Field of application
[0001] The present invention regards an apparatus for dredging detrital material from a
tubular foundation, which is planted on a seabed, e.g. a marine or ocean seabed, according
to the preamble of the independent claim 1.
[0002] The present apparatus for dredging is therefore inserted in the field of production
of apparatuses for dredging detrital material, which are in particular configured
for operating on tubular foundations planted on seabeds, even at considerable depth.
[0003] The present apparatus for dredging is intended to be advantageously used for operations
on seabeds of bodies of water, for dredging works and excavation works within tubular
foundations planted on seabeds, e.g. for wind turbines.
State of the art
[0004] In the industrial field of operating machines for dredging, apparatuses for removing
detrital material from tubular foundations planted on seabeds have been known for
some time.
[0005] The apparatuses for dredging detrital material from tubular foundations of known
type are susceptible of being inserted within a tubular foundation, which is planted
on a seabed and is arranged for housing the base of a wind turbine or a similar off-shore
structure. Normally such apparatuses remove material of various type, as a function
of the different site in which they are used, in order to remove such detrital material
from within the foundation planted on the seabed, in order to allow the "clearing"
of the tubular foundation and allow the installation of the base of the off-shore
structure. For example, such operating machines can remove sandy, clay, stone or bituminous
material from the seabed.
[0006] The operation of removing detritus from the tubular foundations provides for a first
step of abrasion of the seabed, attained inside the foundation, and a second step
of removal, by means of pumping of the detrital material, in which the abraded detritus
are removed and transported outside the tubular foundation, in order to "clear" the
interior of the foundation of the removed detrital material.
[0007] One example of an apparatus of known type, for dredging detrital material from a
tubular foundation, is described in the patent application
WO 2019/013646 and comprises a support structure, arranged for being fixed to the free end of a
tubular foundation, and a dredging device, slidably housed within the support structure
and arranged for sliding within the tubular foundation to be dredged.
[0008] More in detail, the support structure has substantially box-like form and is provided
with a lower mouth, through which the dredging device is lowered by means of a hoist
fixed on the upper part to the support structure.
[0009] The apparatus for dredging of known type described in the aforesaid patent comprises
a crushing head provided with a shaft, on which a disc-shaped foot is mounted. The
foot of the crushing head of known type is provided with a plurality of movable nozzles
on a lower face thereof directed towards the seabed, which are oriented along rows
placed radially and are arranged for dispensing water at high pressure (greater than
100 bar) towards the seabed and removing, by means of the hydraulic action, the detrital
material from the seabed. For such purpose, the apparatus of known type comprises
a hydraulic pump, in order to supply with pressurized water the plurality of movable
nozzles placed on the crushing head of the apparatus.
[0010] The crushing head of the apparatus also comprises, on the lower part, a suction opening,
placed centrally on the foot and hydraulically connected to a suction duct and to
a suction pump, in order to remove the detritus removed by the movable nozzles, in
order to transport it outside the tubular foundation to be dredged. The aforesaid
suction pump is a volumetric pump.
[0011] The apparatus of known type provides that the dispensing nozzles are movable, and
in particular that they are movable in rotation, in order to carry out a more uniform
removal of the sediments. The aforesaid movement of the nozzles can be of independent
type, in which each nozzle is moved independently of the others, or coordinated, in
particular by means of the rotation of the foot of the crushing head of the dredging
device. More in detail, in this case, the shaft of the crushing head is moved by means
of a motor, hydraulic or electric, in order to rotate the foot of the crushing head.
In such case, in order to allow the relative rotation of the two elements, the foot
is hydraulically connected to the discharge duct by means of a rotary hydraulic joint.
[0012] The apparatus also comprises a plurality of teeth, which are placed on the lower
face of the crushing head and are extended along radially-placed rows, which are alternated
with the rows of nozzles. The aforesaid plurality of teeth allows executing an action
of mechanical dredging parallel to the action of hydraulic dredging operated by the
movable nozzles. Also in this case, therefore, in order to attain the mechanical dredging
it is necessary to rotate the crushing head of the apparatus by means of the aforesaid
electric or hydraulic motor.
[0013] However, the apparatus for dredging of known type, described briefly up to now, has
in practice demonstrated that it does not lack drawbacks.
[0014] A first drawback lies in the fact that the dredging operation of the apparatus described
in the patent application
WO 2019/013646 is not suitable for operating on particularly hard seabeds. Indeed, the dredging
action of the aforesaid apparatus is mainly ascribable to the hydraulic dredging attained
by the movable nozzles, which however are unsuitable for operating on particularly
resistant seabeds. For example, in case of rocky seabeds, the movable nozzles described
in the aforesaid patent are not very effective, and this involves a greater duration
of the dredging operation, with consequent increased costs. A further drawback lies
in the fact that the apparatus of known type has shown to be complex in the assembly
thereof and in the operation thereof. Indeed, in order to execute a mechanical dredging
to support the aforesaid hydraulic dredging, it is necessary to operate a rotation
of the entire crushing head in order to rotate the teeth of the crushing head.
[0015] Such combination is in particular necessary in the case of rocky terrain, in which
hydraulic dredging on its own is insufficient. Nevertheless, the rotation of the crushing
head requires a hydraulic or electric motor, which must be suitable for underwater
operation, and a connection with rotary hydraulic joint between the crushing head
and the removal duct (and possibly with the hydraulic pumps connected to the crushing
head), which in reality makes the apparatus of known type complex in the assembly
thereof and in the operation thereof, also having to operate at high pressures (greater
than 100 bar).
[0016] A further drawback of the apparatus of known type lies in the fact that the mechanical
dredging has proven incompatible with the hydraulic dredging. Indeed, the teeth described
in the aforesaid patent application and their placement have proven unsuitable for
"collaborating" with the movable nozzles.
[0017] More in detail, the teeth, the movable nozzles and the removal opening are placed
on the lower face of the crushing head, and this requires placing the same lower face
of the crushing head substantially in abutment against the seabed so as to allow the
teeth to operate on the seabed itself. However, such positioning involves the substantial
abutment also of the movable nozzles on the seabed to be dredged, which in the case
of clay seabeds could cause the obstruction of the nozzles, and in the case of rocky
seabeds could damage the nozzles themselves, in some cases causing malfunctions of
the entire operating machine. In addition, the aforesaid positioning involves the
substantial abutment of the suction opening, which is therefore obstructed and not
free in the operation thereof, preventing a correct removal of the detrital material
from the seabed. In addition, the pump arranged for supplying the movable nozzles
is not actuatable during the mechanical dredging operation, when the crushing head
is placed in contact with the seabed, in order to avoid that the high pressure (greater
than 100 bar) necessary for the mechanical dredging brings the crushing head away
from the seabed itself, preventing the mechanical action of the teeth.
[0018] Further apparatuses for dredging detrital material are described in the documents
EP 2481490 A1 and
CN 111764454 A and substantially comprise a suction pump formed by a hydraulic motor connected to
a pump body, which is provided with a central suction opening in order to suction
the detrital material and with a discharge opening in order to expel the detrital
material outside. Also the latter solutions of known type have not proven suitable
for overcoming the abovementioned problems.
Presentation of the invention
[0019] The essential object of the present invention is therefore that of eliminating the
drawbacks of the abovementioned prior art, by providing an apparatus for dredging
detrital material from a tubular foundation which is capable of operating on all types
of seabeds (rocky, clay and others), ensuring high effectiveness.
[0020] A further object of the present invention is to provide an apparatus for dredging
detrital material which can be produced in a quick and inexpensive manner manner,
avoiding complex assembly operations.
[0021] A further object of the present invention is to provide an apparatus for dredging
detrital material which is capable of operating in an optimal manner in association
with tubular foundations.
[0022] A further object of the present invention is to provide an apparatus for dredging
detrital material which is structurally strong and entirely reliable in operation.
Brief description of the drawings
[0023] The technical characteristics of the invention, according to the aforesaid objects,
are clearly seen in the contents of the below-reported claims and the advantages thereof
will be more evident from the following detailed description, made with reference
to the enclosed drawings, which represent several merely exemplifying and non-limiting
embodiments of the invention, in which:
- figure 1 shows a bottom perspective view of an apparatus for dredging, object of the
present invention;
- figure 2 shows a top plan view of the apparatus of figure 1;
- figure 3 shows a bottom plan view of the apparatus of figure 1;
- figure 4 shows a bottom plan view of a support frame of the apparatus of figure 1;
- figure 5 shows a top perspective view of the apparatus of figure 1 housed within the
tubular foundation, the latter illustrated in section;
- figure 6 shows a bottom plan view of the apparatus of figure 5;
- figure 7 shows a bottom perspective view of a pump body of a suction pump of the apparatus
for dredging;
- figure 8 shows a third excavator tool of the suction pump and a support casing of
the apparatus for dredging;
- figures 9a and 9b respectively show a first and a second crushing head of the apparatus
of figure 1;
- figures 10a and 10b show a detail of figures 9a and 9b, respectively relative to a
first and a second excavator tool of the crushing heads of the apparatus for dredging;
- figure 11 shows a sectional view of the suction pump of the apparatus for dredging.
Detailed description of a preferred embodiment
[0024] With reference to the enclosed drawings, reference number 1 overall indicates the
apparatus for dredging, object of the present invention.
[0025] The apparatus for dredging 1, object of the present invention, is employable for
dredging detrital material from a tubular foundation 100 planted in a seabed. More
in detail, with detrital material it must be intended the ground, composed of loam,
clay, sand, gravel or even rock, which remains in the tubular foundation 100 planted
on the seabed and which must be removed for a certain depth in order to allow housing
an off-shore structure, such as for example the pole of a wind turbine.
[0026] More in detail, the tubular foundations comprise, in a per se known manner, a tubular
body which can be made for example of steel and which is planted on a seabed and is
extended between a free end, placed above the seabed, and a buried end, placed below
the seabed. The tubular foundations are arranged for housing off-shore structure bases,
such as for example poles for wind turbines, in order to constrain the aforesaid off-shore
structures to the seabed.
[0027] The apparatus 1 is advantageously employable for operating both on tubular foundations
completely immersed in water, in which the free end is placed below the water surface,
and for operating on foundations that are partially immersed in water, in which the
free end is placed above the water surface.
[0028] The apparatus 1 is arranged for being connected to a crane placed on a watercraft
(or similar movement systems), in order to be moved closer to the tubular foundation
100 to be dredged.
[0029] More in detail, in the case of tubular foundations completely immersed in water,
the crane lowers the apparatus 1 within the water in order to place it above, in proximity
to the free end of the tubular foundation 100. Otherwise, in the case of tubular foundations
partially immersed in water, the crane lifts and brings the apparatus 1 close in order
to place it above, in proximity to the free end of the tubular foundation 100.
[0030] In accordance with the idea underlying the present invention, the apparatus 1 for
dredging detrital material comprises a support frame 2, mechanically connectable to
a watercraft, to a crane or to another structure suitable for supporting the apparatus
1 in order to lower it within a tubular pipe. For such purpose, the apparatus 1 preferably
comprises a support cable (not represented), for example a metallic ring chain.
[0031] The apparatus 1 is susceptible of being hydraulically connected, in a per se known
manner, to pressurized fluid generation means, in order to supply the hydraulic motors
of the apparatus 1. The aforesaid pressurized fluid generation means can be placed
directly on the watercraft, from which the apparatus 1 is lowered, or they can be
immersed together with the apparatus 1 itself, so as to limit the distance of the
pressurized fluid supply ducts.
[0032] The apparatus 1 also comprises a plurality of crushing heads 3, mounted on the support
frame 2, preferably on a central portion 21 of the support frame 2, in peripheral
position, and each comprising a first hydraulic motor 31 supplied by a pressurized
fluid and at least one excavator tool 32, movable by the corresponding first hydraulic
motor 31 in order to remove detrital material from the tubular foundation 100.
[0033] Advantageously, each first hydraulic motor 31 is of radial piston type, comprising
a series of pistons, placed to intercept the pressurized fluid and mechanically connected
to a connecting rod connected to a first rotor shaft, in order to rotate aforesaid
rotor shaft along a first rotation axis Z, which is substantially vertical when the
apparatus 1 is lowered within the tubular foundation 100.
[0034] Otherwise, it is possible to provide that the first hydraulic motor 31 is a vane
motor, comprising a series of vanes placed to intercept the pressurized fluid in order
to be actuated in rotation, and a first rotor shaft, fixed to the first series of
vanes and arranged for rotating along a first rotation axis Z, substantially vertical
when the apparatus 1 is fit within the tubular foundation 100.
[0035] The apparatus 1 also comprises at least one suction pump 4, described more in detail
hereinbelow, which is fixed to the support frame 2, interposed between the crushing
heads 3 and placed in a central portion of the latter.
[0036] The suction pump 4 comprises a second hydraulic motor 41, supplied by a pressurized
fluid, and a pump body 42, provided with a suction opening 42', arranged for suctioning
the detrital material from the tubular foundation 100, and a discharge opening 42",
arranged for transferring the aforesaid detrital material outside the tubular foundation
100 or for transferring the detrital material to a deposition zone, advantageously
placed on a watercraft.
[0037] In accordance with a first embodiment of the support frame 2 of the apparatus 1,
illustrated in the enclosed figures, the support frame 2 comprises a fixed central
portion 21, on which the two crushing heads 3 are mounted, and two lateral guide portions
22. Advantageously, the lateral guide portions 22 are movable with respect to the
central portion 21. Preferably, the central portion 21 is provided with telescopic
guides 23 within which corresponding telescopic portions 24 of the lateral guide portions
22 are slidably inserted.
[0038] Of course, without departing from the protective scope of the present invention,
it is possible to equip the lateral guide portions 22 with telescopic guides 23 and
the central portion 21 with corresponding telescopic portions 24 slidably housed in
the telescopic guides 23.
[0039] Otherwise, it is also possible to provide for an external guide fixed to one of the
two portions 21, 22 of the support frame 2, within which a corresponding guide element
is susceptible of sliding, made on the other portion of the support frame 2. Advantageously,
the apparatus 1 comprises actuator means (not represented), preferably at least one
hydraulic piston, in order to move the lateral guide portions 22 with respect to the
fixed central portion 21 in a horizontal adjustment direction orthogonal to a vertical
axis Y, in order to place the lateral guide portions 22 at the internal surface of
the tubular foundation 100.
[0040] More in detail, the lateral guide portions 22 of the support frame 2 each comprise
at least one sliding block 220 susceptible of facing the internal surface of the tubular
foundation 100 (as illustrated in figure 5) in order to guide the apparatus 1 along
the cavity of the tubular foundation 100.
[0041] In operation, the lateral guide portions 22 are movable between a retracted configuration,
in which they are gathered close to the central portion 21 and spaced from the internal
surface of the tubular foundation 100, and an extended position, in which the lateral
guide portions 22 are spaced from the central portion 21 and the sliding blocks 220
are placed at the internal surface of the tubular foundation 100, in order to guide
the apparatus 1 and prevent oscillations thereof during dredging.
[0042] In accordance with the preferred embodiment, the plurality of crushing heads 3 comprises
at least one first crushing head 5, comprising a first excavator tool 51, and at least
one second crushing head 6 comprising a second excavator tool 61. Preferably, the
second excavator tool 61 of the second crushing head 6 is provided with a first radial
extension R1 greater than a second radial extension R2 of the first excavator tool
51 of the first crushing head 5. More in detail, with the expression "radial extension"
hereinbelow it will be intended the maximum extension along a plane orthogonal to
the first rotation axis Z of the first hydraulic motors 31.
[0043] Advantageously, each excavator tool 51, 61 comprises a hub, fixed to the corresponding
hydraulic motor 31 and at least one blade provided with a plurality of teeth, and
such blade is fixed to the hub and radially protrudes from the hub itself. Preferably,
each blade lies on a plane substantially orthogonal to the first rotation axis Z of
the first hydraulic motors 31.
[0044] In accordance with the preferred embodiment, illustrated in figure 10A, the first
excavator tool 51 is provided with three first blades 510, each carrying two first
teeth 520 mounted thereon, and the second excavator tool 61 is provided with three
second blades 610, each carrying three second teeth 620 mounted thereon.
[0045] Of course, without departing from the protective scope of the present invention,
it is also possible to provide for a different combination of blades and of teeth
for each excavator tool 51, 61, and it is also possible to equip the first and the
second excavator tool 51, 61 with the same number of blades and teeth.
[0046] In accordance with the preferred embodiment, illustrated in the enclosed figure 3,
the apparatus 1 comprises six crushing heads 3 and two suction pumps 4. Advantageously,
the crushing heads 3 are circumferentially mounted on the support frame 2 and comprise
four first crushing heads 5 and two second crushing heads 6, while the suction pumps
4 are mounted in a central portion of the support frame 2, inside the crushing heads
3.
[0047] More particularly, the apparatus 1 comprises two pairs of first crushing heads 5,
placed two-by-two aligned along two respective parallel and spaced first axes X, and
in which the first crushing heads 5 of each pair are movable counter-rotating with
respect to each other.
[0048] The apparatus 1 advantageously comprises a pair of second crushing heads 6 aligned
along a second axis X' which is parallel to the first axes X and interposed therebetween,
and in which the second crushing heads 6 of the pair of second crushing heads 6 are
movable counter-rotating with respect to each other. Advantageously, the two suction
pumps 4 are placed aligned along a third axis W, orthogonal to the first axes X and
to the second axis X' of the pairs of first and second crushing heads 5, 6.
[0049] Advantageously, the suction pumps 4 are respectively interposed between one of the
two first axes X and the second axis X', so as to be offset with respect to each pair
of crushing heads 5, 6.
[0050] In accordance with the preferred embodiment, the second crushing heads 6 of the pair
of second crushing heads 6 are placed at a first mutual distance D greater than the
second mutual distance d between the two first crushing heads 5 of each pair of first
crushing heads 5, such that the set of the crushing heads 3 is placed substantially
along a circumference.
[0051] Advantageously, the apparatus 1 comprises movement means, mounted on a load-bearing
structure and connected to the support frame 2, in order to move the apparatus 1 along
a vertical axis Y within the tubular foundation 100. Advantageously, the movement
means are also arranged for rotating the apparatus 1 on a rotation plane substantially
orthogonal to the vertical axis Y.
[0052] Advantageously, the movement means comprise a hoist (not illustrated in the enclosed
figures), on which the support cable is connected in order to be wound and unwound
so to lift and lower the apparatus 1.
[0053] In operation, the apparatus 1 is movable between a rest configuration, in which it
is at least partially housed within a load-bearing structure, and an operative configuration,
in which the apparatus 1 is lowered along the tubular foundation 100 in order to intercept
the seabed and dredge it.
[0054] Advantageously, during the dredging operations, the apparatus 1 slides along the
tubular foundation 100 due only to the force of gravity after the progressive crushing
of the seabed below it. Preferably, in the rest configuration, the apparatus 1 is
entirely contained within the load-bearing structure, in order to be protected during
the initial movement approaching the tubular foundation 100.
[0055] Advantageously, the support frame 2 of the apparatus 1 comprises a slewing bearing
7, in order to allow the rotation of the apparatus 1 during the dredging operations.
[0056] In accordance with the preferred embodiment, on the slewing bearing 7, a fixing plate
70 is fixed which is mechanically connected to the movement means. For such purpose,
the fixing plate 70 comprises at least one eyebolt 700, and the support cable is connectable,
at a first upper end thereof, to a first lifting hook fixed to the movement means,
and comprises, at a lower end thereof, a second connection hook, connectable to the
eyebolt 700 of the fixing plate 70 in order to connect the apparatus 1 and the movement
means.
[0057] In accordance with the aforesaid embodiment, illustrated in the enclosed figure 5,
the fixing plate 70 comprises a central eyebolt 700 and four spaced fixing rings 701
that are susceptible of being connected to the second connection hook, in a manner
per se known to the man skilled in the art and therefore not discussed in detail hereinbelow.
As mentioned above, the apparatus 1 comprises at least one suction pump 4, which comprises
a second hydraulic motor 41 and a pump body 42.
[0058] Advantageously, each second hydraulic motor 41 is of rotary type and preferably comprises
a second rotor shaft, arranged for rotating along a second rotation axis Z', parallel
to the first rotation axis Z of the first hydraulic motors 31 and substantially parallel
to the vertical axis Y, when the apparatus 1 is lowered within the tubular foundation
100.
[0059] The suction pump 4 also comprises an impeller 420, preferably of centrifugal type,
placed within the pump body 42 and fixed to the second rotor shaft of the second hydraulic
motor 41, preferably by means of fitting.
[0060] In operation, the detrital material enters within the pump body 42 through the suction
opening 42', where it is energized by the rotating impeller 420, and subsequently
the detrital material is expelled under pressure by the pump body 42 by means of the
discharge opening 42".
[0061] Advantageously, the pump body 42 comprises a stirrer element 421, for example a dynamic
mixer, fixed to the impeller 420 of the pump body 42 in order to be rotated and it
is placed to intercept the suctioned detrital material towards the suction opening
42', in order to mix and make uniform the entering flow of detrital material. Otherwise,
it is also possible to provide for a static mixer, fixed to a fixed element of the
suction pump 42.
[0062] Advantageously, the stirrer element 421 comprises a screw placed coaxially with the
second rotation axis Z' which is arranged for imparting a helical motion to a fluid
of detrital material.
[0063] The discharge opening 42" is advantageously hydraulically connected to a discharge
duct 42", which is extended between a first end connected to the discharge opening
42", and a second end placed spaced from the tubular foundation 100 and in fluid communication
with the outside environment, so as to convey the suctioned detritus outside the tubular
foundation 100.
[0064] Advantageously, the suction pump 4 comprises a filtering element 45 arranged upstream
of the suction opening 42', in order to block bodies of detrital material transported
by the flow of detrital material and having dimensions such to be able to obstruct
the pump body 42 and the impeller 420.
[0065] More in detail, the filtering element 45 is provided with multiple filtering holes
46, through which first bodies of the detrital material smaller than such filtering
holes 46 are susceptible of passing. The filtering element 45 is adapted to intercept
second bodies of the detrital material larger than the filtering holes 46, blocking
such second bodies in order to prevent them from reaching the pump body 42, obstructing
it.
[0066] For example, the filtering holes 46 of the filtering element 45 have substantially
circular shape, with diameter of about 60 mm.
[0067] In accordance with the preferred embodiment, illustrated in figure 11, at least one
of the suction pumps 4 comprises a third hydraulic motor 440 and a third excavator
tool 44, movable by the third hydraulic motor 440 in order to remove the detrital
material from the tubular foundation 100. More in detail, the third hydraulic motor
440 is placed below the suction mouth 42' of the pump body 42, along the second rotation
axis Z'. The third excavator tool 44 is fixed to the third hydraulic motor 440 and
advantageously defines a lower end of the suction pump 4, so as to primarily intercept
the seabed. Preferably, the third excavator tool 44 comprises a hub, fixed to the
third hydraulic motor 440 and at least one third blade 441, provided with a plurality
of third teeth 442, and fixed to the hub. Preferably, the third excavator tool 44
comprises six third blades 441, each carrying three third teeth 442 mounted thereon.
In accordance with the aforesaid embodiment, the third blades 441 are placed around
the second rotation axis Z' and are separated from each other by a corresponding lateral
slit. More particularly, the third blades 441 of the third excavator tool 44 are bent
backwards towards the filtering element 45 and delimit a space within which the third
hydraulic motor 440 of the third excavator tool 44 is at least partially housed, in
order to protect the third hydraulic motor 440 during dredging.
[0068] The apparatus 1 for dredging, object of the present invention, therefore attains
the foreseen objects.
1. Apparatus for dredging detrital material from a tubular foundation planted in a seabed,
said apparatus for dredging (1) comprising:
- a support frame (2);
- a plurality of crushing heads (3), mounted on said support frame (2) in peripheral
position, each comprising:
- a first hydraulic motor (31), supplied by a pressurized fluid, and
- at least one excavator tool (32), movable by said first hydraulic motor (31) in
order to remove detrital material from the tubular foundation (100);
- at least one suction pump (4), fixed to said support frame (2) and placed in a central
portion of the latter, interposed between said crushing heads (3) and comprising:
- a second hydraulic motor (41), supplied by a pressurized fluid, and
- a pump body (42), provided with a suction opening (42'), arranged to suction said
detrital material from the tubular foundation 100, and a discharge opening (42"),
arranged to expel said detrital material outside the tubular foundation (100) or to
transfer said detrital material to a deposition zone.
2. Apparatus for dredging according to claim 1, wherein the support frame (2) of said
apparatus for dredging (1) comprises a fixed central portion (21), on which said crushing
heads (3) are mounted, and two lateral guide portions (22), said apparatus for dredging
(1) comprising actuator means for moving said lateral guide portions (22) with respect
to said fixed central portion (21) in a horizontal adjustment direction that is orthogonal
to a vertical axis (Y), in order to place said lateral guide portions (22) at the
internal surface of said tubular foundation (100).
3. Apparatus for dredging according to claim 2, wherein the lateral guide portions (22)
of said support frame (2) each comprise at least one sliding block (220) susceptible
of facing the internal surface of said tubular foundation (100) in order to guide
said apparatus for dredging (1) along the cavity of said tubular foundation (100).
4. Apparatus for dredging according to any one of the preceding claims, wherein said
plurality of crushing heads (3) comprises at least one first crushing head (5) comprising
a first cutting tool (51), and at least one second crushing head (6) comprising a
second cutting tool (61), said second crushing head (6) being provided with a first
radial extension (R1) greater than a second radial extension (R2) of said first crushing
head (5).
5. Apparatus for dredging according to claim 4, comprising:
- six crushing heads (3), circumferentially mounted on said support frame (2) and
comprising four said first crushing heads (5) and two said second crushing heads (6);
- two suction pumps (4), mounted in a central portion, inside said crushing heads
(3).
6. Apparatus for dredging according to claim 5, comprising:
- two pairs of first crushing heads (5), placed two-by-two aligned along two respective
parallel and spaced first axes (X), the first crushing heads (5) of each pair being
movable counter-rotating with respect to each other;
- a pair of second crushing heads (6) aligned along a second axis (X') interposed
between said first axes (X) and parallel thereto, the second crushing heads (6) of
said pair of second crushing heads (6) being movable counter-rotating with respect
to each other;
said two suction pumps (4) being placed aligned along a third axis (W) orthogonal
to said first and second axis (X, X') of said pairs of first and second crushing heads
(5, 6).
7. Apparatus for dredging according to any one of the preceding claims, comprising movement
means, mounted on a load-bearing structure and connected to the support frame (2)
in order to move said apparatus for dredging (1) along said vertical axis (Y) within
said tubular foundation (100);
the support frame (2) of said apparatus for dredging (1) comprising a slewing bearing
(7) on which a fixing plate (70) is fixed which is mechanically connected to said
movement means.