EP3268568B1 - Excavating head - Google Patents
Excavating head Download PDFInfo
- Publication number
- EP3268568B1 EP3268568B1 EP16719129.5A EP16719129A EP3268568B1 EP 3268568 B1 EP3268568 B1 EP 3268568B1 EP 16719129 A EP16719129 A EP 16719129A EP 3268568 B1 EP3268568 B1 EP 3268568B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- head
- fact
- excavated material
- main face
- excavation
- 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
- 238000009412 basement excavation Methods 0.000 claims description 54
- 239000000463 material Substances 0.000 claims description 42
- 238000000605 extraction Methods 0.000 claims description 18
- 239000002689 soil Substances 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 3
- 238000007599 discharging Methods 0.000 claims description 2
- 230000013011 mating Effects 0.000 claims description 2
- 238000003825 pressing Methods 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000014509 gene expression Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
Images
Classifications
-
- 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
-
- 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
- E21B27/00—Containers for collecting or depositing substances in boreholes or wells, e.g. bailers, baskets or buckets for collecting mud or sand; Drill bits with means for collecting substances, e.g. valve drill bits
-
- 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
- E21B10/00—Drill bits
- E21B10/08—Roller bits
Definitions
- the present invention relates to an excavating head.
- the heads of known type are usually operated in rotation by means of a driving machine, which makes them rotate around a vertical axis gradually as the excavation progresses in depth.
- heads are in use having a plurality of excavation tools arranged staggered and a central opening crossed by a suction pipe able to aspirate the excavated material.
- the height difference increases between the head and the external environment at the top of the excavation, making aspiration more difficult and expensive from an energy point of view.
- coring consists in the removal of soil by means of a special tool machine, known to the person skilled in the art as core drill.
- the core drill comprises a drilling tool, having a hollow cylindrical body, terminating with a diamond cutter made of high strength material and able to abrade the soil to be excavated.
- the core drill is usually driven in rotation by means of a driving machine, which makes it rotate around a vertical axis as the excavation progresses in depth.
- the excavated material gets stuck inside the cylindrical body as it penetrates into the soil; this means that the excavated material accumulates inside the cylindrical body, forming a core of excavated material that must be removed for the recovery of the excavation operations.
- the core drill is extracted from the excavation and the core of excavated material is deposited on the outer surface at the top of the excavation; this allows the core drill itself to be reinserted into the soil and the continuation of the works.
- coring enables the removal of small amounts of excavated soil at a time, leading to long working times and to reduced productivity.
- the main aim of the present invention is to devise an excavating head which allows removing large amounts of excavated material.
- Another object of the present invention is to devise an excavating head which allows increasing the removal speed of the excavated material, considerably reducing working times and increasing the overall productivity of the head itself.
- Another object of the present invention is to devise an excavating head which allows to overcome the mentioned drawbacks of the prior art within the ambit of a simple, rational, easy, effective to use and affordable solution.
- reference number 1 globally indicates an excavating head.
- the head 1, in particular, allows performing dry excavations.
- dry excavations excavations that take place in the absence of water, or in terrestrial conditions in the absence of water tables.
- the head 1 comprises an attachment element 2 to a driving machine to place the head itself in rotation.
- the attachment element 2 is a flange with bolting holes 3.
- the flange 2 can be coupled to a corresponding flanged plate 4 equipping the driving machine.
- the placing in rotation takes place around a central axis 5 of the head 1, which also identifies the direction of excavation 6.
- the central axis 5 is vertical and the direction of excavation 6 is downwards.
- the direction of excavation 6 can be horizontal, in which case the head 1 is used in an operative configuration wherein the central axis 5 is horizontal.
- the head 1 comprises a plate-shaped body 7 connected to the attachment element 2 and having a first main face 8 and a second main face 10.
- the plate-shaped body 7 is a substantially circular plate coaxial to the central axis 5.
- the first main face 8 is facing to the excavation front 9 and the second main face 10 is opposite to the first main face and is connected to the attachment element 2.
- excavation front is meant the margin defined by the material to be excavated, along the direction of excavation 6.
- the plate-shaped body 7 is substantially horizontal and the first main face 8 is lower than the second main face 10.
- the head 1 comprises at least an excavation tool 11 associated with the plate-shaped body 7 so as to protrude at least in part, and downwards, from the first main face 8.
- the plate-shaped body 7 comprises a plurality of excavation tools 11.
- each excavation tool 11 is housed at least in part within a housing seat 12 formed in the plate-shaped body 7.
- each excavation tool 11 emerges (i.e. protrudes) from the first main face 8 for at least one-twentieth of its volume.
- the excavation tools 11 have variable shape and size according to the type and dimensions of the excavation.
- the excavation tools 11 are composed of a substantially cylindrical or frusto-conical body having a sharp or abrasive outer surface.
- the excavation tools 11 are mounted idle on the plate-shaped body 7.
- each excavation tool 11 is associated with the plate-shaped body 7 by means of axial pins 13 separate and parallel to each other which allow its free rotation around a central axis of symmetry of the excavation tool 11.
- the excavation tools 11 are arranged asymmetrically with respect to the central axis 5 and have axes of rotation with different inclinations according to their position on the plate-shaped body 7.
- the excavation tools 11 arranged in the proximity of the central axis 5 have the axis of rotation substantially coplanar to the first main face 8, whereas the excavation tools 11 arranged peripherally to the plate-shaped body 7 have the axis of rotation inclined with respect the first main face 8, i.e. arranged neither vertically nor horizontally.
- the head 1 comprises suction means 14, 15, 16 of the excavated material 17 associated with the plate-shaped body 7.
- the suction means 14, 15, 16 comprise a storage chamber 14 of the excavated material 17.
- the plate-shaped body 7 has a lateral perimeter of a substantially circular shape from which extends a side wall 18 of the storage chamber 14 which, advantageously, has a substantially cylindrical shape.
- the side wall 18 can be lifted upwards with respect to the plate-shaped body 7 to allow the excavated material 17 to exit.
- said storage chamber 14 has an open upper portion 19 and a closed lower portion 20.
- the closed lower portion 20 comprises a storage surface 21 of the excavated material 17 adjacent to the second main face 10 and defining the bottom of the storage chamber itself.
- the storage surface 21 has a substantially frusto-conical shape and is symmetrical to the central axis 5.
- the convexity of the frusto-conical storage surface 21 is facing upwards and, in other words, the storage surface 21 is higher in the proximity of the central axis 5, where the upper base of the truncated cone is defined, and lower in the proximity of the side wall 18, where the lower base of the truncated cone is defined.
- the suction means 14, 15, 16 also comprise at least an extraction pipe 15 of the excavated material 17 crossing the plate-shaped body 7 from side to side and terminating in the storage chamber 14.
- the suction means 14, 15, 16 comprise a plurality of extraction pipes 15, even if different embodiments cannot be ruled out having a single extraction pipe.
- the extraction pipes 15 have a substantially circular section.
- the extraction pipes 15 are arranged symmetrically with respect to the central axis 5.
- Each extraction pipe 15 has a first portion 22 for the inlet of the excavated material 17 which is arranged on the first main face 8 and a second portion 23 for the discharge of the excavated material 17 which is arranged above the storage surface 21.
- the extraction pipes 15 extend vertically starting from the first main face 8 and have a variable extension depending on the height of the storage chamber 14.
- the extraction pipes 15 In the proximity of the second portion 23, on the other hand, the extraction pipes 15 have a curved profile 24 that changes the orientation of the pipes themselves.
- the second portions 23 have a diffuser element 25 able to spread the excavated material 17 on the storage surface 21.
- each diffuser element 25 is joined to the curved profiles 24, which enables the diffuser elements 25 to direct and distribute the excavated material downwards.
- each diffuser element 25 is directed in a radial manner with respect to the central axis 5.
- each diffuser element 25 and its curved profile 24 are directed along a radius joining the central axis 5 to the side wall 18.
- the diffuser elements 25 are facing, with respect to the central axis 5, partly towards the outside and partly towards the inside of the storage chamber 14.
- suction means 14, 15, 16 comprise an introduction pipe 16 for the forced introduction of pressurized air in the proximity of the excavation front to generate a pressing force able to push the excavated material 17 through the extraction pipes 15.
- the introduction pipe 16 has a substantially tubular shape and coaxial to the central axis 5.
- the introduction pipe 16 crosses the storage surface 21 and has a first extremity 26 associated with the attachment element 2 and a second extremity 27 associated with the second main face 10.
- the introduction pipe 16 is associated with the side wall 18 of the storage chamber 14 by interposition of union and centering means 28, 29.
- the union and centering means 28, 29 comprise a plurality of reinforcing ribs 28 associated with the introduction pipe 16 and a plurality of locking elements 29 associated internally with the storage chamber 14 and able to lock the reinforcing ribs 28.
- the head 1 comprises three reinforcing ribs 28 equally spaced from each other; this ensures to keep the introduction pipe 16 in position during the excavation operations.
- each reinforcing rib 28 has, with respect to the central axis 5, a proximal extremity associated with the introduction pipe 16 and a distal extremity associated by interlocking with the corresponding locking element 29.
- the head 1 comprises a through central hole 30 crossing the plate-shaped body 7 between the first main face 8 and the second main face 10. Conveniently, the central hole 30 is arranged substantially mating the second extremity 27.
- the central hole 30 coincides with two housing seats 12 of the excavation tools 11; this means that the pressurized air passes through the housing seats 12, lapping the excavation tools 11.
- the present invention also relates to an excavating method comprising the following steps of:
- the collection of the excavated material in the storage chamber allows the use of compressed air without reaching excessively high values of pressure that would result in considerable energy consumption. Thanks to the collection chamber, in fact, the excavated material must not be inconveniently pushed to the outer surface of the excavation, but it goes back to the top only by a portion equal to the height of the extraction pipes before arranging in the storage chamber itself.
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
Description
- The present invention relates to an excavating head.
- With reference to the sector of the construction of large works such as tunnels, bridges, dams, aqueducts, foundation pits and the like, it is known to make excavations in a descending direction.
- To date, descending excavations are carried out by means of excavating heads or, alternatively, by means of the so-called "coring" technique.
- The heads of known type are usually operated in rotation by means of a driving machine, which makes them rotate around a vertical axis gradually as the excavation progresses in depth.
- In detail, heads are in use having a plurality of excavation tools arranged staggered and a central opening crossed by a suction pipe able to aspirate the excavated material.
- However, the heads of known type have some drawbacks among which must be included the fact that the suction pipe allows to remove small amounts of excavated material.
- In particular, as one progresses in depth, the height difference increases between the head and the external environment at the top of the excavation, making aspiration more difficult and expensive from an energy point of view.
- Another drawback is represented by the fact that the heads of known type have reduced productivity due to the low removal speed of the excavated material that greatly affects the overall excavation speed, leading to long working times. Alternatively, coring consists in the removal of soil by means of a special tool machine, known to the person skilled in the art as core drill.
- The core drill comprises a drilling tool, having a hollow cylindrical body, terminating with a diamond cutter made of high strength material and able to abrade the soil to be excavated.
- The core drill is usually driven in rotation by means of a driving machine, which makes it rotate around a vertical axis as the excavation progresses in depth.
- During the excavation operations, the excavated material gets stuck inside the cylindrical body as it penetrates into the soil; this means that the excavated material accumulates inside the cylindrical body, forming a core of excavated material that must be removed for the recovery of the excavation operations.
- For this purpose, the core drill is extracted from the excavation and the core of excavated material is deposited on the outer surface at the top of the excavation; this allows the core drill itself to be reinserted into the soil and the continuation of the works.
- It is easy to understand, therefore, that coring enables the removal of small amounts of excavated soil at a time, leading to long working times and to reduced productivity.
- Others excavation heads are known from
KR 101 401 981 KR 2011 0133517 WO 95/08691 WO9810170 US 4 804 295 andUS 3 967 463 . - The main aim of the present invention is to devise an excavating head which allows removing large amounts of excavated material.
- Another object of the present invention is to devise an excavating head which allows increasing the removal speed of the excavated material, considerably reducing working times and increasing the overall productivity of the head itself.
- Another object of the present invention is to devise an excavating head which allows to overcome the mentioned drawbacks of the prior art within the ambit of a simple, rational, easy, effective to use and affordable solution.
- The above mentioned objects are achieved by the present excavating head having the characteristics of
claim 1. - Other characteristics and advantages of the present invention will become better evident from the description of a preferred, but not exclusive, embodiment of an excavating head, illustrated by way of an indicative, but non-limiting example in the accompanying drawings, wherein:
-
Figure 1 is an axonometric view from below of the head according to the invention; -
Figure 2 is an axonometric view from above of the head according to the invention; -
Figure 3 is a front sectional view of the head according to the invention; -
Figure 4 is a front sectional view of the head according to the invention in operative configuration. - With particular reference to such figures,
reference number 1 globally indicates an excavating head. - The
head 1, in particular, allows performing dry excavations. - In the context of this treatise by "dry excavations" are meant excavations that take place in the absence of water, or in terrestrial conditions in the absence of water tables.
- The
head 1 comprises anattachment element 2 to a driving machine to place the head itself in rotation. - With reference to the particular embodiment shown in the illustrations, the
attachment element 2 is a flange with boltingholes 3. - The
flange 2 can be coupled to a corresponding flanged plate 4 equipping the driving machine. - The placing in rotation takes place around a
central axis 5 of thehead 1, which also identifies the direction ofexcavation 6. - Advantageously during excavating operations, the
central axis 5 is vertical and the direction ofexcavation 6 is downwards. - In this regard, it is specified that in the present treatise expressions such as "high", "low", "upper", "lower", "above", "below" and the like, are to be deemed with reference to an operative configuration wherein the
head 1 is used for downward vertical excavations. - It cannot however be ruled out that the direction of
excavation 6 can be horizontal, in which case thehead 1 is used in an operative configuration wherein thecentral axis 5 is horizontal. - The
head 1 comprises a plate-shaped body 7 connected to theattachment element 2 and having a firstmain face 8 and a secondmain face 10. - With reference to the particular embodiment shown in the illustrations, the plate-
shaped body 7 is a substantially circular plate coaxial to thecentral axis 5. Advantageously, the firstmain face 8 is facing to theexcavation front 9 and the secondmain face 10 is opposite to the first main face and is connected to theattachment element 2. - In the context of this treatise by "excavation front" is meant the margin defined by the material to be excavated, along the direction of
excavation 6. - In the operative configuration, shown in the illustrations, wherein the
central axis 5 is vertical, the plate-shaped body 7 is substantially horizontal and the firstmain face 8 is lower than the secondmain face 10. - The
head 1 comprises at least anexcavation tool 11 associated with the plate-shaped body 7 so as to protrude at least in part, and downwards, from the firstmain face 8. - Advantageously, the plate-
shaped body 7 comprises a plurality ofexcavation tools 11. - Conveniently, each
excavation tool 11 is housed at least in part within ahousing seat 12 formed in the plate-shaped body 7. - In particular, each
excavation tool 11 emerges (i.e. protrudes) from the firstmain face 8 for at least one-twentieth of its volume. - The
excavation tools 11 have variable shape and size according to the type and dimensions of the excavation. - With reference to the particular embodiment shown in the illustrations, the
excavation tools 11 are composed of a substantially cylindrical or frusto-conical body having a sharp or abrasive outer surface. - Conveniently, the
excavation tools 11 are mounted idle on the plate-shaped body 7. - In the present case, each
excavation tool 11 is associated with the plate-shaped body 7 by means ofaxial pins 13 separate and parallel to each other which allow its free rotation around a central axis of symmetry of theexcavation tool 11. - With reference to the particular embodiment shown in the illustrations, the
excavation tools 11 are arranged asymmetrically with respect to thecentral axis 5 and have axes of rotation with different inclinations according to their position on the plate-shaped body 7. - For example, the
excavation tools 11 arranged in the proximity of thecentral axis 5 have the axis of rotation substantially coplanar to the firstmain face 8, whereas theexcavation tools 11 arranged peripherally to the plate-shaped body 7 have the axis of rotation inclined with respect the firstmain face 8, i.e. arranged neither vertically nor horizontally. - The
head 1 comprises suction means 14, 15, 16 of the excavatedmaterial 17 associated with the plate-shaped body 7. - The suction means 14, 15, 16 comprise a
storage chamber 14 of the excavatedmaterial 17. - With reference to the particular embodiment shown in the illustrations, the plate-
shaped body 7 has a lateral perimeter of a substantially circular shape from which extends aside wall 18 of thestorage chamber 14 which, advantageously, has a substantially cylindrical shape. - At the end of the excavation operations, the
side wall 18 can be lifted upwards with respect to the plate-shaped body 7 to allow the excavatedmaterial 17 to exit. - In this regard it should be emphasized an important characteristic of the present invention, that is, the fact that the
head 1 must not be reversed to eject the excavatedmaterial 17 but, simply by lifting theside wall 18, the excavatedmaterial 17 exits from thestorage chamber 14. - Furthermore, said
storage chamber 14 has an openupper portion 19 and a closedlower portion 20. - Conveniently, the closed
lower portion 20 comprises astorage surface 21 of the excavatedmaterial 17 adjacent to the secondmain face 10 and defining the bottom of the storage chamber itself. - In the embodiment shown in the illustrations, the
storage surface 21 has a substantially frusto-conical shape and is symmetrical to thecentral axis 5. - The convexity of the frusto-
conical storage surface 21 is facing upwards and, in other words, thestorage surface 21 is higher in the proximity of thecentral axis 5, where the upper base of the truncated cone is defined, and lower in the proximity of theside wall 18, where the lower base of the truncated cone is defined. - It is emphasized, however, that alternative embodiments are possible having a substantially flat storage surface, or otherwise inclined.
- The suction means 14, 15, 16 also comprise at least an
extraction pipe 15 of the excavatedmaterial 17 crossing the plate-shaped body 7 from side to side and terminating in thestorage chamber 14. - Advantageously, the suction means 14, 15, 16 comprise a plurality of
extraction pipes 15, even if different embodiments cannot be ruled out having a single extraction pipe. - Conveniently, the
extraction pipes 15 have a substantially circular section. - As is visible in the illustrations, the
extraction pipes 15 are arranged symmetrically with respect to thecentral axis 5. - It cannot however be ruled out that the
aforementioned extraction pipes 15 may also be arranged asymmetrically. - Each
extraction pipe 15 has afirst portion 22 for the inlet of the excavatedmaterial 17 which is arranged on the firstmain face 8 and asecond portion 23 for the discharge of the excavatedmaterial 17 which is arranged above thestorage surface 21. - In particular, the
extraction pipes 15 extend vertically starting from the firstmain face 8 and have a variable extension depending on the height of thestorage chamber 14. - In the proximity of the
second portion 23, on the other hand, theextraction pipes 15 have acurved profile 24 that changes the orientation of the pipes themselves. - Furthermore, the
second portions 23 have adiffuser element 25 able to spread the excavatedmaterial 17 on thestorage surface 21. - The
diffuser elements 25 are joined to thecurved profiles 24, which enables thediffuser elements 25 to direct and distribute the excavated material downwards. Advantageously, eachdiffuser element 25 is directed in a radial manner with respect to thecentral axis 5. - In other words, each
diffuser element 25 and itscurved profile 24 are directed along a radius joining thecentral axis 5 to theside wall 18. - With reference to the particular embodiment shown in the illustrations, the
diffuser elements 25 are facing, with respect to thecentral axis 5, partly towards the outside and partly towards the inside of thestorage chamber 14. - It is easy to understand that the aforementioned orientation, together with the frusto-conical shape of the
storage surface 21, allows the excavated material expelled by thediffuser elements 25 to slide downwards, homogeneously filling thestorage chamber 14 in the proximity of the lateral perimeter of the plate-shapedbody 7. - In addition, the suction means 14, 15, 16 comprise an
introduction pipe 16 for the forced introduction of pressurized air in the proximity of the excavation front to generate a pressing force able to push the excavatedmaterial 17 through theextraction pipes 15. - In other words, the introduction of air in the proximity of the excavation front creates a differential pressure that causes the excavated material to lift and to be conveyed in the
extraction pipes 15, this phenomenon being known to the person skilled in the art as "direct flow". - Advantageously, the
introduction pipe 16 has a substantially tubular shape and coaxial to thecentral axis 5. - In detail, the
introduction pipe 16 crosses thestorage surface 21 and has afirst extremity 26 associated with theattachment element 2 and asecond extremity 27 associated with the secondmain face 10. - Conveniently, the
introduction pipe 16 is associated with theside wall 18 of thestorage chamber 14 by interposition of union and centeringmeans - The union and centering
means ribs 28 associated with theintroduction pipe 16 and a plurality of lockingelements 29 associated internally with thestorage chamber 14 and able to lock the reinforcingribs 28. - In the embodiment shown in the illustrations, the
head 1 comprises three reinforcingribs 28 equally spaced from each other; this ensures to keep theintroduction pipe 16 in position during the excavation operations. - In the present case, each reinforcing
rib 28 has, with respect to thecentral axis 5, a proximal extremity associated with theintroduction pipe 16 and a distal extremity associated by interlocking with the corresponding lockingelement 29. Furthermore, thehead 1 comprises a throughcentral hole 30 crossing the plate-shapedbody 7 between the firstmain face 8 and the secondmain face 10. Conveniently, thecentral hole 30 is arranged substantially mating thesecond extremity 27. - In the particular embodiment shown in the illustrations, the
central hole 30 coincides with twohousing seats 12 of theexcavation tools 11; this means that the pressurized air passes through thehousing seats 12, lapping theexcavation tools 11. - Alternative embodiments cannot however be ruled out wherein the
central hole 30 is clear of thehousing seats 12. - The present invention also relates to an excavating method comprising the following steps of:
- a) providing the
head 1 in the operative configuration; - b) excavating the soil by means of the
head 1 to obtain avertical excavation 31. In the present case, theexcavation tools 11 are operated in rotation by means of the pressure of thehead 1 against the excavation front. At the same time the excavatedmaterial 17, passing through theextraction pipes 15, is collected in thestorage chamber 14; - c) extracting the
head 1 from thevertical excavation 31; - d) discharging the excavated
material 17 from thestorage chamber 14 on a surface outside of thevertical excavation 31. This operation is carried out by simply lifting theside wall 18 with respect to the secondmain face 10, so as to open thestorage chamber 14 in the proximity of the lateral perimeter of the plate-shapedbody 7 and take advantage of the inclination of thestorage surface 21 in order to expel the excavated material by gravity. At this point the steps from b) to d) are repeated until reaching a predetermined depth. - It has in practice been ascertained how the described invention achieves the intended objects.
- It is emphasized that the particular solution of providing a storage chamber cooperating with a plurality of extraction pipes permits increasing the amount of material removed in the unit of time and greatly increases the productivity of the excavating head.
- In particular, the collection of the excavated material in the storage chamber allows the use of compressed air without reaching excessively high values of pressure that would result in considerable energy consumption. Thanks to the collection chamber, in fact, the excavated material must not be inconveniently pushed to the outer surface of the excavation, but it goes back to the top only by a portion equal to the height of the extraction pipes before arranging in the storage chamber itself.
- Moreover, the fact of providing a storage chamber with a frusto-conical storage surface and a side wall movable upwards permits a considerable saving of time in the discharge operations of the excavated material.
Claims (12)
- Excavating head (1), comprising:- at least an attachment element (2) to a driving machine to place said head (1) in rotation around a central axis (5);- at least a plate-shaped body (7) connected to said attachment element (2) and having at least a first main face (8) and at least a second main face (10) opposite to each other, said first main face (8) being facing to the excavation front (9) and said second main face (10) being facing to said attachment element (2); and- at least an excavation tool (11) associated with said plate-shaped body (7) so as to protrude at least partly from said first main face (8);- suction means (14, 15, 16) of the excavated material (17) associated with said plate-shaped body (7) and comprising:- at least a storage chamber (14) of said excavated material (17);- at least an extraction pipe (15) of said excavated material (17) crossing from side to side said plate-shaped body (7) and terminating in said storage chamber (14);characterized by the fact that said suction means (14, 15, 16) comprise at least an introduction pipe (16) for the forced introduction of pressurized air in the proximity of said excavation front (9) and to generate a pressing force able to push said excavated material (17) through said extraction pipe (15).
- Head (1) according to claim 1, characterized by the fact that said plate-shaped body (7) has a lateral perimeter of circular shape from which extends said storage chamber (14) with a substantially cylindrical shape.
- Head (1) according to one or more of the preceding claims, characterized by the fact that said storage chamber (14) comprises a storage surface (21) of said excavated material (17) adjacent to said second main face (10).
- Head (1) according to claim 3, characterized by the fact that said storage surface (21) has a substantially frusto-conical shape and is symmetrical to said central axis (5).
- Head (1) according to any of the preceding claims, characterized by the fact that said introduction pipe (16) crosses said storage surface (21) and has a first extremity (26) associated with said attachment element (2) and a second extremity (27) associated with said second main face (10).
- Head (1) according to claim 5, characterized by the fact that it comprises a through central hole (30) and crossing said plate-shaped body (7) between said first main face (8) and said second main face (10), said central hole (30) being arranged substantially mating said second extremity (27).
- Head (1) according to one or more of the preceding claims, characterized by the fact that said extraction pipe (15) has a first portion (22) for the inlet of said excavated material (17) arranged on said first main face (8) and a second portion (23) for the discharge of said excavated material (17) arranged above said storage surface (21).
- Head (1) according to claim 7, characterized by the fact that said second portion (23) has a diffuser element (25) able to spread said excavated material (17) on said storage surface (21).
- Head (1) according to claim 8, characterized by the fact that said diffuser element (25) is directed in a radial manner with respect to said central axis (5).
- Head (1) according to one or more of the preceding claims, characterized by the fact that said suction means (14, 15, 16) comprise a plurality of said extraction pipes (15) arranged symmetrically with respect to said central axis (5).
- Head (1) according to one or more of the preceding claims, characterized by the fact that it comprises a plurality of said excavation tools (11), each of which is housed at least in part within a housing seat (12) formed in said plate-shaped body (7).
- Excavating method, characterized by the fact that it comprises the steps of:a) providing an excavating head (1) according to one or more of the preceding claims;b) excavating the soil by means of said excavating head (1) to obtain a vertical excavation (31), the excavated material (17) being collected in said storage chamber (14);c) extracting said excavating head (1) from said vertical excavation (31);d) discharging the excavated material (17) from said storage chamber (14) on a surface outside of said vertical excavation (31);e) repeating steps from b) to d) until reaching a predetermined depth.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITMO20150055 | 2015-03-12 | ||
PCT/IB2016/051386 WO2016142909A1 (en) | 2015-03-12 | 2016-03-11 | Excavating head |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3268568A1 EP3268568A1 (en) | 2018-01-17 |
EP3268568B1 true EP3268568B1 (en) | 2019-05-08 |
Family
ID=53177802
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP16719129.5A Active EP3268568B1 (en) | 2015-03-12 | 2016-03-11 | Excavating head |
Country Status (2)
Country | Link |
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EP (1) | EP3268568B1 (en) |
WO (1) | WO2016142909A1 (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1998010170A1 (en) * | 1996-09-03 | 1998-03-12 | Hitachi Construction Machinery Co., Ltd. | Tunnel excavation method and tunnel excavator |
Family Cites Families (5)
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US3967463A (en) * | 1974-08-05 | 1976-07-06 | The Robbins Company | Continuous tunnel boring machine and method |
JPS63125799A (en) * | 1986-11-13 | 1988-05-28 | 川崎重工業株式会社 | Shield type tunnel excavator |
US5626201A (en) * | 1993-09-20 | 1997-05-06 | Excavation Engineering Associates, Inc. | Disc cutter and method of replacing disc cutters |
KR20110133517A (en) * | 2010-06-05 | 2011-12-13 | 유재호 | New excavating apparatus of vertical hole and reaming method of vertical hole |
KR101401981B1 (en) * | 2012-12-27 | 2014-05-30 | (주)성풍건설 | Excavating apparatus of vertical hole |
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2016
- 2016-03-11 EP EP16719129.5A patent/EP3268568B1/en active Active
- 2016-03-11 WO PCT/IB2016/051386 patent/WO2016142909A1/en active Application Filing
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Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1998010170A1 (en) * | 1996-09-03 | 1998-03-12 | Hitachi Construction Machinery Co., Ltd. | Tunnel excavation method and tunnel excavator |
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WO2016142909A1 (en) | 2016-09-15 |
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