 (en) | 2020-11-11 |
NO20181428A1 (en) | 2019-07-03 |
EP3735514A4 (en) | 2021-12-08 |
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