[0001] Concrete piles are typically used for deep piling foundations, which are used when
the upper soil layers are not suitable for accommodating a shallow foundation. Piles
are often preferred over shallow foundations when the bearing capacity of the ground
is weak in relation to the construction, which the foundation should support. By using
a piling foundation the load from the construction may be transferred from the weak
upper layers of the soil to stronger layers, which are typically found deeper in the
ground. The piles are driven into the ground by using a pile driver or hammer or the
like. The piles penetrate the soft upper soil layers and embed in the lower, more
rigid lower soil layers. The piles are intended for embedment deep into the ground
for providing a stable foundation for various structures such as buildings, bridges
and similar constructions. The concrete piles are typically reinforced concrete piles,
which are cast in standardized lengths. For reaching further into the ground than
the standardized lengths the piles are fixated together end to end for achieving a
total length greater than the standardized lengths. For fixating the two opposing
ends of the concrete piles a coupling device is used. The coupling device is typically
integrated into the end of the concrete pile when the concrete pile is being cast.
[0002] Such a pile foundation as described above may e.g. be used in soil layers at or near
bodies of water such as near lakes or near the ocean. It is thus contemplated that
the piles, which are embedded into the ground, may be subjected to a large amount
of water. The water may penetrate the pile, in particular at locations where the piles
have been joined. Such water penetrating the joints between the piles may cause rust
and may eventually cause the pile to break, which will reduce the stability of the
overlying construction. The penetrating water may also freeze at a later time when
subjected to lower temperatures and cause damage to the pile. There is consequently
a need for technologies for avoiding water penetration into the joints between two
opposing piles.
[0003] In the state of the art the two opposing piles are typically coupled by applying
a coupling device having a flat metal plate at the end of the opposing piles. The
opposing coupling devices typically comprise reciprocal coupling elements, which may
interact to provide a rigid fixation between the two opposing piles. The fixation
must be rigid enough for sustaining the very large forces applied to the coupling
device during piling, i.e. the fixation must endure repeated hammering without breaking.
One example of such a coupling device may be found in the European patent application
EP 1 127 195, in which a coupling device comprises a pair of loopholes which are fixated to a
pair of opposing loopholes of an opposing coupling device by a pin. A further example
can be found in the European patent application
EP 0 891 454, in which a coupling device having a male coupling element comprising a protruding
cylinder snap-fit interlocks with an opposing coupling device having a female coupling
element having a receiving cavity. In currently used coupling devices the opposing
male and female coupling elements are joined and locked in position by a locking pin.
For avoiding water penetration during use and concrete penetration during casting
into the coupling device the locking pin has to be completely encapsulated inside
a square metal box. The metal box should be sealed in relation to the pile for avoiding
any concrete entering the locking pin duct and may thus only be accessible from the
outside. A square female coupling element has the drawback of requiring a large amount
of machining compared to a round coupling element. Thus, square female coupling elements
will be significantly more expensive and less suitable for the present purpose.
[0004] It is therefore an object of the present invention to provide a system and method
for joining two concrete piles together at their respective opposing ends by providing
a coupling device. The coupling device should comprise coupling elements of substantially
only round shape.
[0005] The above need and object together with numerous other needs and objects, which will
be evident from the below detailed description, are according to a first aspect of
the present invention obtained by a method for joining two concrete piles together
at their respective opposing ends by providing a pair of opposing coupling devices
at the opposing ends, each of the coupling devices comprising:
a flat base plate defining a rear surface juxtaposed the pile, an opposite front surface
and a periphery substantially concurrent with the end periphery of the pile,
at least one reinforcement bar protruding into the pile from the rear surface and
integrally cast into the pile, and
a support flange extending from the periphery of the base plate, perpendicular to
the rear surface and towards the pile, the support flange defining an aperture at
a specific distance from the front surface, the aperture having a specific diameter,
at least one of the pair of coupling devices comprising:
a female coupling element defining a receptor cavity in the front surface and a protrusion
from the rear surface adjacent to the aperture, the receptor cavity defining a tubular
cylinder defining a first hole opposite the aperture and a second hole opposite the
first hole, both holes having a specific diameter and defining a passage through the
receptor cavity, the passage being located in registration with the aperture,
a tube of flexible material defining an inner diameter corresponding to a specific
diameter and connected fluid-tight between the first hole and the aperture,
a hollow plug of flexible material defining an open end and an opposite closed end,
the open end being connected fluid-tight to the second hole, and
at least the other one of the pair of coupling devices comprising:
a male coupling element protruding outwardly from the front surface and defining an
outer shape fitting into the tubular cylinder of the receptor cavity of the opposing
coupling device, the outer shape defining a cylindrical duct of a specific diameter
located a specific distance from the front surface and extending through the male
coupling element for allowing the duct to be positioned in registration with the aperture
of the opposing coupling device, concurrent to the passage, and
the pair of coupling devices comprising:
a locking pin defining a radial dimension of a specific diameter and an axial dimension
matching the distance between the aperture and the closed end of the hollow plug,
the method further comprising performing the steps of:
juxtaposing the front surfaces of the pair of coupling devices so that the peripheries
are concurrent and the male coupling element is received within the receptor cavity,
thereby forming a channel defined by the aperture, the first hole, the cylindrical
duct, the second hole and the hollow plug, and inserting the locking pin into the
channel.
[0006] The concrete piles should be prefabricated concrete piles such as reinforced concrete
piles which are provided in lengths between approx. 4 m and approx. 20 m. The piles
are driven into the ground by a pile driver comprising a hammer or the like. An example
of a suitable pile driver may be found in the European patent applications
0 392 311 and
0 984 105. The pile driver forces the pile into the ground by the use of a repeated hammering
action. When the first pile has been driven into the ground, a further pile may be
positioned on top of the first pile, thereby enabling the total pile length to extend
deeper into the ground. Often more than two piles must be joined together for reaching
to a suitable depth into the ground. Sometimes, the piles must be driven more than
50 m into the ground, such as 80 m into the ground, and since a single pile typically
cannot be longer than about 20 m, several piles must be connected and driven into
the ground. Piles longer than 20 m would require unsuitably large pile drivers and
would additionally cause logistic problems, since they would require special carriers
for being transported to the installation site.
[0007] For permitting the piles to be connected together, a coupling device is provided
at each end of the opposing pile. The coupling device is cast into the pile already
during manufacture of the pile itself. The piles are factory-cast and subsequently
delivered to the installation site. The coupling device comprises the flat base plate
for defining a substantially flat and stable front surface being the contact area
between the two opposing piles. In this way the weight resting on the pile will be
distributed over the complete surface of the base plate. The reinforcement bar extending
from the rear surface of the base plate and the support flange prevent any substantial
movement of the base plate, both during and after installation. The periphery of the
base plate should be substantially concurrent with the end periphery of the pile for
allowing a stable and secure foundation and proper weight distribution. The opposing
base plates should be aligned to transfer the weight of the overlying structures downwardly.
Any misalignment may increase the risk of installation failure or a later foundation
failure, which may in the worst case cause the overlying structure to collapse.
[0008] The female coupling element comprises a receptor cavity, which is adapted to receive
the male coupling element comprising a cylindrical protrusion. The female coupling
element should accommodate the male coupling element of the opposing coupling device.
When the lower pile has been driven into the ground, the upper pile is positioned
on top of the lower pile so that the male coupling element of one of the coupling
devices is accommodated inside the cavity of the female coupling element of the other
coupling device, or vice versa. The coupling elements constitutes round cylinders,
which are simple to manufacture compared to manufacturing square-shaped structures
as in the prior art technology described above. The female and male coupling elements
should be positioned on the flat base plate in a symmetrical pattern for allowing
the opposing base plates to be juxtaposed without any overlapping or misalignment.
The coupling elements should be placed a certain distance from the periphery of the
base plate and should consequently not have any contact with the periphery of the
base plate. The support flange extends from the periphery of the base plate rearwards,
encapsulating the end part of the pile similar to a sleeve. The female coupling element
constitutes a cavity into the front surface of the base plate. The cavity is as well
cast into the pile. The cavity constitutes a rounded cylinder having a length approximately
corresponding to the extension of the support flange. The aperture in the support
flange and the passage defined by the first hole and the second hole of the female
coupling element should be centrally located in registration at about half the distance
between the rear surface of the base plate and the end of the support flange and preferably
perpendicular to the direction of the pile. The male coupling element should have
an outer shape fitting into the receptor cavity of the female coupling element. By
fitting is meant that substantially no sideward movement should be possible when the
female coupling element and the male coupling element are joined and a well-defined
position is achieved. The male coupling element comprises a cylindrical duct at a
distance from the front surface of the flat base plate corresponding to the distance
between the front surface of the flat base plate and the first and second holes of
the female coupling element. In this way, when the coupling devices are juxtaposed
and the male coupling element is accommodated inside the receptor cavity of the female
coupling element, the duct of the male coupling element is positioned in registration
with the aperture and the first and second holes. In this way, the coupling devices
are assembled.
[0009] For avoiding any concrete blocking the space between the aperture and the first hole
and for avoiding any concrete entering the receptor cavity or escaping through the
first aperture when the pile is being cast, a tube is attached fluid-tight between
the aperture and the first hole and a hollow plug is attached fluid-tight to the second
hole, respectively. The tube and a hollow plug should be made of flexible material,
providing a smooth and fluid-tight connection between the aperture and the hollow
plug. Consequently, water from the outside cannot penetrate the end part of the pile
and concrete cannot penetrate the receptor cavity of the female coupling element.
Water penetrating the end part of the pile may cause corrosion as well as frost damages
if the penetrating water freezes. Concrete entering the receptor cavity will render
the coupling element useless, since the female coupling element will not be able to
accommodate the male coupling element.
[0010] The channel resulting from assembling the coupling devices is typically filled with
grease such as consistent grease or the like. The grease will simplify the insertion
of the locking pin as well as prevent any water from entering the coupling device
through the aperture. The locking pin should fit inside the channel for preventing
the assembled opposing coupling devices from disassembling. One locking pin should
be inserted in each male-female assembled pair of coupling elements. All parts of
the coupling device, except the tube and the hollow plug, should be made of rigid
material capable of withstanding the forces subjected to the pile from the overlying
structures. The locking pin is preferably hammered into the aperture so that it is
suitably fixated by the friction inside the channel. The outwardly end of the locking
pin preferably forms an even surface with the support flange for avoiding any damage
on the contact pin due to friction with the ground when the pile is being driven into
the ground.
[0011] In a further embodiment according to the first aspect, the base plate, reinforcement
bar, support flange, female coupling element and male coupling element are made of
iron or an iron alloy such as steel. The coupling device except the tubular and hollow
bodies is preferably made of iron or an iron alley such as steel due to the great
rigidity needed for supporting the foundation.
[0012] In a further embodiment according to the first aspect, the flexible material of the
tube and the hollow plug constitutes a polymeric material such as plastic. The tube
and the hollow plug are preferably made of a plastic material, since plastic materials
are durable and flexible for allowing a fluid-tight connection.
[0013] In a further embodiment according to the first aspect, the locking pin and the hollow
plug comprise locking elements for snap-fit interlocking with each other. The hollow
plug may comprise locking elements so that when the locking pin is inserted in the
channel and the tip of the locking pin enters the hollow plug, the hollow plug snaps
around the tip for preventing the locking pin from leaving the channel. In this way
it may be ensured that the locking pin does not fall out of the channel, e.g. during
hammering.
[0014] In a further embodiment according to the first aspect, the tube and the hollow plug
extend partially into the receptor cavity for snap-fit interlocking with the duct
of the opposing coupling device. The tube and the hollow plug may extend partially
into the receptor cavity at the first and second hole, respectively, for snap-fitting
and locking with the male coupling element of the opposing coupling device. In this
way, a smooth transition between the first and second coupling device is achieved,
thereby simplifying the insertion of the locking pin. In addition, the gap - if any
- between the first and male coupling element, viz. between the first hole and the
duct, is sealed, preventing any liquid or fluid between the first and male coupling
elements.
[0015] In a further embodiment according to the first aspect, the base plate defines an
area of about 30 x 30 cm and the pile has a length of about 4-20 m. The typical size
of a coupling device used for construction purposes is about 30 cm x 30 cm, i.e. a
square shape. The typical length of a pile is about 4 to 20 m. Longer piles are not
feasible due to limitations in the height of the pile driver and due to logistic limitations.
[0016] In a further embodiment according to the first aspect, each of the opposing coupling
elements comprises the female coupling element, the tube, the hollow plug, the locking
pin and the male coupling element. The above embodiment provides more flexibility
since the risk of accidentally orienting the piles falsely is eliminated, because
the same type of coupling element is used for both sides of each pile. More coupling
elements provide additional stability.
[0017] In a further embodiment according to the first aspect, for each of the coupling devices,
the cylindrical duct of the male coupling device is extending perpendicular to the
passage of the female coupling device or, alternatively, the cylindrical duct of the
male coupling device is extending in parallel to the passage of the female coupling
device. Typically, a square coupling device is used having a square base plate. Consequently,
the support flange comprises four side surfaces. For maximum flexibility and stability,
the duct of the male coupling element is perpendicular to the channel of the female
coupling element of the same coupling device so that the opposing coupling device
should be turned 90 degrees for being juxtaposed the first coupling device. In this
way, the locking pins of the opposing coupling device are perpendicular to the locking
pins of the first coupling device. This way, two different orientations are possible.
Alternatively, the coupling devices are arranged so that all contact pins have the
same orientation. In this way, only one orientation is possible.
[0018] In a further embodiment according to the first aspect, each of the coupling devices
comprises a plurality of female coupling elements and a plurality of male coupling
elements, such as two female coupling elements and two male coupling elements for
each coupling device. In particular, the coupling device comprises two coupling elements
of the first type and two corresponding coupling elements of the second type. The
first and male coupling elements should be distributed on the base plate in a symmetrical
pattern, e.g. have the same distance from the central point of the coupling device
to the respective peripheries of the base plates. By having at least four coupling
elements per coupling device, excellent stability is achieved for ensuring a perfect
alignment of the opposing base plates.
[0019] In a further embodiment according to the first aspect, the two respective male and
female coupling elements are located in a crossover pattern, i.e. in opposite corners
of the base plate in relation to each other. By a crossover pattern, an outstanding
stability is achieved for forces in all possible directions.
[0020] In a further embodiment according to the first aspect, the male coupling element
constitutes a removable part, which may be inserted into the reception cavity of the
female coupling device. In this way, the coupling device may be manufactured with
only female coupling elements, and some, i.e. half, of the female coupling elements
may be transformed to male coupling elements by using a removable male coupling device
part.
[0021] The above need and object together with numerous other needs and objects, which will
be evident from the below detailed description, are according to a second aspect of
the present invention obtained by a system comprising two concrete piles joined together
at their respective opposing ends by a pair of opposing coupling devices at the opposing
ends, each of the coupling devices comprising:
a flat base plate defining a rear surface juxtaposed the pile, an opposite front surface
and a periphery substantially concurrent with the end periphery of the pile for juxtaposing
the front surfaces of the pair of coupling devices so that the peripheries are concurrent,
at least one reinforcement bar protruding into the pile from the rear surface and
integrally cast into the pile, and
a support flange extending from the periphery of the base plate, perpendicular to
the rear surface and towards the pile, the support flange defining an aperture at
a specific distance from the front surface, the aperture having a specific diameter,
at least one of the pair of coupling devices comprising:
a female coupling element defining a receptor cavity in the front surface and a protrusion
from the rear surface adjacent to the aperture, the receptor cavity defining a tubular
cylinder defining a first hole opposite the aperture and a second hole opposite the
first hole, both holes having a specific diameter and defining a passage through the
receptor cavity, the passage being located in registration with the aperture,
a tube of flexible material defining an inner diameter corresponding to a specific
diameter and connected fluid-tight between the first hole and the aperture,
a hollow plug of flexible material defining an open end and an opposite closed end,
said open end being connected fluid-tight to the second hole,
at least the other one of the pair of coupling devices comprising:
a male coupling element protruding outwardly from the front surface and defining an
outer shape fitting into the tubular cylinder of the receptor cavity of the opposing
coupling device, the outer shape defining a cylindrical duct of a specific diameter
located a specific distance from the front surface and extending through the male
coupling element for allowing the duct to be positioned in registration with the aperture
of the opposing coupling device, concurrent to the passage, the male coupling element
being received within the receptor cavity, thereby forming a channel defined by the
aperture, the first hole, the cylindrical duct, the second hole and the hollow plug,
and
the pair of coupling devices comprising:
a locking pin for being inserted into the channel, the locking pin defining a radial
dimension of a specific diameter and a axial dimension matching the distance between
said aperture and the closed end of the hollow plug.
[0022] It is evident that the system described above may be used together with the method
described above.
[0023] The present invention will now be further described with reference to the figures,
in which:
Fig. 1 is a pile system having opposing coupling devices,
Fig. 2 is a perspective view of a pair of opposing coupling devices, and
Fig. 3 is a cutout view of a pair of opposing coupling devices.
[0024] The figures illustrate numerous exemplary embodiments of the coupling device according
to the present invention.
[0025] Fig. 1A shows a pile system 10 comprising a pair of opposing upper and lower piles
12, 12', each having a respective upper and lower coupling device 14, 14'. The coupling
devices 14, 14' are of a first type configuration. The upper coupling device 14 is
accommodated on an upper pile 12 and the lower coupling device 14' is accommodated
on a lower pile 12'. The piles constitute reinforced concrete piles of a length of
about 10 m and a cross-section area of about 30 x 30 cm. The lower pile 12' has been
driven into the ground by means of a hydraulic hammer. The upper and lower coupling
devices 14, 14' are firmly fixated to their respective piles 12, 14 and assume opposing
flat front surfaces 16, 16'. The coupling devices 14, 14' each comprises a substantially
flat base plate 20 and a support flange 22 extending inwardly and constituting a sleeve
covering the end part of the pile 12, 12'. The coupling devices 14, 14' further comprise
a pair of female coupling elements 24 located in a crossover configuration at opposite
corners on the plate 20 as well as corresponding male coupling elements 26 located
at the other opposite corners on the plate 20. The female coupling elements constitute
tube-shaped receptor cavities 18 in the front surface 16. The male coupling elements
constitute tubular protrusions in the front surface 16, which in shape and length
fit inside the receptor cavities 18 of the female coupling element 24. The male and
female coupling elements 24, 26 are positioned symmetrically on the base plate 20
having equal distance from each of the coupling elements 24, 26 to the centre of the
front surface 16. The upper coupling device 14 is positioned opposite the lower coupling
device 14' so that the female coupling elements 24 of the upper coupling device 14
are positioned opposite the male coupling elements of the lower coupling device 14'.
Consequently, the male coupling elements of the upper coupling device 14 should be
positioned opposite the female coupling elements 26 of the lower coupling device 14',
and vice versa. The coupling devices 24, 26 should be positioned on the front surface
16 so that the front surfaces and the periphery of the front surfaces 16 may concur
when the coupling devices 14, 14' are juxtaposed. The above-mentioned position may
be referred to as the pre-assembly position of the piling system 10. It should be
noted that in the present type configuration a further pre-assembly position is achieved
by rotating the upper pile 12 around its axis by 180 degrees. When any of the pre-assembly
positions have been achieved, the coupling devices 14, 14' may be juxtaposed. In the
juxtaposed position, the front surfaces 16 and the periphery of the front surfaces
16 of the opposing coupling devices 14, 14' will concur, and the male coupling element
26 will be accommodated within the receptor cavity 18 of the female coupling element
24. The female and male coupling elements 24, 26 should have a tubular shape. The
female and male coupling elements 24, 26 may therefore be manufactured by using standard
machinery such as a lathe and a drill. The coupling elements may subsequently be welded
to the coupling device.
[0026] Fig. 1B shows a pile system 10' similar to the pile system 10 of Fig. 1A, however,
having a different type configuration. The coupling device 14" of the present embodiment
has the male coupling elements 26 at the two respective corners which define the same
side of the base plate 20, and the two female coupling elements 24 at the corners
defining the opposite side of the base plate 20. The opposite lower coupling device
14"' has corresponding female and male coupling elements 24, 26. The present type
configuration enables one pre-assembly position.
[0027] Fig. 1C shows a pile system 10" being similar to the pile system 10 of Fig. 1A, however,
having a third type configuration. In the present embodiment, the upper coupling device
14
IV comprises four male coupling elements 26, which are located at each of the corners
of the base plate 20. The lower coupling device 14
V has corresponding female coupling elements 24 for accommodating the male coupling
elements 26 of the upper coupling device 14
IV. The present type configuration has the drawback of needing two fundamentally different
coupling devices 14
IV, 14
V, one having only female coupling elements 24 and one having only male coupling elements
26. Thereby the risk of an accidental incorrect pre-assembly position increases, e.g.
the risk of occasionally having two opposite coupling devices of the same kind.
[0028] Fig. 1D shows a pile system 10"' being similar to the pile system 10" of Fig. 1C,
however, having a fourth type configuration. In the present embodiment, both the upper
coupling device 14
VI and the lower coupling device 14
VII comprise only female coupling elements 24. The male coupling elements 26' comprise
loose male coupling element parts, which may be inserted into the female coupling
elements 26 of one of the coupling devices, thereby transforming the female coupling
elements into male coupling elements. The risk of an incorrect pre-assembly position
as discussed above in relation to Fig. 1C is thus decreased.
[0029] Fig. 2A shows an upper coupling device 14 and lower coupling device 14' before being
joined together. The lower coupling device 14' has two male coupling elements 26 located
at opposing corners on the base plate 20 and protruding outwardly. At the other opposing
corners of the base plate 20 two female coupling elements are located.
[0030] The male coupling elements 26 constitute circular cylindrical protrusions protruding
outwardly in relation to the front surface of the base plate 20. The male coupling
element 26 has a circular duct 28 penetrating the cylindrical surface of the male
coupling element 26 at a centralized location and a certain distance of about 1 cm
above the front surface. The female coupling element 24 defines a receptor cavity
in the front surface, having an inner shape for fitting a male coupling element 26.
The female coupling element 24 protrudes at the rear surface of the base plate 20
and defines a first and a second hole (not shown), which defines a channel intersecting
the receptor cavity of the female coupling element 24 at a centralized location and
about 1/2 cm from the rear surface. The female coupling element extends from the rear
surface about 2 cm, which is equal to the distance, in which the support flange 22
extends. The support flange 22 has an aperture 30, which is in registration with the
first and second hole (not shown) of the female coupling element 24. The diameter
of the first hole, second hole and aperture is equal to the diameter of the duct 28.
A locking pin 32 is provided for each female coupling element 24. The female coupling
element has a diameter matching the inside of the duct 28, and a matching length corresponding
to the distance between the aperture 30 and at least through the second hole (not
shown). Each of the male and female coupling elements 24, 26 has a reinforcement bar
34, extending inwardly into the pile (not shown). The reinforcement bar 34 is cast
into the pile for fixating the coupling device to the pile (not shown). The support
flange 22, which is filled with concrete, provides additional stability to the coupling
device 14.
[0031] Fig. 2B shows the two opposing upper and lower coupling devices 14, 14', when they
are assembled. When the coupling devices 14, 14' are assembled, the front surfaces
16 of the respective coupling devices are juxtaposed so that their respective peripheries
concur and their respective male coupling elements 26 are accommodated in the receiving
receptor cavities of the corresponding female coupling elements 24 of the opposite
coupling device. In the assembled position, the aperture 30, the first and second
holes (not shown) and the duct (not shown) are put in registration so that the locking
pin 32 may be inserted in each of the apertures 30. A hammer may be used for assuring
that the locking pin 32 reaches its locked position when the end of the locking pin
32 forms an even surface in relation to the support flange 22. When the locking pin
32 has reached the locking position, the coupling devices 14, 14' and their respective
piles 12, 12' are joined together and fixated. Any movement of the piles 12, 12' and
coupling devices 14, 14' in any direction is thereby prevented.
[0032] Fig. 3A shows a cut-out view of the coupling devices of Fig. 2A. A tube 36 is provided
between the aperture 30 and the first hole 38. The tube 36 is made of plastic material
and provides a fluid-tight connection between the aperture 30 and the receptor cavity
18 defined by the female coupling element 24. The tube has an interior passage having
a dimension corresponding to the previously mentioned cylindrical duct of the male
coupling element 26. The space defined inside the base plate 20 and the support flange
22 will be filled with concrete and constitute the end part of the pile. The tube
36 prevents any concrete from entering the receptor cavity 18 via the first hole 38
during casting. The tube 36 further prevents concrete from escaping through the aperture
30. The tube 36 will as well prevent water from the outside penetrating the end part
of the pile. The oppositely located second hole 40 is connected to a hollow plug 42
made of plastic material and extending outwardly in relation to the female coupling
element 24. The hollow plug 42 has an inner groove corresponding to the tube 36, however,
is sealed at its far end for preventing any concrete from entering the second hole
40. The groove of the hollow plug 42 has a diameter corresponding to the cylindrical
duct 28 of the male coupling element and a length suitable for receiving the front
end part of the locking pin (not shown).
[0033] Fig. 3B shows a cut-out view of the two opposing upper and lower coupling devices
14, 14' when they are assembled as shown in Fig. 2B. The male coupling elements 26
are received within the receptor cavity 18 of the female coupling elements 24, and
a channel is defined from the aperture 30 via the tube 26, the first hole 38, the
duct 28, the second hole 40 to the hollow plug 42. The locking pin 32 is inserted
into the channel for fixating the male and female coupling elements 24, 26 in relation
to each other, thereby fixating the upper and lower coupling devices 14, 14'. The
channel is typically filled with grease such as consistence grease for preventing
any water from entering the channel when the pile is embedded in the ground.
[0034] Fig. 3C shows a close-up view of the tube 46. The tube is sealed fluid-tight at the
aperture 30 of the support flange 22 and at the first hole 38 of the female coupling
element 24. The tube 46 comprises a locking flange 44 extending through the first
hole into the receptor cavity of the female coupling element 24 for providing a sealed
and smooth transition between the first hole 38 of the female coupling element 24
and the duct 28 of the male coupling element 26, when the coupling devices have been
juxtaposed. The hollow plug (not shown here) is fitted with similar locking flanges
44 for providing a sealed and smooth connection between the second hole and the hollow
plug.
[0035] It should be noted that in the present embodiment, the tube 36 and the hollow plug
42 may constitute effectively equivalent components, namely a pipe being open towards
the receptor cavity 18 and closed off by a pierceable cap in the opposite direction.
The dashed line in the figure represents a pierceable membrane, which is a part of
the pierceable cap. The pierceable membrane prevents concrete from entering the channel.
The pierceable membrane of the tube 36 is ruptured by driving the locking pin 32 through
the aperture 30. The pierceable membrane constitutes a plastic membrane having slits,
which are closed while the concrete pile 12 is cast to the coupling device 14, and
the slits are separated when the locking pin is driven through the aperture 30. Alternatively,
the pierceable cap may be omitted and the pipe being a part of the hollow plug 42
may be provided with a non-pierceable cap, whereas the pipe being a part of the tube
36 may be left open towards the aperture 30.
[0036] Although the invention has been described above with reference to a number of specific
and advantageous embodiments, it is to be understood that the present invention is
by no means limited to the above disclosure of the above described advantageous embodiments,
as the features of the above-identified embodiments may be combined to provide additional
embodiments. The additional embodiments are all construed to be part of the present
invention. Furthermore, the present invention is to be understood encompassed by any
equivalent or similar structure as described above and also to be encompassed by the
scope limited by the below claims defining the protective scope of the present patent
application.
List of features with reference to the figures:
[0037]
10. Pile system
12. Concrete pile
14. Coupling device
16. Front surface
18. Receptor cavity
20. Base plate
22. Support flange
24. Female coupling element
26. Male coupling element
28. Cylindrical duct
30. Aperture
32. Locking pin
34. Reinforcement bar
36. Tube
38. First hole
40. Second hole
42. Hollow plug
44. Locking flange
1. A method for joining two concrete piles together at their respective opposing ends
by providing a pair of opposing coupling devices at said opposing ends, each of said
coupling devices comprising:
a flat base plate defining a rear surface juxtaposed said pile, an opposite front
surface and a periphery substantially concurrent with the end periphery of said pile,
at least one reinforcement bar protruding into said pile from said rear surface and
integrally cast into said pile, and
a support flange extending from said periphery of said base plate, perpendicular to
said rear surface and towards said pile, said support flange defining an aperture
at a specific distance from said front surface, said aperture having a specific diameter,
at least one of said pair of coupling devices comprising:
a female coupling element defining a receptor cavity in said front surface and a protrusion
from said rear surface adjacent to said aperture, said receptor cavity defining a
tubular cylinder defining a first hole opposite said aperture and a second hole opposite
said first hole, both holes having said specific diameter and defining a passage through
said receptor cavity, said passage being located in registration with said aperture,
a tube of flexible material defining an inner diameter corresponding to said specific
diameter and connected fluid-tight between said first hole and said aperture,
a hollow plug of flexible material defining an open end and an opposite closed end,
said open end being connected fluid-tight to said second hole, and
at least the other one of said pair of coupling devices comprising:
a male coupling element protruding outwardly from said front surface and defining
an outer shape fitting into said tubular cylinder of said receptor cavity of said
opposing coupling device, said outer shape defining a cylindrical duct of said specific
diameter located said specific distance from said front surface and extending through
said male coupling element for allowing said duct to be positioned in registration
with the aperture of the opposing coupling device, concurrent to said passage, and
said pair of coupling devices comprising:
a locking pin defining a radial dimension of said specific diameter and a axial dimension
matching the distance between said aperture and said closed end of said hollow plug,
said method further comprising performing the steps of:
juxtaposing said front surfaces of said pair of coupling devices so that said peripheries
are concurrent and said male coupling element is received within said receptor cavity,
thereby forming a channel defined by said aperture, said first hole, said cylindrical
duct, said second hole and said hollow plug, and inserting said locking pin into said
channel.
2. The method according to claim 1, wherein said base plate, reinforcement bar, support
flange, female coupling element and male coupling element are made of iron or an iron
alloy such as steel.
3. The method according to any of the preceding claims, wherein said flexible material
of said tube and said hollow plug constitute a polymeric material such as plastic.
4. The method according to any of the preceding claims, wherein said locking pin and
said hollow plug comprise locking elements for snap-fit interlocking with each other.
5. The method according to any of the preceding claims, wherein said tube and said hollow
plug extend partially into said receptor cavity for snap-fit interlocking with said
duct of said opposing coupling device.
6. The method according to any of the preceding claims, wherein said base plate defines
an area of about 30 x 30 cm and said pile has a length of about 4-20 m.
7. The method according to any of the preceding claims, wherein each of said opposing
coupling elements comprises said female coupling element, said tube, said hollow plug,
said locking pin and said male coupling element.
8. The method according to claim 7, wherein for each of said coupling devices, said cylindrical
duct of said male coupling device is extending perpendicular to said passage of said
female coupling device or, alternatively, said cylindrical duct of said male coupling
device is extending in parallel to said passage of said female coupling device.
9. The method according to any of the preceding claims, wherein each of said coupling
devices comprises a plurality of female coupling elements and a plurality of male
coupling elements, such as two female coupling elements and two male coupling elements
for each coupling device.
10. The method according to claim 9, wherein said two respective male and female coupling
elements are located in a crossover pattern, i.e. in opposite corners of the base
plate in relation to each other.
11. The method according to any of the preceding claims, wherein said male coupling element
constitutes a removable part, which may be inserted into said reception cavity of
said female coupling device.
12. A system comprising two concrete piles joined together at their respective opposing
ends by a pair of opposing coupling devices at said opposing ends, each of said coupling
devices comprising:
a flat base plate defining a rear surface juxtaposed said pile, an opposite front
surface and a periphery substantially concurrent with the end periphery of said pile
for juxtaposing said front surfaces of said pair of coupling devices so that said
peripheries are concurrent,
at least one reinforcement bar protruding into said pile from said rear surface and
integrally cast into said pile, and
a support flange extending from said periphery of said base plate, perpendicular to
said rear surface and towards said pile, said support flange defining an aperture
at a specific distance from said front surface, said aperture having a specific diameter,
at least one of said pair of coupling devices comprising:
a female coupling element defining a receptor cavity in said front surface and a protrusion
from said rear surface adjacent to said aperture, said receptor cavity defining a
tubular cylinder defining a first hole opposite said aperture and a second hole opposite
said first hole, both holes having said specific diameter and defining a passage through
said receptor cavity, said passage being located in registration with said aperture,
a tube of flexible material defining an inner diameter corresponding to said specific
diameter and connected fluid-tight between said first hole and said aperture,
a hollow plug of flexible material defining an open end and an opposite closed end,
said open end being connected fluid-tight to said second hole,
at least the other one of said pair of coupling devices comprising:
a male coupling element protruding outwardly from said front surface and defining
an outer shape fitting into said tubular cylinder of said receptor cavity of said
opposing coupling device, said outer shape defining a cylindrical duct of said specific
diameter located said specific distance from said front surface and extending through
said male coupling element for allowing said duct to be positioned in registration
with the aperture of the opposing coupling device, concurrent to said passage, said
male coupling element being received within said receptor cavity, thereby forming
a channel defined by said aperture, said first hole, said cylindrical duct, said second
hole and said hollow plug, and
said pair of coupling devices comprising:
a locking pin for being inserted into said channel, said locking pin defining a radial
dimension of said specific diameter and an axial dimension matching the distance between
said aperture and said closed end of said hollow plug.
13. The system according to claim 12, further comprising any of the features of claims
1-11.