TECHNICAL FIELD OF THE INVENTION
[0001] The present invention is encompassed in the field of support structures for road
equipment on public or private roads such as, freeways, highways, streets, parking,
etc. For example, these support structures may include columns, lampposts or poles,
found in the vicinity of road traffic, which are usually fixed at their lower end
to the terrain by means of a foundation, and at their upper end there is fixed, either
directly or indirectly through an extension arm, at least one item of road equipment,
such as lighting means or a luminaire, a sign panel or board, a traffic signal, a
support bracket for overhead lines, whether these are utility and/or telephone lines,
etc.
[0002] The invention specifically relates to a support structure for road equipment comprising
an anchoring or connecting device for anchoring or connecting the pole of the support
structure for road equipment to the foundation, where the connecting device acts or
behaves like a structural fuse capable of absorbing an impact of a vehicle against
the pole, with said device collapsing in a manner that is controlled and safe for
the occupants of the vehicle impacting against said pole, as well as for third parties,
whether other users of the road or pedestrians.
BACKGROUND OF THE INVENTION
[0003] As is known, means are required in the immediate vicinity of traffic which provide
information, light, limitations and restrictions necessary for road traffic. These
means or any other element in the vicinity of a road, street or highway are usually
supported by support structures made of metal or another material. In that sense,
there are support structures based on columns, masts, poles, lampposts, etc., which
support road equipment such as lamps, information boards, traffic signs, street signs,
traffic signals, public telephones, support brackets for overhead lines, etc., or
any combination thereof. Said equipment may even be supported by more than one support
structure, if required.
[0004] Poles of support structures for road equipment have traditionally been designed and
sized as rigid structures capable of withstanding mechanical service demands, such
as wind loads, their own weight, snow, etc., but they have not been specifically designed
to behave in a safe manner in the case of vehicle impacts. The more rigid the pole,
the more it will resist against the aforementioned mechanical demands, but the more
dangerous it will also be in the case of a vehicle impact against same.
[0005] Therefore, work is being done at present to find solutions to improve the safety
of both vehicle occupants and pedestrians, as well as the public or private property
located in the vicinity of the road, street, highway, parking, or the like. As will
be understood, these poles may constitute a rigid obstacle for vehicles that come
off the road out of control and impact against said poles, and the consequences of
the direct impact against said poles usually lead to a series of sometimes fatal physical
damage and injuries to the occupants of the vehicle, and even for third parties, whether
other users of the road and/or pedestrians.
[0006] In this sense, the invention seeks to find advantages that can be obtained by improving
behavior in the case of possible impacts against poles forming support structures
for road, street, or similar equipment, for example, by reducing the effects of a
vehicle impact against the pole, column, or the like, lessening the severity of the
injuries or damages sustained by the occupants of the vehicle as well as third parties,
whether other users of the road and/or pedestrians.
[0007] To that end, various pole types have been developed and manufactured such that in
the case of a vehicle impact, said pole types deform or break in a more or less controlled
manner.
[0008] For example, detachable poles comprising one or more "frangible" sections at different
heights of the pole are known, for example, as shown in patent document
EP 3143210, such that given the weight and wind load demands, the "frangible" section transmits
bending stresses and the pole resists, keeping its shape intact; however, when a vehicle
impacts against said pole, the "frangible" section breaks due to shear stresses, and
the upper part of said pole detaches and, therefore, reduces the level of severity
of the impact for the occupants of the vehicle, because there is a low deceleration
level in the vehicle when the upper part of the support pole detaches very easily
without putting up significant resistance. However, the main drawback of these known
solutions is that they have a low energy absorbing capacity and, therefore, present
a high vehicle exit velocity after impacting against the pole (fast and uncontrolled
vehicle); they furthermore involve the detachment of a body having a large mass that
may compromise the safety of third parties, whether other users of the road and/or
pedestrians.
[0009] Additionally, collapsible or fusible poles are also known, such as those shown in
patent documents
WO 2008/151862 and
WO 2006/093415, having a mechanism or a particular form of manufacture making the pole capable of
withstanding weight and wind load demands, however, in the case of an impact of a
vehicle, it loses its initial rigidity and collapses, being caused to collapse by
the vehicle without detaching from the foundation. Upon impact, the pole collapses
as if it were "molted snakeskin". While this type of pole does not produce a detachment
of masses and allows higher energy absorption during impact and, therefore, a considerable
reduction of vehicle exit velocity (there is greater control over said vehicle), it
may, in principle, produce a higher impact severity for the vehicle and its occupants
because of the higher resistance.
[0010] On the other hand, from patent document
EP0156158, it is known a traffic sign support which has a support pipe for the traffic sign(s),
a socket which is firmly anchored in the ground, and an intermediate sleeve which
is fitted together at one end with the socket and at the other end with the support
pipe, wherein the use of the intermediate sleeve has the advantage that, in the event
of damage to the traffic sign support, for example, by a vehicle travelling on, only
the intermediate sleeve is bent, but the support pipe and the socket can be used further.
It being only necessary to replace the intermediate sleeve in the event that it is
damaged. Also, the intermediate sleeve prevents that the traffic sign support breaks
down completely and can swirl freely by the air, therefore, the risks of injury to
road users are avoided.
[0011] In the same way, the patent document
SE0901068 shows a post collar comprising an upper end which is fixed to a first post part and
a lower end which is fixed to a second post part, the second post part is fixed to
the ground, wherein the post collar, between its ends, includes a zone of weakness,
with vertical or horizontal slots, configured to bend when an impact force acts on
the post, just like in
EP0156158.
[0012] Further,
US5060437 describes a support structure with a pole having its end being secured to a tubular
base by means of an adhesive, the base having a peripheral flange secured to the anchors
of a concrete foundation.
[0013] It is difficult to achieve for a pole maximum energy absorption with a minimum level
of severity because in principle, the more the velocity is reduced during the impact
of a vehicle against the pole, the more severe it is for the occupants of said vehicle.
[0014] It is precisely this compromise between energy absorption and severity that requires
implementing specific and innovative pole operating mechanisms, while further maintaining
the normal aesthetic features of said pole in relation to its own weight and wind
load.
[0015] Therefore, an alternative solution needs to be designed so that it can be applied
in the anchoring of the poles of the support structures for road equipment which allows
improvements in relation to the aforementioned drawbacks of the known solutions.
DESCRIPTION OF THE INVENTION
[0016] The present invention is established and characterized in the independent claim,
while the dependent claims describe other features thereof.
[0017] The object of the invention relates to a support structure for road equipment comprising
a pole formed by a hollow cylindrical, elliptical, prismatic, polygonal, truncated
pyramid-shaped, or truncated cone-shaped mast, comprising a lower end adapted for
being fixed to a terrain by means of a foundation, wherein the support structure additionally
comprises a connecting device arranged between the lower end of the pole and the foundation,
so that the connecting device provides deformation-induced absorption capacity for
the pole of support structures for road equipment.
[0018] The connecting device comprises a hollow drum, formed by a perimetral wall having
a circular, elliptical, or polygonal cross-section, i.e., it is a cylindrical, elliptical,
or prismatic body which is adapted for being arranged with its longitudinal axis parallel
to the longitudinal axis of the pole to which it is coupled.
[0019] The hollow drum comprises a first end, a second end, and a central part arranged
between said ends, where the first end of the hollow drum is adapted for being fixed
to a fixing foundation, and its second end is fixed to a lower end of the pole Wherein
the fixing of the first end of the hollow drum to the foundation is achieved by means
of an anchoring piece which is connected, preferably welded, to said first end of
the hollow drum; the hollow drum is adapted for fitting onto the outside of the lower
end of the pole, and the second end is fixed to the lower end of the pole, wherein,
in use, the second end of the hollow drum, which is fixed to the lower end of the
pole, is arranged below the anchoring piece for anchoring to the foundation, and the
hollow drum and the lower end of the pole are arranged inside a hollow space formed
in the foundation.
[0020] In turn, the central part of the hollow drum comprises a wall portion, weakened with
respect to the ends of the hollow drum, which is configured for deforming in a controlled
manner, under compression, when an impact force acts against the pole. Deformation
of the wall portion of the central part of the hollow drum in a controlled manner
means that in the case of a vehicle impact against the pole, said wall portion collapses
progressively, successfully absorbing the impact force and progressively reducing
the velocity of the vehicle by at least 50% upon impact.
[0021] With the controlled deformation of the wall portion of the central part of the hollow
drum, the lower end of the pole is adapted for being displaced upwards or being raised
and twisted in the direction of the impact force, while the lower end of the pole
remains fixed to the second end of the hollow drum.
[0022] The connecting device thus constitutes the connecting element between the pole of
the support structure for road equipment and the foundation, such that it allows the
pole to be fixed to the terrain, conferring a rigid structure to said pole assuring
an encasing sufficient for withstanding its own weight and static wind loads in the
same way a conventional pole would. However, when a vehicle comes off the road out
of control and impacts against the pole, applying an impact force at a certain height
of said pole, as a result of the invention, there is a controlled deformation of the
wall portion of the hollow drum which absorbs part of the energy from the impact and,
in turn, controls the collapsing movement of the pole by the lower end of said pole
being displaced upwards or raised and twisted in the direction of the impact force,
with the rigidity of the casing and, therefore, the contour limitation which conferred
rigidity to the pole being lost.
[0023] With the pole manufactured from a material or materials with an elastic limit within
a certain predetermined range, upon losing rigidity at its lower end as a result of
the connecting device as described above, said pole is easily deformable by the vehicle,
such that it deforms rapidly, with its contour crumpling up as if it were "snakeskin",
and is caused to collapse by the vehicle without putting up major resistance.
[0024] The deformation and collapsing of the pole, once removed from its encasing, also
contributes to absorbing part of the energy from the impact and furthermore allows
a much more gradual deceleration of the vehicle to be achieved, and therefore the
severity of said impact is largely reduced for the occupants of the vehicle.
[0025] Therefore, the combination of the controlled deformation of the wall portion of the
central part of the hollow drum of the connecting device connecting the pole to the
foundation, and the likewise controlled deformation sustained by the walls of the
pole during their collapse, after the raising and twisting of its lower end, allows
the absorption of the energy from the impact to be improved and a smooth deceleration
of the vehicle to be achieved, reducing the severity of the impact for the occupants
of the vehicle.
BRIEF DESCRIPTION OF THE FIGURES
[0026] A set of figures illustrating a non-limiting, preferred embodiment of the invention
is attached to the present specification.
Figure 1 depicts an enlarged schematic front view of the support structure for road
equipment, object of the invention, with the connecting device connected to the pole
of the support structure for road equipment, where the second end of the hollow drum,
which is fixed to the lower end of the pole, is arranged below an anchoring piece
to the foundation which is welded to the first end of said hollow drum.
Figures 2a-2b depict a sequence of the assembly of the lower end of the pole on the
connecting device according to Figure 1.
Figures 3a-3c depict a sequence of the behavior of the connecting device and of the
pole according to Figure 1 during a vehicle impact (represented by the horizontal
impact force (F)) against the pole.
Figure 4 depicts an enlarged schematic front view of other embodiment of support structure
for road equipment, which is not part of the invention, with the connecting device
connected to the pole of the support structure for road equipment, where the second
end of the hollow drum which is fixed to the lower end of the pole is arranged above
the first end of the hollow drum which is fixed to the foundation by means of an anchoring
piece welded to said first end of the hollow drum.
Figure 5 depicts a perspective view of the connecting device of the support structure
of Figure 1 or 4, including a first embodiment of the wall portion of the central
part of its hollow drum.
Figure 6 depicts a perspective view of the connecting device of the support structure
of Figure 1 or 4, including a second embodiment of the wall portion of the central
part of its hollow drum.
Figures 7a-7d depict front views of the connecting device of the support structure
of Figure 1 or 4, including other possible embodiments of the wall portion of the
central part of its hollow drum.
Figure 8a depicts a section view of an enlarged detail of the hollow drum of the connecting
device of the support structure of Figure 1 or 4, showing another embodiment of the
wall portion of the central part of the hollow drum based on a reduction of the wall
thickness of said weakened wall portion.
Figure 8b depicts a section view of an enlarged detail of the hollow drum of the connecting
device of the support structure of Figure 1 or 4, showing another embodiment of the
wall portion of the central part of the hollow drum based on a non-constant longitudinal
section of said wall portion in the form of a "diabolo" or "hourglass".
Figures 9a-9b depict top and bottom views of the connecting device of the support
structure of Figure 1 or 4 fixed to the lower end of the pole, using screwed connections,
in relation to orthogonal and circular sections of the pole, respectively.
Figure 10 depicts an enlarged schematic front view of other embodiment of support
structure for road equipment, which is not part of the invention, with the connecting
device connected to the pole of the support structure for road equipment, where the
second end of the hollow drum which is fixed to the lower end of the pole is arranged
above the first end of the hollow drum which is fixed directly to the foundation.
Figures 11a-11d depict examples of road equipment which can be fixed to the upper
end of the pole of the support structure of Figure 1, 4 or 10.
DETAILED DISCLOSURE OF THE INVENTION
[0027] The present invention relates to a support structure for road equipment on either
public or private roads such as freeways, roads, streets, parking, etc.
[0028] As shown in Figures 1, 3a-3c and 11a-11d, the support structure for road equipment
(3) comprising a pole (2), for example, made of metal or a metal alloy, formed by
a hollow cylindrical, elliptical, prismatic, polygonal, truncated pyramid-shaped,
or truncated cone-shaped mast, comprising a lower end (2.1) adapted for being fixed
to a terrain (6) by means of a foundation (4). The support structure further comprises
a connecting device (1) which is arranged between the lower end (2.1) of the pole
(2) and the foundation (4).
[0029] As shown in Figures 1, 2a-2b and 3a-3c, the connecting device (1) basically comprises
a hollow drum (1.1), having a circular, elliptical, or polygonal cross-section, preferably
made of metal or a metal alloy, which is adapted for being arranged with its longitudinal
axis parallel to a longitudinal axis of the pole (2) of a support structure for road
equipment (3).
[0030] In turn, the hollow drum (1.1) comprises a first end (1.11) and a second end (1.12),
where the first end (1.11) is adapted for being fixed to the foundation (4), and the
second end (1.12) is adapted for being fixed to a lower end (2.1) of the pole (2).
As shown in Figures 1, 2a, and 2b, the first end (1.11) of the hollow drum (1.1) is
fixed to the foundation (4) by means of an anchoring piece (1.2), where the hollow
drum (1.1) is adapted for fitting onto the outside of the lower end (2.1) of the pole
(2), such that in use, the second end (1.12) of the hollow drum (1.1) which is fixed
to the lower end (2.1) of the pole (2) is arranged below (at a lower height than)
the anchoring piece (1.2) for anchoring to the foundation (4), for example, a base
plate, which is fixed, preferably by welding, to the first end (1.11) of the hollow
drum (1.1), and the hollow drum (1.1) and the lower end (2.1) of the pole (2) are
arranged inside a hollow space (4.1) formed in the foundation (4).
[0031] In other embodiment of the support structure shown in Figure 4, which is not part
of the invention, the first end (1.11) of the hollow drum (1.1) of the connecting
device (1) is likewise fixed to the foundation (4) by means of the anchoring piece
(1.2), where in this case the hollow drum (1.1) is adapted for fitting onto the inside
or onto the outside (not shown in Figure 4) of the lower end (2.1) of the pole (2),
such that in use, the second end (1.12) of the hollow drum (1.1) which is fixed to
the lower end (2.1) of the pole (2) is arranged above (at a greater height than) the
first end (1.11) of the hollow drum (1.1) which is fixed to the foundation (4) through
the anchoring piece (1.2); for example, said anchoring piece (1.2) could likewise
be a base plate which is fixed, preferably by welding, to said first end (1.11) of
the hollow drum (1.1).
[0032] In both embodiments mentioned above, the anchoring piece (1.2) is preferably fixed
to the foundation (4) through first fixing means (5), for example, anchor bolts (5.1),
partially embedded in the foundation (4) on the upper surface (4.2) thereof, and respective
washer and nut assemblies (5.2) adapted for being inserted and threaded respectively
into said anchor bolts (5.1), after the latter traverse respective openings (1.21)
formed in the anchoring piece (1.2). The upper surface (4.2) of the foundation (4)
can be located on the surface of the terrain (6) or can be buried a certain depth
from said surface.
[0033] Likewise, in other embodiment of the support structure, which is not part of the
invention, the hollow drum (1.1) of the connecting device (1) is adapted for fitting
onto the inside, as shown in Figure 10, or onto the outside of the lower end (2.1)
of the pole (2), such that in use, the second end (1.12) of the hollow drum (1.1)
which is fixed to the lower end (2.1) of the pole (2) is arranged above (at a greater
height) the first end (1.11) of the hollow drum (1.1) which is fixed directly to the
foundation (4), i.e., without the use of an anchoring piece (1.2), as occurs in the
embodiments described above. For example, the fixing of the first end (1.11) of the
hollow drum (1.1) to the foundation (4) can be achieved if said first end (1.11) of
the hollow drum (1.1) is embedded in the foundation (4) through the upper surface
(4.2) thereof due to the formation and setting of said foundation (4) with the first
end (1.11) of hollow drum (1.1) inserted therein. In order to reinforce the fixing
of the first end (1.11) of the hollow drum (1.1) to the foundation (4), said first
end (1.11) of the hollow drum (1.1) may be provided with screws, pins, or a similar
element (not shown in the figures) fixed thereto in a manner transverse to its longitudinal
axis.
[0034] Moreover, the second end (1.12) of the hollow drum (1.1) preferably comprises first
openings (1.121) which match up with respective second openings (2.11) formed in the
lower end (2.1) of the pole (2), where each first opening (1.121) and the corresponding
second opening (2.11) are configured for being traversed by second fixing means (8)
adapted for keeping said second end (1.12) of the hollow drum (1.1) fixed to the lower
end (2.1) of the pole (2), for example by means of the screwed attachments (8.1) (screw
and nut) shown in Figures 9a-9b. However, the fixing of the second end (1.12) of the
hollow drum (1.1) to the lower end (2.1) of the pole (2) could also be achieved by
means of welding.
[0035] Additionally, the hollow drum (1.1) comprises a central part (1.13) arranged between
its first and second ends (1.11, 1.12), where said central part (1.13) in turn comprises
a wall portion (7), weakened with respect to the ends (1.11, 1.12), which is configured
for deforming in a controlled manner when for example a substantially perpendicular
impact force (F), see Figures 3a-3c, acts on the pole (2), such that the lower end
(2.1) of the pole (2) is suitable for being displaced upwards or raised, i.e., towards
the road equipment (3) supported by the pole (2), and twisted in the direction of
the impact force (F), the lower end (2.1) of the pole (2) remaining fixed to the second
end (1.12) of the hollow drum (1.2).
[0036] Although the connection of the anchoring (1) and the pole (2) depicted in Figures
3a-3c, correspond to the anchoring device (1) of the invention of Figure 1, said behavior
is essentially the same for the other embodiments of Figures 4 and 10, which are not
part of the invention. For these latter embodiments, it can be understood that instead
of a controlled deformation under compression of the wall portion (7), the latter
likewise deforms in a controlled manner but under tension, when the impact force (F)
acts on the pole (2), and the lower end (2.1) of the pole (2) is also suitable for
being displaced upwards or being raised and twisted in the direction of the impact
force (F), while the lower end (2.1) of the pole (2) remains fixed to the second end
(1.12) of the hollow drum (1.2).
[0037] In any case, a first embodiment of the wall portion (7) formed in the central part
(1.3) of the hollow drum (1.1) shown in Figure 5 preferably comprises a plurality
of longitudinal notches (7.1), i.e., oriented in the same direction of the longitudinal
axis of the hollow drum (1.1), formed and distributed along the perimeter in said
wall portion (7). "Notch" can be understood to mean a cut made, for example, by means
of a die, without any loss of material.
[0038] In a second embodiment shown in Figures 6 and 7d, the wall portion (7) may comprise
a plurality of longitudinal slots (7.2), i.e., cuts involving a loss of material,
oriented in the same direction of the longitudinal axis of the hollow drum (1.1),
likewise formed and distributed along the perimeter in said wall portion (7). In this
embodiment, when the hollow drum (1.1) has a polygonal cross-section, as shown in
Figure 6, the longitudinal slots (7.2) of the wall portion (7) are preferably formed
on some or on all of the edges (1.131) of the central part (1.13) corresponding to
the wall portion (7).
[0039] In another possible embodiment shown in Figure 7a, the wall portion (7) may comprise
a plurality of transverse creases (7.3), i.e., extending in a direction perpendicular
to the longitudinal axis of the hollow drum (1.1), formed along the perimeter in said
wall portion (7), forming alternating "ridges" and "valleys", such as the shape of
a "bellows" or "accordion".
[0040] In two other possible embodiments shown in Figures 7b and 7c, respectively, the wall
portion (7) may comprise transverse notches or slots (7.4, 7.5) formed along the perimeter
forming rows and columns in said wall portion (7).
[0041] In another possible embodiment as shown in Figure 8a, the wall portion (7) may be
formed by a wall thickness (e1) of the central part (1.13) of the hollow drum (1.1)
less than a wall thickness (e2) of the first and second ends (1.11, 1.12) of said
hollow drum (1.1).
[0042] In another possible embodiment shown in Figure 8b, the wall portion (7) may comprise
a non-constant longitudinal section, which includes a segment of a cross-section (s1)
of the central part (1.13) having smaller dimensions than a cross-section (s2) of
the first and second ends (1.11, 1.12) of the hollow drum (1.1), for example, in the
form of a "diabolo" or "hourglass".
[0043] In any case, as will be understood, the central part (1.13) of the hollow drum (1.1)
is intended to be suitable for deforming with respect to the ends (1.11, 1.12) for
being fixed to the foundation (4) and to the lower end (2.1) of the pole (2), respectively,
such that in the case of a possible vehicle impact (not shown in the figures) against
the pole (2), there is a controlled deformation of the wall portion (7) formed in
said central part (1.13) of the hollow drum (1.1), absorbing part of the energy from
said impact, and the collapsing movement of the pole (2) is in turn controlled by
completely or partially raising its lower end (2.1) above the connecting device (1),
such that the pole (2) loses rigidity of its lower end (2.1), in order to then twist
it in the direction of the impact force (F) of the vehicle, without the pole (2) losing
its link to the foundation (4), thereby contributing to progressively reducing the
velocity of the vehicle and therefore, reducing damages to the occupants of said vehicle.
[0044] Additionally, as shown in Figures 11a-11d, the pole (2) preferably comprises an upper
end (2.2) adapted for being fixed directly or by means of an extension element (9)
to at least one item of road equipment (3) selected from the group consisting of a
lighting means (3.1), a sign panel (3.2), a traffic signal (3.3), and a support bracket
(3.4) for overhead lines (3.41).
[0045] Thus, preferably using a pole (2) manufactured from a material or materials with
an elastic limit within a certain predetermined range, such as known fusible or collapsible
poles, upon losing rigidity at its lower end (2.1) as a result of the connecting device
(1), the pole (2) is easily deformable by the vehicle impacting against it, such that
said pole (2) deforms rapidly, with its contour crumpling up as if it were "snakeskin",
said pole (2) being caused to collapse by the vehicle without putting up major resistance.
This deformation and collapsing of the pole (2), once removed from its encasing by
the connecting device (1), also contributes to absorbing part of the energy from the
impact (impact force (F)), as well as the energy already absorbed in the controlled
deformation of the weakened wall portion (7) formed in the central part (1.13) of
the hollow drum (1.1) of the connecting device (1) and furthermore allows a much more
gradual deceleration of the vehicle to be achieved, and therefore the severity of
the impact is largely reduced for the occupants of the vehicle.
[0046] In other words, the combination of the controlled deformation of the wall portion
(7) of the central part (1.13) of the hollow drum (1.1) of the connecting device (1)
connecting the pole (2) to the foundation (4), and the subsequent also controlled
deformation sustained by the walls of the pole (2) during their collapse, after the
raising and twisting of its lower end (2.1), allows the absorption of energy from
the impact to be improved and a smooth deceleration of the vehicle to be achieved,
reducing the severity of the impact for the occupants of the vehicle.
1. A support structure for road equipment (3), comprising a pole (2), formed by a hollow
cylindrical, elliptical, prismatic, polygonal, truncated pyramid-shaped, or truncated
cone-shaped mast, comprising a lower end (2.1) adapted for being fixed to a terrain
(6) by means of a foundation (4), and a connecting device (1) adapted for being arranged
between the lower end (2.1) of the pole (2) and the foundation (4), wherein the connecting
device (1) comprises a hollow drum (1.1), having a circular, elliptical, or polygonal
cross-section, adapted for being arranged with its longitudinal axis parallel to a
longitudinal axis of the pole (2), the hollow drum (1.1) comprising a first end (1.11),
a second end (1.12), and a central part (1.13) arranged between said ends (1.11, 1.12),
where the first end (1.11) is adapted for being fixed to the foundation (4) by means
of an anchoring piece (1.2) which is connected to said first end (1.11) of the hollow
drum (1.1), the hollow drum (1.1) is adapted for fitting onto the outside of the lower
end (2.1) of the pole (2), and the second end (1.12) is fixed to the lower end (2.1)
of the pole (2), such that in use, the second end (1.12) of the hollow drum (1.1),
which is fixed to the lower end (2.1) of the pole (2), is arranged below the anchoring
piece (1.2) for anchoring to the foundation (4), and the hollow drum (1.1) and the
lower end (2.1) of the pole (2) are arranged inside a hollow space (4.1) formed in
the foundation (4), characterized in that the central part (1.13) of the hollow drum (1.1) comprises a wall portion (7) configured
for deforming in a controlled manner under compression when an impact force (F) acts
on the pole (2), such that the lower end (2.1) of the pole (2) is adapted for being
displaced upwards or being raised and twisted in the direction of the impact force
(F), the lower end (2.1) of the pole (2) remaining fixed to the second end (1.12)
of the hollow drum (1.1).
2. Support structure according to claim 1, wherein the wall portion (7) comprises a plurality
of longitudinal notches (7.1) formed and distributed along the perimeter in said wall
portion (7).
3. Support structure according to claim 1, wherein the wall portion (7) comprises a plurality
of longitudinal slots (7.2) formed and distributed along the perimeter in said wall
portion (7).
4. Support structure according to claim 3, wherein when the hollow drum (1.1) has a polygonal
cross-section, the longitudinal slots (7.2) of the weakened wall portion (7) are formed
on some or on all of the edges (1.131) of the central part (1.13) corresponding to
the wall portion (7).
5. Support structure according to claim 1, wherein the wall portion (7) comprises transverse
creases (7.3) formed along the perimeter in said wall portion (7).
6. Support structure according to claim 1, wherein the wall portion (7) comprises transverse
notches or slots (7.4, 7.5) formed along the perimeter forming rows and columns in
said wall portion (7).
7. Support structure according to claim 1, wherein the wall portion (7) comprises a wall
thickness (e1) of the central part (1.13) less than a wall thickness (e2) of the first
and second ends (1.11, 1.12) of the hollow drum (1.1).
8. Support structure according to claim 1, wherein the wall portion (7) comprises a non-constant
longitudinal section, including a segment of a cross-section (s1) of the central part
(1.13) having smaller dimensions than a cross-section (s2) of the first and second
ends (1.11, 1.12) of the hollow drum (1.1).
9. Support structure according to claim 1, wherein the anchoring piece (1.2) is connected
to the first end (1.11) of the hollow drum (1.1) by means of welding.
10. Support structure according to claim 1, wherein the second end (1.12) of the hollow
drum (1.1) comprises first openings (1.121) which match up with respective second
openings (2.11) formed in the lower end (2.1) of the pole (2), where each first opening
(1.121) and the corresponding second opening (2.11) are configured for being traversed
by second fixing means (8) adapted for keeping said second end (1.12) of the hollow
drum (1.1) fixed to the lower end (2.1) of the pole (2).
11. Support structure according to claim 1, wherein the second end (1.12) of the hollow
drum (1.1) is fixed to the lower end (2.1) of the pole (2) by means of welding.
12. The support structure according to claim 1, wherein the pole (2) comprises an upper
end (2.2) adapted for being fixed directly or by means of an extension element (9)
to at least one item of road equipment (3) selected from the group consisting of a
lighting means (3.1), a sign panel (3.2), a traffic signal (3.3), and a support bracket
(3.4) for overhead lines (3.41).
1. Trägerstruktur für Straßenausrüstung (3), umfassend einen Pfosten (2), der aus einem
hohlen zylindrischen, elliptischen, prismatischen, vieleckigen, pyramidenstumpfförmigen
oder kegelstumpfförmigen Mast gebildet wird, der ein unteres Ende (2.1), das dazu
geeignet ist, an einem Gelände (6) mittels eines Fundaments (4) befestigt zu werden,
und eine Verbindungsvorrichtung (1) umfasst, die dazu geeignet ist, zwischen dem unteren
Ende (2.1) des Pfostens (2) und dem Fundament (4) angeordnet zu werden, wobei die
Verbindungsvorrichtung (1) eine Hohltrommel (1.1) mit einem kreisförmigen, elliptischen
oder vieleckigen Querschnitt umfasst, die dazu geeignet ist, mit ihrer Längsachse
parallel zu einer Längsachse des Pfostens (2) angeordnet zu werden, wobei die Hohltrommel
(1.1) ein erstes Ende (1.11), ein zweites Ende (1.12) und einen zwischen den Enden
(1.11, 1.12) angeordneten Mittelteil (1.13) umfasst, wobei das erste Ende (1.11) dazu
geeignet ist, an dem Fundament (4) mittels eines Verankerungsstücks (1.2) befestigt
zu werden, das mit dem ersten Ende (1.11) der Hohltrommel (1.1) verbunden ist, die
Hohltrommel (1.1) dazu geeignet ist, auf die Außenseite des unteren Endes (2.1) des
Pfostens (2) aufgesteckt zu werden, und das zweite Ende (1.12) am unteren Ende (2.1)
des Pfostens (2) befestigt ist, so dass im Gebrauch das zweite Ende (1.12) der Hohltrommel
(1.1), das am unteren Ende (2.1) des Pfostens (2) befestigt ist, unterhalb des Verankerungsstücks
(1.2) zur Verankerung am Fundament (4) angeordnet ist, und die Hohltrommel (1.1) und
das untere Ende (2.1) des Pfostens (2) innerhalb eines im Fundament (4) gebildeten
Hohlraums (4.1) angeordnet sind, dadurch gekennzeichnet, dass der Mittelteil (1.13) der Hohltrommel (1.1) einen Wandabschnitt (7) umfasst, der
dazu ausgelegt ist, sich unter Druck, wenn eine Aufprallkraft (F) auf den Pfosten
(2) einwirkt, kontrolliert zu verformen, so dass das untere Ende (2.1) des Pfostens
(2) dazu geeignet ist, nach oben verschoben oder angehoben und in Richtung der Aufprallkraft
(F) verdreht zu werden, wobei das untere Ende (2.1) des Pfostens (2) am zweiten Ende
(1.12) der Hohltrommel (1.1) befestigt bleibt.
2. Trägerstruktur nach Anspruch 1, wobei der Wandabschnitt (7) eine Vielzahl von Längskerben
(7.1) umfasst, die entlang des Umfangs in dem Wandabschnitt (7) gebildet und verteilt
sind.
3. Trägerstruktur nach Anspruch 1, wobei der Wandabschnitt (7) eine Vielzahl von Längsschlitzen
(7.2) umfasst, die entlang des Umfangs in dem Wandabschnitt (7) gebildet und verteilt
sind.
4. Trägerstruktur nach Anspruch 3, wobei, wenn die Hohltrommel (1.1) einen mehreckigen
Querschnitt aufweist, die Längsschlitze (7.2) des geschwächten Wandabschnitts (7)
an einigen oder allen Kanten (1.131) des Mittelteils (1.13) gebildet sind, der dem
Wandabschnitt (7) entspricht.
5. Trägerstruktur nach Anspruch 1, wobei der Wandabschnitt (7) Querfalten (7.3) umfasst,
die entlang des Umfangs in dem Wandabschnitt (7) gebildet sind.
6. Trägerstruktur nach Anspruch 1, wobei der Wandabschnitt (7) Querkerben oder - schlitze
(7.4, 7.5) umfasst, die entlang des Umfangs gebildet sind und Reihen und Spalten in
dem Wandabschnitt (7) bilden.
7. Trägerstruktur nach Anspruch 1, wobei der Wandabschnitt (7) eine Wanddicke (e1) des
Mittelteils (1.13) umfasst, die geringer ist als eine Wanddicke (e2) des ersten und
zweiten Endes (1.11, 1.12) der Hohltrommel (1.1).
8. Trägerstruktur nach Anspruch 1, wobei der Wandabschnitt (7) einen nicht konstanten
Längsabschnitt umfasst, der ein Segment eines Querschnitts (s1) des Mittelteils (1.13)
einschließt, das kleinere Abmessungen als ein Querschnitt (s2) des ersten und zweiten
Endes (1.11, 1.12) der Hohltrommel (1.1) aufweist.
9. Trägerstruktur nach Anspruch 1, wobei das Verankerungsstück (1.2) mittels Schweißen
mit dem ersten Ende (1.11) der Hohltrommel (1.1) verbunden ist.
10. Trägerstruktur nach Anspruch 1, wobei das zweite Ende (1.12) der Hohltrommel (1.1)
erste Öffnungen (1.121) umfasst, die mit entsprechenden zweiten Öffnungen (2.11) übereinstimmen,
die im unteren Ende (2.1) des Pfostens (2) gebildet sind, wobei jede erste Öffnung
(1.121) und die entsprechende zweite Öffnung (2.11) dazu ausgelegt sind, von zweiten
Befestigungsmitteln (8) durchquert zu werden, die dazu geeignet sind, das zweite Ende
(1.12) der Hohltrommel (1.1) am unteren Ende (2.1) des Pfostens (2) befestigt zu halten.
11. Trägerstruktur nach Anspruch 1, wobei das zweite Ende (1.12) der Hohltrommel (1.1)
mittels Schweißen am unteren Ende (2.1) des Pfostens (2) befestigt ist.
12. Trägerstruktur nach Anspruch 1, wobei der Pfosten (2) ein oberes Ende (2.2) umfasst,
das dazu geeignet ist, direkt oder mittels eines Verlängerungselements (9) an mindestens
einer Art von Straßenausrüstung (3) befestigt zu werden, ausgewählt aus der Gruppe,
bestehend aus einem Leuchtmittel (3.1), einer Hinweistafel (3.2), einem Verkehrssignal
(3.3) und einem Tragbügel (3.4) für Oberleitungen (3.41).
1. Structure de support pour équipement routier (3), comprenant un poteau (2), formé
par un mât cylindrique creux, elliptique, prismatique, polygonal, en forme de pyramide
tronquée ou en forme de cône tronqué, comprenant une extrémité inférieure (2.1) adaptée
pour être fixée à un terrain (6) au moyen d'une fondation (4), et un dispositif de
liaison (1) adapté pour être agencé entre l'extrémité inférieure (2.1) du poteau (2)
et la fondation (4), dans laquelle le dispositif de liaison (1) comprend un tambour
creux (1.1), ayant une section transversale circulaire, elliptique ou polygonale,
adapté pour être agencé avec son axe longitudinal parallèle à un axe longitudinal
du poteau (2), le tambour creux (1.1) comprenant une première extrémité (1.11), une
seconde extrémité (1.12), et une partie centrale (1.13) agencée entre lesdites extrémités
(1.11, 1.12), la première extrémité (1.11) étant adaptée pour être fixée à la fondation
(4) au moyen d'une pièce d'ancrage (1.2) qui est liée à ladite première extrémité
(1.11) du tambour creux (1.1), le tambour creux (1.1) est adapté pour s'emboîter sur
l'extérieur de l'extrémité inférieure (2.1) du poteau (2), et la seconde extrémité
(1.12) est fixée à l'extrémité inférieure (2.1) du poteau (2), de sorte qu'en cours
d'utilisation, la seconde extrémité (1.12) du tambour creux (1.1) qui est fixée à
l'extrémité inférieure (2.1) du poteau (2) soit agencée en dessous de la pièce d'ancrage
(1.2) pour l'ancrage à la fondation (4), et le tambour creux (1.1) et l'extrémité
inférieure (2.1) du poteau (2) sont agencés à l'intérieur d'un espace creux (4.1)
formé dans la fondation (4), caractérisée en ce que la partie centrale (1.13) du tambour creux (1.1) comprend une portion de paroi (7)
conçue pour se déformer de manière contrôlée sous une compression lorsqu'une force
d'impact (F) agit sur le poteau (2), de sorte que l'extrémité inférieure (2.1) du
poteau (2) soit adaptée pour être déplacée vers le haut ou être relevée et vrillée
dans la direction de la force d'impact (F), l'extrémité inférieure (2.1) du poteau
(2) restant fixée à la seconde extrémité (1.12) du tambour creux (1.1).
2. Structure de support selon la revendication 1, dans laquelle la portion de paroi (7)
comprend une pluralité d'encoches longitudinales (7.1) formées et réparties le long
du périmètre dans ladite portion de paroi (7).
3. Structure de support selon la revendication 1, dans laquelle la portion de paroi (7)
comprend une pluralité de fentes longitudinales (7.2) formées et réparties le long
du périmètre dans ladite portion de paroi (7).
4. Structure de support selon la revendication 3, dans laquelle, lorsque le tambour creux
(1.1) a une section transversale polygonale, les fentes longitudinales (7.2) de la
portion de paroi (7) fragilisée sont formées sur certains ou sur la totalité des bords
(1.131) de la partie centrale (1.13) correspondant à la portion de paroi (7).
5. Structure de support selon la revendication 1, dans laquelle la portion de paroi (7)
comprend des plis transversaux (7.3) formés le long du périmètre dans ladite portion
de paroi (7).
6. Structure de support selon la revendication 1, dans laquelle la portion de paroi (7)
comprend des encoches ou des fentes transversales (7.4, 7.5) formées le long du périmètre,
formant des rangées et des colonnes dans ladite portion de paroi (7).
7. Structure de support selon la revendication 1, dans laquelle la portion de paroi (7)
comprend une épaisseur de paroi (e1) de la partie centrale (1.13) inférieure à une
épaisseur de paroi (e2) des première et seconde extrémités (1.11, 1.12) du tambour
creux (1.1).
8. Structure de support selon la revendication 1, dans laquelle la portion de paroi (7)
comprend une section longitudinale non constante, comportant un segment d'une section
transversale (s1) de la partie centrale (1.13) ayant des dimensions inférieures à
celles d'une section transversale (s2) des première et seconde extrémités (1.11, 1.12)
du tambour creux (1.1).
9. Structure de support selon la revendication 1, dans laquelle la pièce d'ancrage (1.2)
est reliée à la première extrémité (1.11) du tambour creux (1.1) par soudage.
10. Structure de support selon la revendication 1, dans laquelle la seconde extrémité
(1.12) du tambour creux (1.1) comprend des premières ouvertures (1.121) qui correspondent
aux secondes ouvertures (2.11) respectives formées dans l'extrémité inférieure (2.1)
du poteau (2), chaque première ouverture (1.121) et la seconde ouverture (2.11) correspondante
étant conçues pour être traversées par des seconds moyens de fixation (8) adaptés
pour maintenir ladite seconde extrémité (1.12) du tambour creux (1.1) fixée à l'extrémité
inférieure (2.1) du poteau (2).
11. Structure de support selon la revendication 1, dans laquelle la seconde extrémité
(1.12) du tambour creux (1.1) est fixée à l'extrémité inférieure (2.1) du poteau (2)
par soudage.
12. Structure de support selon la revendication 1, dans laquelle le poteau (2) comprend
une extrémité supérieure (2.2) adaptée pour être fixée directement ou au moyen d'un
élément d'extension (9) à au moins un élément d'équipement routier (3) choisi dans
le groupe constitué d'un moyen d'éclairage (3.1), d'un panneau de signalisation (3.2),
d'un feu de circulation (3.3) et d'une patte de support (3.4) pour lignes aériennes
(3.41).