EP1808571A1 - Vacuum system - Google Patents
Vacuum system Download PDFInfo
- Publication number
- EP1808571A1 EP1808571A1 EP07250114A EP07250114A EP1808571A1 EP 1808571 A1 EP1808571 A1 EP 1808571A1 EP 07250114 A EP07250114 A EP 07250114A EP 07250114 A EP07250114 A EP 07250114A EP 1808571 A1 EP1808571 A1 EP 1808571A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- vessel
- vacuum source
- tunnelling
- chamber
- extraction mechanism
- 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.)
- Withdrawn
Links
- 239000000463 material Substances 0.000 claims description 29
- 238000000605 extraction Methods 0.000 claims description 14
- 238000005192 partition Methods 0.000 claims description 8
- 239000007788 liquid Substances 0.000 claims description 4
- 239000013070 direct material Substances 0.000 claims description 3
- 125000006850 spacer group Chemical group 0.000 description 10
- 239000002002 slurry Substances 0.000 description 6
- 238000009825 accumulation Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 235000008429 bread Nutrition 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- -1 gravel Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
-
- 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
- E21F13/06—Transport of mined material at or adjacent to the working face
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK 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 OR ROCK 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
- E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
- E21D9/13—Devices for removing or hauling away excavated material or spoil; Working or loading platforms using hydraulic or pneumatic conveying means
Definitions
- a tunnelling system including a vacuum source, an accumulator vessel and a tunnelling device, the accumulator vessel having an inlet connected to the tunnelling device and an outlet connected to the vacuum source, wherein the tunnelling device includes a hollow body having a longitudinal axis and a cutter blade mounted to a forward end of the body and rotatable about said axis, the body being provided with an end face wall at the forward end of the body having at least one aperture therein, the body further being provided with an internal chamber behind the end face wall having an outlet connected to the vacuum source and accumulator vessel.
- the material accumulates in the vessel 30 on and around the auger 38.
- the auger 38 can be rotated to remove material from the vessel 30 via an appropriate port (not shown) in the lower region of the vessel 30.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
- The present invention relates to a vacuum system for use in conjunction with a tunnelling device and particularly, though not exclusively, to a tunnelling device which is advanced through the ground by the application of pressure from a jacking means.
- It is known to excavate a tunnel using a cutter apparatus or head which is advanced through the ground by pressure applied to the rear of the head by a hydraulic jack or ram. The pressure may be applied directly to the head or via on or more spacers positioned between the head and the ram. The cutter head typically comprises a hollow cylindrical body which is provided at its forward end with a rotatable cutter blade. In use, the blade breads up the ground ahead of the of the cutter head. The broken up ground is typically removed by the recirculation of bentonite slurry through the cutter head. The slurry entrains the broken up ground and permits its removal from the tunnel. In order to circulate the slurry in the required manner, a relatively complex slurry supply system must be provided. For example, the cutter head, and any intermediate spacers, require internal supply and return pipe work, and the slurry supply means require adequate filtration means to remove material entrained within the slurry.
- According to a first aspect of the present invention there is provided a tunnelling system, the system including a vacuum source, an accumulator vessel and a tunnelling device, the accumulator vessel having an inlet connected to the tunnelling device and an outlet connected to the vacuum source, wherein the tunnelling device includes a hollow body having a longitudinal axis and a cutter blade mounted to a forward end of the body and rotatable about said axis, the body being provided with an end face wall at the forward end of the body having at least one aperture therein, the body further being provided with an internal chamber behind the end face wall having an outlet connected to the vacuum source and accumulator vessel.
- In use, the vacuum source is operable to draw air from the tunnelling device and through the accumulator vessel. Material dislodged by the tunnelling device is entrained in the airflow and drawn into the accumulator vessel. The material is separated from the airflow and retained in the vessel.
- In a preferred embodiment the vessel inlet is positioned in an upper portion of the vessel. Preferably, the vessel outlet is also positioned in an upper portion of the vessel. The inlet and outlet may advantageously be provided in the roof or top of the vessel. In such an embodiment separation of the material form the airflow may be effected by gravity.
- The vessel is preferably provided with a means for removing material deposited therein by the vacuum source. Said means may comprise an extraction mechanism operable to convey material deposited in the vessel to the exterior of the vessel. Advantageously, the extraction mechanism is positioned in a lower region of the vessel. The extraction mechanism may include a movable conveyor element. The conveyor element may comprise a screw or auger. The vessel may be shaped so as to direct material deposited therein towards the extraction mechanism. For example, the walls of the vessel in the vicinity of the extraction mechanism may be inclined, tapered or otherwise angled in the direction of the extraction mechanism.
- The vacuum source preferably includes a vacuum pump. The vacuum source may be incorporated into or attached to the vessel. In an alternative embodiment the vacuum source may be separate to the vessel and connected hereto by the provision of appropriate piping or tubing.
- According to a second aspect of the present invention there is provided a tunnelling device including a hollow body having a longitudinal axis and a cutter blade mounted to a forward end of the body and rotatable about said axis, the body being provided with an end face wall at the forward end of the body having at least one aperture therein, the body further being provided with an internal chamber behind the end face wall having an outlet connectable, in use to a vacuum source.
- In a preferred embodiment the chamber is defined between the end face wall and an internal partition wall of the body. The partition wall may be provided with an aperture to permit air to enter the chamber from the rear of the device. The cutter blade is advantageously carried on a shaft which extends through the chamber. The shaft may be provided with a blade or paddle operable to agitate material present within the chamber. The device may be provided with a liquid conduit operable to convey liquid through the hollow body to the cutter blade. The conduit may be connected to a port or aperture provided in front end face of the body.
- An embodiment of the present invention will now be described with reference to the accompanying drawings in which:
- Figure 1 shows a representation of a tunnelling system incorporating a vacuum system according to the present invention;
- Figure 2 shows a representation of a vacuum system according to the present invention; and
- Figure 3 shows a cross-sectional view of a cutter apparatus according to an aspect of the present invention.
- Figure 1 illustrates the formation of a. tunnel 10 utilising a
cutter apparatus 12 of the type described. The tunnel 10 extends from ashaft 14 which has been sunk into theground 16 through which the tunnel is to extend. Within theshaft 14 there is provided ajacking unit 18 including anextensible ram 20. In figure 1 there are shown a number ofspacer elements 22 positioned between thejacking unit 18 and thecutter apparatus 12. Thespacers 22 each comprise a cylindrical body having a diameter substantially equal to that of the after portion of thecutter apparatus 12. Eachspacer 22 further includes aninternal tube 24 which is of the same diameter as atube 24 of thecutter apparatus 12. There is also provided apower source 26 for a cutter blade drive mechanism of thecutter apparatus 12 and avacuum system 28 connected to thetubes 24 of thecutter apparatus 12 andspacers 22. Thevacuum system 28 will be described in greater detail below - In order to commence a tunnelling operation, the
ram 20 of thejacking unit 18 is retracted and thecutter apparatus 12 lowered into theshaft 14 and onto a launch bed of thejacking unit 18. The power andvacuum sources apparatus 12 and theram 20 extended so as to advance thecutter apparatus 12 towards the wall of theshaft 14. Upon contact with the shaft wall the drive mechanism is operated so as to rotate the cutter blade of theapparatus 12, Operation of thevacuum source 28 is also commenced. Continued pressure form theram 20 advances theapparatus 12 into theground 16, while the rotation of the cutter blade causes the break up of material ahead of theapparatus 12. The broken up material is swept towards one or more apertures in the forward face of theapparatus 12. The material then passes into theinternal tube 24 of theapparatus 12 whereupon it is removed by the vacuum source. It will be appreciated that thevacuum system 28 directs the material to a suitably configured container or the like remote from theshaft 14. - Once the apparatus 10 has been advanced to the full extent of the
ram 20, theram 20 is retracted and the power and vacuum connections to theapparatus 12 are disconnected. Aspacer 22 is then placed on the launch bed and the power and vacuum connections reestablished with thecutter apparatus 12 through thespacer 22. Theram 20 is then extended as before to advance thecutter apparatus 12 further into theground 16. The cutter blade is rotated as before, and material is removed by thevacuum source 28.Additional spacers 22 are introduced in the manner described above to move thecutter apparatus 12 and excavate the tunnel. - Referring now to figure 2 there is shown a more detailed view of the
vacuum system 28. Thesystem 28 includes an accumulator vessel generally designated 30 and avacuum pump 32. Thevessel 30 comprises a substantially hollow body constructed from a material such as, for example steel. Thevessel 30 is provided with aninlet 34 connectable via appropriate tubing or piping to theinternal tube 24 of thecutter apparatus 12, and an outlet 36 connectable via appropriate tubing or piping to thevacuum pump 32. Both the inlet andoutlet 34,36 are provided in an upper portion of thevessel 30. In a lower portion of thevessel 30 there is provided anauger 38 which is rotatable about itslongitudinal axis 40 as indicated byarrow 42. Theauger 38 is rotatable by a motor (not shown).Portions 44 of the walls of thevessel 30 above theauger 38 are inclined so as to, in use, direct material entering thevessel 30 to theauger 38. Thevessel 30 is further provided with avacuum relief valve 46 which is operable to permit air to enter thevessel 30 therethrough. - The
vacuum pump 32 is provided with aninlet 48 which is connectable via appropriate tubing or piping to the accumulation vessel outlet 36, and anoutlet 50 which is vented to atmosphere. Thepump 32 is operable by amotor 52. - In use, the
cutter apparatus 12 is connected to theaccumulation vessel inlet 24 and thevacuum pump 32 to the accumulation vessel outlet 36. Thecutter apparatus 12 is operated and advanced in the manner described above to excavate a tunnel, and thevacuum pump 32 operated to draw material cut by thecutter apparatus 12 through theinternal tubes 24 of thecutter apparatus 12 andspacers 22. The nature of the material is dependent upon the composition of the ground through which the cutter apparatus is advanced. The material may, for example, comprise soil, clay, gravel, stones, water and the like. The material is entrained in the airflow generated by thevacuum pump 32 enters theaccumulation vessel 30 through theinlet 34 as indicated byarrow 54. The material is able to fall towards theauger 38 as indicated byarrow 56, while the airflow which previously entrained the material passes to the vessel outlet 36 as indicated byarrow 58. The airflow minus the material passes through thevacuum pump 32 and is vented to atmosphere as indicated by arrow 60. - As use of the
system 28 continues, it will be understood that the material accumulates in thevessel 30 on and around theauger 38. Theauger 38 can be rotated to remove material from thevessel 30 via an appropriate port (not shown) in the lower region of thevessel 30. - Figure 3 shows a cross-sectional view of a cutter apparatus, generally designated 12, according to an aspect of the present invention. The
apparatus 12 includes a substantially circulartubular body 62 having a substantially circular front end facewall 64. Theapparatus 12 further includes arotatable cutter 66 mounted ahead of theend face wall 64. Thecutter 66 is mounted to a shaft 68 which extends through theend face wall 66 and is axially aligned with the longitudinal axis of thebody 62. The shaft 68 is provided with adrive connection 69 to which an appropriate drive means can be connected to effect rotation of thecutter 66. Within thebody 62 there is provided achamber 70 which is defined between theend face wall 64 and aninternal partition wall 72 of the body. Thepartition wall 72 includes anoutlet aperture 74 to which is connected anextraction tube 24. - The front end face
wall 64 is provided with a plurality ofapertures 76 through which material loosened by thecutter 66 can pass as indicated byarrows 80. Thepartition wall 72 is provided with a plurality ofapertures 78 through which air can pass as indicated byarrows 82. - In use, material dislodged by the
cutter 66 passes through theapertures 76 and into thechamber 70. The material is removed from thechamber 70 through theextraction tube 24 by the airflow induced by the vacuum pump as indicated byarrow 84. The presence ofapertures 80 in thepartition wall 72 permits air to enter thechamber 70 from behind thecutter 66 to replace the air removed from thechamber 70 by the pump. - The
apparatus 12 may optionally be provided with awater feed line 86 to the front end face wall as indicated by broken lines. The feed line may be utilised to inject water onto and around thecutter 66 to assist in excavation work. The shaft 68 may optionally be provided with a stirrer or paddle 88 located within thechamber 70 to agitate material contained therein and hence reduce the possibility of blockages forming in thechamber 70 or further downstream.
Claims (20)
- A tunnelling system, the system including a vacuum source, an accumulator vessel and a tunnelling device, the accumulator vessel having an inlet connected to the tunnelling device and an outlet connected to the vacuum source, wherein the tunnelling device includes a hollow body having a longitudinal axis and a cutter blade mounted to a forward end of the body and rotatable about said axis, the body being provided with an end face wall at the forward end of the body having at least one aperture therein, the body further being provided with an internal chamber behind the end face wall having an outlet connected to the vacuum source and accumulator vessel.
- A system as claimed in claim 1, wherein the vessel inlet is positioned in an upper portion of the vessel.
- A system as claimed in claim 1 or claim 2, wherein the vessel outlet is positioned in an upper portion of the vessel.
- A system as claimed in claim 2 and 3, wherein the inlet and outlet are provided in the roof or top of the vessel.
- A system as claimed in any preceding claim, wherein the vessel is provided with a means for removing material deposited therein by the vacuum source.
- A system as claimed in claim 5, wherein said means comprise an extraction mechanism operable to convey material deposited in the vessel to the exterior of the vessel.
- A system as claimed in claim 6, wherein the extraction mechanism is positioned in a lower region of the vessel.
- A system as claimed in claim 6 or claim 7, wherein the extraction mechanism includes a movable conveyor clement.
- A system as claimed in claim 8, wherein the conveyor element comprises a screw or auger.
- A system as claimed in any of claims 6 to 9, wherein the vessel is shaped so as to direct material deposited therein towards the extraction mechanism.
- A system as claimed in, claim 10, wherein the walls of the vessel in the vicinity of the extraction mechanism are inclined, tapered or otherwise angled in the direction of the extraction mechanism.
- A system as claimed in any preceding claim, wherein the vacuum source includes a vacuum pump.
- A system as claimed in any preceding claim, wherein the vacuum source is incorporated into or attached to the vessel.
- A system as claimed in any of claims 1 to 12, wherein the vacuum source is separate to the vessel and connected hereto by the provision of appropriate piping or tubing.
- A system as claimed in any preceding claim, wherein the chamber of the tunnelling device is defined between the end face wall and an internal partition wall of the body.
- A system as claimed in claim 15, wherein the partition wall is provided with an aperture to permit air to enter the chamber from the rear of the tunnelling device.
- A system as claimed in any preceding claim, wherein the cutter blade of the tunnelling is carried on a shaft which extends through the chamber.
- A system as claimed in claim 17, wherein the shaft is provided with a blade or paddle operable to agitate material present within the chamber.
- A system as claimed in any preceding claim, wherein the tunnelling device is provided with a liquid conduit operable to convey liquid through the hollow body to the cutter blade.
- A system as claimed in claim 19, wherein the conduit is connected to a port or aperture provided in front end face of the body.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB0600696A GB2434164A (en) | 2006-01-13 | 2006-01-13 | Tunnelling device vacuum system |
Publications (1)
Publication Number | Publication Date |
---|---|
EP1808571A1 true EP1808571A1 (en) | 2007-07-18 |
Family
ID=35998010
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP07250114A Withdrawn EP1808571A1 (en) | 2006-01-13 | 2007-01-12 | Vacuum system |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP1808571A1 (en) |
GB (1) | GB2434164A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2018186792A1 (en) * | 2017-04-07 | 2018-10-11 | Epiroc Rock Drills Aktiebolag | Method and system for transporting rock material |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109184730A (en) * | 2018-08-22 | 2019-01-11 | 中铁二局集团有限公司 | A kind of construction method quickly cleaning double-shielded TBM shield tail silt |
Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4305620A (en) * | 1980-02-20 | 1981-12-15 | Hart Gwyn G | Pneumatic separating system for continuous mining machine |
US4699429A (en) * | 1985-11-18 | 1987-10-13 | Maybrier William H | Mining machine system |
JPH08199985A (en) | 1995-01-20 | 1996-08-06 | Mitsubishi Heavy Ind Ltd | Soil-discharge device of tunnel excavating machine |
JPH08296395A (en) * | 1995-04-26 | 1996-11-12 | Mitsubishi Heavy Ind Ltd | Tunnel excavating machine and earth removable device thereof |
JPH10196286A (en) * | 1996-12-27 | 1998-07-28 | Komatsu Ltd | Earth discharge device for tunnel excavator |
JP2002054176A (en) * | 2000-08-10 | 2002-02-20 | Mitsui Constr Co Ltd | Sediment conveying auxiliary device |
JP2004137758A (en) * | 2002-10-17 | 2004-05-13 | Hitachi Constr Mach Co Ltd | Shield machine |
JP2004137755A (en) * | 2002-10-17 | 2004-05-13 | Hitachi Constr Mach Co Ltd | Mini shield machine |
JP2004150204A (en) * | 2002-10-31 | 2004-05-27 | Komatsu Im Engineering Kk | Continuous vacuum sediment removing system |
JP2004169455A (en) * | 2002-11-21 | 2004-06-17 | Rasa Ind Ltd | Mud type pipe jacking method and boring machine |
JP2005030002A (en) * | 2003-07-09 | 2005-02-03 | Kyowa Exeo Corp | Suction earth removal system |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02500041A (en) * | 1986-09-24 | 1990-01-11 | ジー・ペッツィメンティ・アンド・サンズ・プロプライエタリー・リミテッド | boring equipment |
FR2611770B1 (en) * | 1987-02-26 | 1989-05-26 | Voltair | HEAD AND MACHINE FOR GROUNDING, ESPECIALLY FOR FUNERAL USE |
SE507665C2 (en) * | 1994-02-02 | 1998-06-29 | Disab Vacuum Technology Ab | Device, method and drill head for dry full-area drilling |
JP3586805B2 (en) * | 1998-04-24 | 2004-11-10 | Jfeエンジニアリング株式会社 | Excavation soil removal control device |
AU2002953110A0 (en) * | 2002-12-05 | 2002-12-19 | Rod Davies Infrastructure Pty. Ltd. | Boring machine |
-
2006
- 2006-01-13 GB GB0600696A patent/GB2434164A/en not_active Withdrawn
-
2007
- 2007-01-12 EP EP07250114A patent/EP1808571A1/en not_active Withdrawn
Patent Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4305620A (en) * | 1980-02-20 | 1981-12-15 | Hart Gwyn G | Pneumatic separating system for continuous mining machine |
US4699429A (en) * | 1985-11-18 | 1987-10-13 | Maybrier William H | Mining machine system |
JPH08199985A (en) | 1995-01-20 | 1996-08-06 | Mitsubishi Heavy Ind Ltd | Soil-discharge device of tunnel excavating machine |
JPH08296395A (en) * | 1995-04-26 | 1996-11-12 | Mitsubishi Heavy Ind Ltd | Tunnel excavating machine and earth removable device thereof |
JPH10196286A (en) * | 1996-12-27 | 1998-07-28 | Komatsu Ltd | Earth discharge device for tunnel excavator |
JP2002054176A (en) * | 2000-08-10 | 2002-02-20 | Mitsui Constr Co Ltd | Sediment conveying auxiliary device |
JP2004137758A (en) * | 2002-10-17 | 2004-05-13 | Hitachi Constr Mach Co Ltd | Shield machine |
JP2004137755A (en) * | 2002-10-17 | 2004-05-13 | Hitachi Constr Mach Co Ltd | Mini shield machine |
JP2004150204A (en) * | 2002-10-31 | 2004-05-27 | Komatsu Im Engineering Kk | Continuous vacuum sediment removing system |
JP2004169455A (en) * | 2002-11-21 | 2004-06-17 | Rasa Ind Ltd | Mud type pipe jacking method and boring machine |
JP2005030002A (en) * | 2003-07-09 | 2005-02-03 | Kyowa Exeo Corp | Suction earth removal system |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2018186792A1 (en) * | 2017-04-07 | 2018-10-11 | Epiroc Rock Drills Aktiebolag | Method and system for transporting rock material |
Also Published As
Publication number | Publication date |
---|---|
GB0600696D0 (en) | 2006-02-22 |
GB2434164A (en) | 2007-07-18 |
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