[0001] The present invention relates to a placing system and method of a stopper plug in
a land consolidation perforation.
[0002] This system and method is used to prevent copious and undesired leakage of consolidation
material, previously introduced into the perforation to form a columnar volume of
consolidation. In particular, but not exclusively, it is used in applications where
the perforation has a mouth that is located at a lower or identical height with respect
to the bottom and therefore gravity facilitates this leakage. The system and method
according to the present invention are in particular used in conjunction with the
jet grouting technique, known per se.
[0003] In fact, a land consolidation technique known as jet grouting is known, which involves:
- carrying out a perforation by means of a perforation rod;
- dispensing a pressurised jet of a cementitious consolidation material by means of
the perforation rod; this occurs during an extraction stroke of the rod from a bottom
to a mouth of the perforation; the pressurised dispensed cementitious material digs
the surrounding land and mixes therewith to form a columnar volume.
[0004] One drawback of this solution is that once the perforation rod has been extracted
it is necessary to apply a plug that prevents a copious leakage of the cementitious
consolidation material introduced into the perforation (due to the fact that the perforation
is pressurised and possibly due to the slope). To date, for the application of the
plug, an operator is lifted by means of a ladder or forklift basket to the mouth of
the perforation and physically inserts the plug into the perforation. This operation
is inconvenient since first, due to the pressure present in the perforation, there
is an abundant leakage of material. Consequently, the plug is often applied when the
pressure in the perforation has decreased, but this means that a significant part
of the consolidation material introduced is dispensed externally, penalising the consolidation
action.
[0005] In addition, when performing the plugging operation, the operator is covered with
a considerable amount of cementitious material. This creates considerable problems
due to the fact that the operator becomes dirty and must also be careful to cover
himself with protective clothing, including his face and hands.
[0006] The defined technical task and the specified objects are substantially achieved by
a placing system and method of a plug comprising the technical characteristics set
forth in one or more of the appended claims.
[0007] Further characteristics and advantages of the present invention will become more
apparent from the approximate and thus non-limiting description of a preferred, but
not exclusive, embodiment of a placing system and method of a plug, as illustrated
in the accompanying drawings, of which:
- figure 1 shows a section view of a placing system of a plug according to the present
invention;
- figure 2 shows an enlarged detail of figure 1;
- figures 3 to 7 show in succession a series of steps of a portion of the method according
to the present invention.
[0008] In the appended figures the reference numeral 1 refers to a placing system of a stopper
plug 6 in a perforation 7 in which a land consolidation material is present. This
system 1 is used in a jet grouting system.
[0009] The system 1 comprises a conduit 2. The conduit 2 extends at least in part outside
the perforation 7. In particular, it extends along an imaginary prolongation of said
perforation 7. The conduit 2 is typically straight. The conduit 2 also extends inside
the perforation 7. The conduit 2 may comprise a connection flange 71 connecting to
a front wall 72 from which the perforation 7 extends. Typically this wall extends
between the top and the bottom.
[0010] The system 1 further comprises introduction means 3 for introducing the plug 6 into
the conduit 2. The introduction means 3 may therefore define a loader of the plug
6.
[0011] The system 1 further comprises a pusher member 4 of the plug 6. The pusher member
4 is movable along the conduit 2 so as to position the plug 6 in the perforation 7.
In fact, by advancing along the conduit 2, the pusher member 4 pushes the plug 6 towards
an end of the conduit that opens into said perforation 7. The plug 6 is typically
inserted into the perforation 7 by interference. Typically, the plug 6 is deformable;
thanks to this deformability it can be compressed transversely to an insertion direction
in the perforation 7 and perform a sealing action on the walls of the perforation
7. As non-limiting examples, it could be made of rubber or polyurethane resin.
[0012] Advantageously the plug 6 comprises a first and a second axial end 61, 62. The plug
6 also comprises a lateral surface 63 extending between the first and the second end
61, 62.
[0013] The lateral surface 63 narrows as it passes from the first to the second end 61,
62.
[0014] The first axial end 61 is destined to reach more deeply into said perforation 7 with
respect to the second axial end 62. The plug 6 thus has a converging shape; for example,
in the preferred solution the lateral surface 63 is truncoconical.
[0015] Advantageously the system 1 comprises a perforation rod 5 for carrying out said perforation
7. The rod 5 is movable along the conduit 2.
[0016] The conduit 2 is a guide conduit of the perforation rod 5. It is also a guide conduit
of the plug 6. The pusher member 4 coincides with/is a part of the perforation rod
5. The pusher member 4 is therefore integrated in the rod 5. There are no additional
mechanical parts.
[0017] Advantageously, the introduction means 3 for introducing the plug 6 in the conduit
2 comprise a containing tank 31 of the plug 6. The tank 31 is located by a side of
the conduit 2. The tank 31 may comprise an occludable opening 35 that allows loading
the plug 6 in the tank 31 from outside the introduction means 3.
[0018] The introduction means 3 further comprise a thrust actuator 32 suitable to move said
plug 6 from a first position in which it is located in the tank 31 to a second position
in which it is located in the conduit 2. This thrust actuator 32 moves transversely
(preferably orthogonally) to the conduit 2. Advantageously the actuator 32 is linear.
It is typically fluid-dynamically driven.
[0019] The thrust actuator 32 further comprises a concavity 320 at one end destined to come
into contact with and push the plug 6. This concavity 320 is destined to at least
partially house the plug 6. In particular, the concavity 320 could be counter-shaped
to a portion of the plug 6 with which it comes into contact. This allows to better
transfer the thrust on the plug 6, minimising the risk that the plug 6 may slip or
position itself in an undesired way.
[0020] The introduction means 3 comprise a dividing wall 33 that is movable between a first
configuration (see figures 3 and 7) in which it separates said tank 31 from the conduit
2 and a second configuration (see figures 4, 5, 6) in which it allows communication
between said tank 31 and said conduit 2. In the first configuration, the dividing
wall 33 thus occludes a communication passage 330 between the conduit 2 and the tank
31. The dividing wall 33 is a guillotine. In the second configuration, the plug 6
is allowed to pass from the tank to the conduit 2 (through the above-mentioned communication
passage 330).
[0021] Advantageously, the introduction means 3 comprise a moving device 34 suitable to
move said dividing wall 33 between the first and the second configuration parallel
to the conduit 2. The moving device 34 can advantageously be driven fluid-dynamically.
The moving device 34 is a linear moving device. In the first configuration, the dividing
wall 33 sealingly separates the tank 31 from the conduit 2. This allows preventing
the consolidation material injected into the perforation 7 from dirtying the tank
31. This also prevents the consolidation material from dirtying the plug 6 before
it is introduced into the conduit 2.
[0022] The conduit 2 comprises a stretch 22 in which the above-mentioned communication passage
330 is obtained. This stretch 22 of the conduit 2 is interposed between a first and
a second junction 221, 222 connecting it to two further sections of the conduit 2
between which it is interposed.
[0023] The conduit 2 advantageously also comprises a converging section 21 interposed between
the above-mentioned communication passage 330 and one end 23 of the conduit 2 destined
to engage in the perforation 7. Advantageously, the placing system 1 may also comprise
radial sealing means between the conduit 2 and the rod 5. The radial sealing means
comprise, for example:
- a sealing element,
- pneumatic means that allow inflation; advantageously this makes it possible to come
into contact with the conduit 2 and the rod 5 and exert the radial seal.
[0024] This passage 330 advantageously lies between the radial sealing means and an end
of the conduit 2 opening into the perforation 7.
[0025] An object of the present invention is also a placing system of a stopper plug 6 in
a perforation 7 in which a land consolidation material is present. This material is
typically fluid. This method is advantageously carried out by means of a placing system
1 having one or more of the characteristics described above. The method comprises
the step of extracting a perforation rod 5 from the perforation 7 while keeping the
perforation rod 5 inside a conduit 2 that extends from said perforation 7. This conduit
2 is advantageously straight. In particular, the conduit 2 is coaxial with the perforation
7. Advantageously, this step can be accompanied by a leakage of land mixed with the
consolidation material from the perforation 7 in the conduit 2. In fact, it is not
yet fully consolidated and is therefore movable. The consolidation material is typically
a mixture comprising water and cement that mixes with the land. Advantageously the
conduit 2 also extends inside the perforation 7.
[0026] The method further comprises the step of introducing the plug 6 into the conduit
2, positioning the plug 6 between the perforation rod 5 and an inlet mouth 70 of the
perforation 7. This occurs after extracting the rod 5 from the perforation 7. In particular,
the step of introducing the plug 6 in the conduit 2 occurs after retracting the rod
5 so that a zone for introducing the plug 6 into the conduit 2 is interposed between
the rod 5 and the perforation 7.
[0027] With particular reference to figures 3-7, the step of introducing the plug 6 in the
conduit 2 comprises the sub-steps of (advantageously figure 3 shows an initial situation
at rest):
- opening a dividing wall 33 that separates a tank 31 in which the plug 6 is placed
from the conduit 2 (figure 4);
- pushing the plug into the conduit 2 by means of a thrust actuator 32 (figure 5).
[0028] These sub-steps are advantageously automated. In fact, they can be controlled sequentially
by the operator with a single input.
[0029] The method comprises the step of pushing the plug 6 along the conduit 2 to fit the
plug 6 into the inlet mouth 70 of the perforation 7.
[0030] The step of pushing the plug 6 along the conduit 2 to fit the plug 6 into the inlet
mouth 70 of the perforation 7 is carried out by pushing the plug 6 using the perforation
rod 5. To perform the pushing step, the rod 5 is then moved along the conduit 2 and
in particular approached and/or introduced into the inlet mouth 70 of the perforation
7.
[0031] After or during the step of pushing the plug, the method may comprise the steps of:
- recalling said thrust actuator 32 by extracting it from the conduit 2, advantageously
positioning it in the tank 31 (figure 6);
- closing the dividing wall 33 (figure 7).
[0032] These steps are advantageously automated. In fact, they can be controlled sequentially
by the operator with a single input.
[0033] An object of the present invention is also a method for land consolidation. This
land consolidation method comprises the step of implementing a placing method of a
plug 6 having one or more of the steps described above. Prior to the step of implementing
said placing method of the plug 6, the land consolidation method comprises the step
of carrying out a perforation 7; advantageously, the step of carrying out the perforation
7 is carried out using the perforation rod 5.
[0034] The method further comprises the step of dispensing consolidation material inside
the perforation 7. The step of dispensing the consolidation material takes place using
at least a dispenser 50 located along the perforation rod 5. In particular this occurs
during at least a part of a stroke of the rod 5 which moves from a bottom of said
perforation 7 towards the inlet mouth 70 of the perforation 7.
[0035] The dispensed consolidation material advantageously comprises a cementitious material
(other components may then be present e.g. a grip accelerator). The step of dispensing
the consolidation material comprises the step of dispensing a pressurised jet that
breaks down the surrounding land. The consolidation material will then mix with the
surrounding land to form a columnar volume that reinforces the land (especially if
several columnar volumes are made connected to each other, each obtained by a corresponding
perforation). Advantageously, during at least a part of the step of dispensing the
consolidation material, the method comprises the step of rotating said rod 5 around
an axis of longitudinal extension of said rod. Advantageously, the step of dispensing
the consolidation material can be carried out simultaneously by means of a plurality
of nozzles, typically orientated along different dispensing directions (possibly they
could also be diametrically opposite).
[0036] Advantageously near the inlet mouth 70 of the perforation 7, the consolidation method
involves stopping the step of dispensing the consolidation material. Thus, a first
stretch of the perforation 7 has a reduced section, with respect to a second stretch
of the perforation in which the land has been broken down by the step of dispensing
the consolidation material. The first stretch also comprises the inlet mouth 70 of
the perforation 7.
[0037] For example, the inlet mouth 70 of the perforation 7 is formed on an artificial wall.
For example, the perforation 7 could extend from a wall 72 that extends between the
top and bottom and defines the front of a tunnel under construction. This front is
then coated with a layer of concrete or other material for safety.
[0038] In the preferred solution, the perforation 7 extends along a straight segment.
[0039] Advantageously, this straight segment has a horizontal component which is greater
than the vertical one (meaning that the vertical component could also be zero). Preferably
the inlet mouth 70 is located at a lower height or at the same height as the bottom
of the perforation. The perforation 7 therefore extends horizontally or upwards (preferably
slightly upwards). If necessary, the perforation could also extend downwards (if below
a water head).
[0040] The present invention achieves important advantages.
[0041] First, it allows to plug a hole in a perforation 7 into which a consolidation material
has been introduced by minimising the quantity of consolidation material that leaks
due to the pressure present in the perforation 7. This is particularly important if
the perforation 7 is carried out in a water-rich area, which increases the mobility
of the consolidation material mixed with the land. Secondly, it allows the plugging
to be carried out in conditions of maximum safety for the operator.
[0042] The invention as it is conceived is susceptible to numerous modifications and variations,
all falling within the scope of the inventive concept characterising it. Furthermore,
all the details can be replaced with other technically equivalent elements. In practice,
all the materials used, as well as the dimensions, can be any according to requirements.
1. A placing system of a stopper plug (6) in a perforation in which a land consolidation
material is present, the system (1) comprising:
- said plug (6);
- a conduit (2), said conduit (2) at least partly extending outside the perforation
along an imaginary prolongation of said perforation;
- introduction means (3) for introducing the plug (6) into said conduit (2);
- a pusher member (4) of the plug (6); said pusher member (4) being movable along
said conduit (2) so as to position the plug (6) in said perforation.
2. The system according to claim 1, characterised in that it comprises a perforation rod (5) for carrying out said perforation and movable
along said conduit (2); said conduit (2) being a guide conduit of the perforation
rod (5); said pusher member (4) coinciding with/being a part of the perforation rod
(2).
3. The system according to claim 1 or 2,
characterised in that said introduction means (3) of the plug (6) into the conduit (2) comprise:
- a containing tank (31) of the plug (6), said tank (31) being located by a side of
said conduit (2);
- a thrust actuator (32) suitable to move said plug (6) from a first position in which
the plug is in the tank (31) to a second position in which the plug is in the conduit
(2).
4. The system according to claim 3, characterised in that the introduction means (3) comprise a dividing wall (33) which is movable between
a first configuration in which the dividing wall (33) separates said tank (31) from
the conduit (2) and a second configuration in which the dividing wall (33) allows
communication between said tank (31) and said conduit (2).
5. The system according to claim 4, characterised in that the introduction means (3) comprise a moving device (34) suitable to move said dividing
wall (33) between the first and the second configuration parallel to said conduit
(2).
6. The system according to any one of the preceding claims,
characterised in that said plug (6) comprises:
- a first and a second axial end (61, 62);
- a lateral surface (63) extending between the first and the second end (61, 62);
said lateral surface (63) narrowing as it passes from the first to the second end
(61, 62);
the first axial end (61) axial being destined to reach more deeply into said perforation
with respect to the second axial end (62).
7. A placing method of a stopper plug (6) in a perforation (7), wherein a land consolidation
material is present; said method comprising steps of:
- extracting a perforation rod (5) from the perforation (7) while keeping the perforation
rod (5) inside a conduit (2) that extends from said perforation (7);
- introducing the plug (6) into the conduit (2), positioning the plug (6) between
the perforation rod (5) and an inlet mouth (70) of said perforation (7);
- pushing said plug (6) along the conduit (2) to fit the plug (6) into said inlet
mouth (70) of the perforation (7).
8. The method according to claim 7, characterised in that the step of pushing said plug (6) along the conduit (2) to fit the plug (6) into
the inlet mouth (70) of the perforation (7) is carried out by pushing the plug (6)
using the perforation rod (5).
9. A land consolidation method, comprising a step of carrying out said placing method
of a plug (6) according to claim 7 or 8;
before the step of carrying out said placing method, said consolidation method comprising
steps of:
- carrying out a perforation (7); the step of carrying out said perforation (7) being
carried out using said perforation rod (5);
- dispensing consolidation material inside the perforation (7); the step of dispensing
the consolidation material taking place using at least a dispenser (50) located on
said perforation rod (5) during an extraction stroke of the rod (5) from a bottom
of said perforation towards said inlet mouth (70) of the perforation (7).
10. The consolidation method according to claim 9, characterised in that said perforation (7) extends along a straight segment which has a horizontal component
that is greater than a vertical component thereof; said inlet mouth (70) being at
the same height or at a lower height with respect to the bottom of the perforation.