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EP 1 794 370 B1 |
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EUROPEAN PATENT SPECIFICATION |
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Mention of the grant of the patent: |
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20.04.2011 Bulletin 2011/16 |
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Date of filing: 14.09.2005 |
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International Patent Classification (IPC):
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International application number: |
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PCT/NO2005/000337 |
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International publication number: |
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WO 2006/031126 (23.03.2006 Gazette 2006/12) |
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COLLISION-SAFE FRAME FOR LARGE TRAFFIC GANTRIES
KOLLISIONSSICHERER RAHMEN FÜR GROSSE VERKEHRSGERÜSTE
STRUCTURE SECURITE ANTI-COLLISION POUR PORTIQUES ROUTIERS DE GRANDE TAILLE
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Designated Contracting States: |
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AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE
SI SK TR |
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Priority: |
16.09.2004 NO 20043888
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Date of publication of application: |
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13.06.2007 Bulletin 2007/24 |
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Proprietor: Juralco A/S |
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1309 Rud (NO) |
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Inventors: |
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- HEGLUND, Kim
N-1315 Nesøya (NO)
- SKÖLD, Johnny
NO-4033 Stavanger (NO)
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Representative: Mossmark, Anders Lennart |
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Albihns.Zacco
Torggatan 8
Box 142 401 22 Göteborg 401 22 Göteborg (SE) |
| (56) |
References cited: :
EP-A1- 0 740 025 DK-B1- 168 226 US-A- 4 269 384
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EP-A2- 0 179 739 US-A- 4 071 970
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| Note: Within nine months from the publication of the mention of the grant of the European
patent, any person may give notice to the European Patent Office of opposition to
the European patent
granted. Notice of opposition shall be filed in a written reasoned statement. It shall
not be deemed to
have been filed until the opposition fee has been paid. (Art. 99(1) European Patent
Convention).
|
[0001] The present invention relates to a collision safe frame for large traffic gantries.
The frame comprises a plurality of legs, each supported at their lower end by a foundation,
while at their upper end, each leg supports one or more transverse transoms, girders
or the like, intended to extend across a road, supporting traffic signs and/or traffic
lights or the like.
[0002] From a safety point of view, traffic gantries of this type must be so as to cause
as little injury and damage as possible to human bodies or to the vehicles in a crash.
[0003] Further, there is a need for robust structures which may be able to carry the loads
and to resist the moments acting on the structure at any time, without causing the
gantry to collapse when exposed to such forces. As an example it should be appreciated
that the traffic signs and the traffic auxiliaries supported by the gantry may be
very heavy. Further, said signs and/or auxiliaries may be eccentrically positioned
and the maximum wind forces acting on the gantry may be formidable.
[0004] It has previously been proposed to employ gantries formed of masts and transoms formed
by trusses. These elements are made rigid in order to resist the environmental loads
and forces acting at any time on the gantry. It is a requirement for such gantries
that they shall not collapse when subjected to a collision with a vehicle and further
that the transom shall not fall down onto the vehicles beneath the gantry. Such known
traffic gantries are formed of single vertical masts, or inclined, but rigidly fixed
masts, arranged on each side of the road and with intermediate masts in case of separated,
several traffic lane motorways.
[0005] Document
EP 0 179 739 A2 discloses a collision safe traffic gantry, comprising a transverse transom (49),
intended to support traffic signs or traffic lights or the like, said transom (49)
being supported by a plurality of frames (11, 12), wherein each frame (11, 12) comprises
a pair of legs (15, 16) and leg (39), which legs at their upper end support said transom
(49), the legs (15, 16, 39) being configured with releasable joint elements (18, 42)
arranged at the lower end of the legs, wherein said legs are pivotably configured
on the transverse transom (49) by means of a hinged joint element (55), said legs
at their lower end being supported on said releasable joint elements (18, 42), and
allowed to pivot in a vertical plane around the hinged joint element (55).
[0006] An object of the present invention is to provide a traffic gantry which is collision
safe and collision friendly when hit by vehicles, the gantry being of a yielding type,
yielding at predetermined sections, thereby minimizing injury to people or damage
to the H vehicle.
[0007] An other object of the invention is to provide a collision safe traffic gantry of
a type wherein the transom or transverse girder does not fall down, even if one or
two of the supporting masts or legs are completely destroyed in a collision with a
vehicle.
[0008] A further object of the invention is to provide a collision safe traffic gantry which
may resist impact from a vehicle hitting a supporting leg or mast from either sides
with respect to the possible driving directions of the traffic lane, without causing
severe damage to the transom or girder, or without causing the transom or girder to
fall down, completely or partially.
[0009] A still further object of the invention is to provide a traffic gantry which may
easily be assembled in a simple way, and which may quickly be erected across the road
or motorway without causing any long stoppage in the traffic.
[0010] The objects are achieved by a collision safe gantry and a method as further defined
in the independent claims.
[0011] According to the present invention the transom is supported by pairs of legs or masts,
each pair forming a frame. Frames may be placed on both sides of a multi traffic lane
motorway and between the traffic lane(s).
[0012] Each mast or leg is designed to resist the following collision conditions:
- 1. Straight in front or at an angle on the front leg,
- 2. Straight in front or at an angle on the rear leg
- 3. Straight from behind or at an angle on the front leg
- 4. Straight from behind or at an angle on the rear leg.
[0013] There exists a specific solution for each of the collision conditions 1-4. All solutions
depend on a relatively high speed in order to function according to the intension.
[0014] A substantial difference between the solution according to the present invention
and the solutions according to the prior art, having vertical or inclined, but rigidly
fixed legs, is that the frame according to the invention only is required to withstand
tension and compression, and a minimum of moments, while the conventional vertical
or inclined, rigidly fixed frame legs in addition also have to withstand substantial
bending moments. According to the invention this difference makes it possible to introduce
"lever arms" at the breaking joint, improving breaking of the bolts in a predetermined
correct manner at a predetermined point, and providing a free path for the leg to
pivot.
[0015] According to the present invention the legs in each frame are not fixed at the top
of the girder, but are pressed against a suitably arranged damping cushion.
[0016] With respect to the collision cases described above, the solution according to the
present invention will function in the following way:
[0017] For collision of the most common character, i.e. collision condition 1, i.e. from
front or at an angle on the front leg, the lower breaking point will break off, the
pivotable foundation joint element will swing down into the space in the ground in
front of and at the rear of the foundation, and the front leg will pivot freely under
the gantry in the same direction as the direction of motion of the vehicle. The pendulum
motion is stopped either because the rotational energy is damped out and the leg is
freed from its rotational axis and fall down, or when the leg hits the transom, whereupon
the leg will become free from the fixture at the pivot hinge on the transom, and then
fall down.
[0018] When the collision occurs from the front or at an angle on the rear leg of the frame,
i.e. collision condition 2, the vehicle will hit the leg beneath the gantry. Both
the upper and the lower breaking joint elements will break off in such way that the
lower breaking joint element will break off first, while the upper breaking joint
element will temporarily be intact whereupon the upper breaking joint element will
break off and the leg will fall down at a stage where the vehicle has passed under
and away from the gantry. Also for this condition will the lower pivotably configured
hinge pivot fall down into the space besides the foundation, but in this case in opposite
direction.
[0019] When the vehicle hits the front leg from behind, i.e. the collision condition 3,
the same will occur as for collision condition 1, but course of events will be in
opposite direction.
[0020] When the rear leg is hit from behind, i.e. collision condition 4, the same will occur
as for collision condition 2, but course of events will be in opposite direction.
[0021] With a solution according to the invention, it is possible to install the gantry
across a motorway in a very short time, less than half an hour, whereby the installation
will not to any significant degree stop or hinder the traffic.
[0022] A preferred embodiment of the invention will be described below in greater details,
referring to the drawings, in which:
Figure 1 shows an alternative solution of a collision safe traffic gantry according
to the invention, the gantry being positioned across a motorway comprising several
traffic lanes, the gantry comprising two end frames and an intermediate frame placed
in the mid shoulder between two traffic lanes;
Figure 2 shows a preferred embodiment of a collision safe gantry according to the
invention;
Figure 3 shows a gantry frame, identifying the four different collision conditions;
Figure 4 shows in detail the lower end of a leg of a gantry frame;
Figure 5 shows, in an enlarged scale, details of a preferred support of the transom;
Figure 6 shows a preferred embodiment of the interposition of two legs in a frame;
and
Figures 7a-7c show steps of a preferred method of assembling and erecting the legs
and the transom.
[0023] Figure 1 shows an embodiment of a gantry 10 according to the invention. The gantry
comprises three pairs of frames 11, each formed by two upwards and inwards extending
legs 12,12'. At their upper ends the legs 12, 12' support a transversely arranged
transom or beam 13. According to the embodiment shown in Figure 1, the two end frames
11 are arranged on the side shoulder of each traffic lane, while the third frame 11
is arranged in the mid shoulder.The legs 12,12' and the transom 13 are formed of suitable
trusses. The transom supports traffic signs 14. According to the embodiment shown
in Figure 1 pairs of legs 12,12' meet in a single plane at their upper ends.
[0024] Figure 2 shows a preferred embodiment of the invention, said embodiment corresponds
in general with the embodiment shown in Figure 1, except that legs 12,12' in a pair
are laterally displaced with respect to each other.
[0025] Figure 3 shows a frame 11, a vertical section through a transom 13, the upper end
of the frame 11 and the lower end of a leg 12, while Figure 4 shows in an enlarged
scale the lower end of a leg 12, the foundation 17 and breaking joint element 15.
[0026] As indicated in the Figures the leg is formed of a Lattix®-profile. At its lower
end the leg 12 is connected to the upper end of the breaking joint element 15 by means
of breaking bolt 16. The breaking bolts 16 may preferably be provided with a crack
initiation (not shown). The breaking joint element 15 is at its lower end pivotably
arranged on the foundation 17, the foundation being fixed to the supporting ground
20. The pivot suspension is obtained by means of an axis 18 extending in a direction
parallel with the transom 13, across the motorway. The upper end of the foundation
17 is configured in such way that a room 19 is formed on each side of the foundation
17, whereby the breaking joint element, when the leg 12 is broken off, may pivot around
the axis 18 and fall down into the hole 19 on either side of the foundation, dependent
upon the direction of motion of the vehicle causing the break off. In order to prevent
foreign bodies, such as dirt, snow, rubbish or water from coming down into said hole(s)
19, the breaking jointkand the upper end of the foundation 17 may be covered, for
example by means of a tarpaulin bellow, a flexible jacket, or the like (not shown).
As shown in more detail in Figure 4, showing the lower end of a leg 12 and the foundation
17 in an enlarged scale, the shaft 18 may preferably be arranged levelled with the
adjacent ground 20.
[0027] At its upper ends, the legs 12,12' support the transom 13. Also, a breaking joint
element 21 is arranged at the upper ends of the legs 12, 12' , said breaking joint
element comprising one or more breaking bolts 16, preferably provided with a crack
initiation. The legs 12,12' are not fixed to the transom, but are pressed against
one or more impact cushions 22 arranged on each side of the transom 13.
[0028] The frame 11 according to the present invention needs only to resist tension and
compression. This makes it possible to provide "level arms" contributing to breaking
off the bolts 14 correctly for such solution. For this purpose the upper breaking
bolts 14 may preferably be placed along the inner sides of the legs 12,12'.
[0029] As indicated in Figure 3 by means of arrows, four different directions of collision
impacts are indicated. In the description below the front leg 12 and the rear leg
12' must be seen in the same direction as indicated by the arrow A. The arrow A shows
the condition wherein the vehicle hits the frame 11 in front on the front leg 12,
while the arrow B shows the condition wherein the vehicle hits the rear leg 12' of
the frame 11 in its front. The arrow C shows the condition wherein the vehicle hits
the front leg 12 of the frame 11 from the rear, while the arrow D shows the condition
wherein the vehicle hits the rear leg 12' of the frame 11 from the rear.
[0030] Figures 3 and 4 indicates further the pendulum motion P, indicated by broken line,
the leg 12 will follow when broken off at the breaking joint element 15.
[0031] Figure 5 shows in enlarged scale the upper end of the two legs 12,12' in a frame
11, and a section through the transom 13. The Figure shows the upper breaking joint
element 21 and the breaking bolts 16. At its upper end each leg 12,12' is further
provided with a support profile 23, which according to the embodiment shown has a
triangular cross section. The upper corner of the supporting profile 23 is pressed
against the press cushion 22. To clarify, the drawing is somewhat exaggerated in order
to show the space between the press cushion 22 and the supporting profile 23.
[0032] At its lower end, each supporting profile 23 is hinged along the lower end facing
inwards to the transom 13 by means of a hinged connection 24,25. The hinged connection
24,25 comprises a cylindrical groove or notch 24 with a laterally configured opening
arranged along the lower, inner edge of the support profile 23. The groove or notch
24 has a shape adapted to receive and co-act with a shaft 25, arranged at both ends
of the transom 13. On the surface facing inwards into the frame 11, the groove 24
is further configured with an opening which is somewhat larger than the diameter of
the shaft 25. Hence, the support profile 23 and the leg 12,12' may thus be configured
to be moved out of the hinged connection 24,25 when subjected to collision condition
1 or 4. If the collision impact is too large, also the upper breaking joint element
21 may break off.
[0033] At the outer and upper side of the hinged connection 24,25, a number of smaller filler
bodies 26 may be arranged between the hinged connection 24,25 and the transom 13.
Such filler bodies may for example be rods or bodies formed of other types of profiles.
[0034] The purpose of the hinged connection 24,25 is to allow the leg 12,12' to pivot around
the hinged connection in case of collision between a vehicle and the leg 12,12', causing
break off of the lower breaking joint element. The purpose of the filler bodies 26
is to secure that the leg 12,12' is kept in forced contact against the transom 13,
and that the leg 12,12' and/or the transom 13 is not moved unintentionally if subjected
to environmental loads or forces, such as wind, earthquake or the like.
[0035] Figure 6 shows parts of a preferred embodiment of the frame 11 according to the invention,
wherein each leg 12,12' in a frame 11 is laterally displaced with respect to each
other. Preferred distance between two legs 12,12' of a frame may be in the order of
Om to about 3m.
[0036] The solution according to the present invention will with respect to the collision
conditions identified above function in the following manner:
[0037] For collision of the most common type, i.e. collision condition 1 - impact from the
front of or at an angle on the front leg 12 - the lower breaking joint will break
off, the pivotable joint element 15 will rotate and fall down into the space 19 in
the ground 20 in front or at the rear of the foundation 17, and said front leg 12
will pivot freely beneath the gantry 10, around the hinged connection 24,25 in the
same direction as the direction of motion of the vehicle. The pivotable motion will
stop when the upper end of the leg 12 hits the transom 13, the leg 12 may then be
freed from the hinged connection 24,25 and fall down behind the vehicle. In case of
a heavy impact, the breaking joint 21 may also break off.
[0038] When a frontal collision occurs on the rear leg 12' of the frame 11, i.e. collision
condition 2, the vehicle will hit the rear leg 12' under the gantry 10. In such case
both the upper and the lower breaking joint elements 15,21 will break off in that
the lower breaking joint element 15 will break off firstly, while the upper joint
element 21 temporarily will be intact whereupon the upper joint element 21 subsequently
will break off, whereby the leg 12' will fall down at a point in time where the vehicle
has passed under the frame. Also for this case will the lower pivotable joint element
15 pivot and fall down into the space 19 at the foundation 17, but in this case in
opposite direction.
[0039] When the vehicle hits the front leg 12 from the rear, i.e. collision condition 3,
the same will occur as for the collision condition 1, but opposite direction.
[0040] When the rear leg 12' is hit from the rear, i.e. collision condition 4, the same
will occur as for collision condition 2, but opposite direction.
[0041] The figures 7a-7c show one method of assembling the legs 12,12' and the transom.
As indicated in the figure 7 the rear leg 12' is placed in a position to the right
in the Figure, while the front leg 12 is placed in a position to the left in the Figure.
The two legs 12,12' are placed on the ground in lateral distance apart, and their
upper ends are pulled in so that the groove 24 on the front leg 12 is placed into
position with respect to the front shaft 25 and the bracket 30 to the right in the
Figure, and the groove 24' on the rear leg 12' is placed in position with respect
to the rear shaft 25' and the rear bracket 30' on the transom 13.
[0042] The transom 13 its then lifted into position above the two ends of the legs 12,12'
whereupon the groove 24 is coupled to the shaft 25, and the groove 24' is coupled
to the shaft 25'.
[0043] This procedure is repeated at the other end of the transom and possibly for the intermediate
legs to be arranged in the mid shoulders. The transom is then lifted up and the front
leg 12 is rotated in an anti-clockwise direction until a position where the leg is
rotated so that the lower end of the leg 12 may be joined to the pivot on the foundation.
Correspondingly, the rear leg 12' is rotated in a clockwise direction till the leg
12' has been rotated so far to the left in the Figure that the lower end of the rear
leg 12' correspondingly may be connected to the pivot on the foundation. The legs
may be rotated up to 16° sideways from the vertical.
[0044] As shown in the Figures the grooves 24,24' are directed upwards.
[0045] Possible signs or the like may possibly be fixed to the transom prior to assembling
the legs 12,12' to the transom and lifting of the assembled gantry.
[0046] Prior to these installation steps, the hinged joint elements 15 may be arranged in
such manner and temporarily be stiffened so that they are in their required position,
ready to be connected to the legs.
[0047] A preferred, detailed method for assembling the various components will be described
below:
- 1. Install concrete foundations, draining away any moisture.
- 2. Lift the bases into position. All bases are identical.
- 3. Place a foundation cover box around each base, using the same bolts as steel basis.
- 4. Backfill with gravel to allow water to drain from the foundation cover boxes.
- 5. Assemble the transom, module by module, end to end, and connect the modules together
using matching end plates.
- 6. Assemble and position support scaffolds for the VSM (Variable Message Signs) assembly.
- 7. Lift assembled transom with cranes up onto the support scaffolds.
- 8. Install signs on transom
- 9. Place gantry legs on ground, with hinges open upwards, align and space apart. All
legs are identical.
- 10. Place temporary assembly wheels on lower end of each leg.
- 11. Position the bases so that the upper plate is at the correct angle. Use wooden
spacers provided.
- 12. Tie a rope to the base of each leg.
- 13. Lift up the legs so that the pivot pins on the transom (two for each A-frame joint)
engage onto the hinges on all six legs.
- 14. Install temporary lifting hooks and locking pins into position. The pins are then
secured.
- 15. Position the cranes to lift the transom (complete with signs) at the lifting positions.
- 16. Raise gantry, allowing legs to rotate to a vertical position. Leg movement are
secured with ropes. The legs will pivot on the upper A-frame joints. The temporary
wheels at the end of each leg will allow the leg to rotate freely.
- 17. Lift until legs are clear of ground - the legs will then hang vertically down.
Remove temporary wheels from legs.
- 18. Using the ropes, each pair of legs is pulled apart to form the correct A-frame
angle. Gently lower the gantry so that the base plate on the end of each leg mates
with the upper plate of the support. The wooden spacers holding the base plate in
position will secure that mating plates are parallel.
- 19. Insert the two breaking bolts in each leg. Adjust the height of the transom to
complete the operation.
- 20. When all legs are in position, tighten the bolts to the required torque. Lower
the crane to transfer the weight of the gantry to the supports as appropriate.
- 21. Remove cranes.
- 22. Remove pins and temporary lifting hooks from all upper hinges (access to top of
transom is required, either by ladder or access platform).
- 23. Install aluminium foundation covers and fix in place.
[0048] The present invention is described using legs and girders of the Lattix®-type. It
should be appreciated, however, that the effects of the invention also may be achieved
in connection with any types of legs and girders. It should further be appreciated
that the positions of the breaking bolts may be varied without deviating from the
inventive idea.
[0049] Further, the profile material 26 may be of any suitable type, suitable for the intended
purpose.
[0050] The collision safe frame may be modified to the roads and lanes where the gantry
is to be installed. A gantry may for example have a length of for example 50m. In
such case the transom is made of several girder units, bolted, together. The horizontal
distance between the lower end of the legs in a pair may for example be 4-5 m, while
the free height under the gantry may for example be 6,5-7 m. The length of a leg may
for example be 6-7 m.
[0051] When several girder units are tied together, intermediate plates (not shown), specifically
designed for such joint, may be applied.
[0052] The signs may be hung on the transom in any suitable manner, suited for the intended
purpose.
[0053] The frame may preferably be made of trusses of aluminium, whereby the total weight
will be low.
1. Collision safe traffic gantry (10), comprising one or more transverse transoms (13),
intended to support traffic signs (14) or traffic lights, said one or more transoms
(13) being supported by a plurality of frames (11) resting on a foundations (17),
wherein each frame (11) comprises pairs of legs (12,12') which legs, at their upper
end support said transom (13) and at their lower end rest on the foundation (17),
the legs (12,12') being configured with releasable joint elements (15) arranged at
least at the lower end of the legs (12,12'), wherein the paired legs (12,12') are
inclined, extending upwards and inwards towards each other; said legs (12,12') are
pivotably configured on the transverse transom (13) by means of a hinged joint element
element (24,25); and said legs (12, 12' ) at their lower end are supported on said
releasable joint elements (15) configured to be retractable into the ground, said
legs (12,12') being configured so that, when a leg (12,12') is impacted by a vehicle
and broken off, the corresponding releasable joint element (15 ) is released or broken
of f and the impacted leg (12, 12') is allowed to pivot in a vertical plane around
the hinged joint element (24,25).
2. Collision safe traffic gantry (10) according to claim 1, wherein the hinged joint
element (24,25) comprises a cylindrical body (24) attached to the leg (12,12') and
shaft (25) fixed to the transom (13).
3. Collision safe traffic gantry (10) according to claim 1 or 2, wherein the cylindrical
body (24) is configured with an opening having a size which is slightly larger than
the diameter of the shaft (25), whereby the cylindrical body (24) may be moved out
of interaction with the shaft (25) in case of a certain pendulum movement of the leg
(12,12') upon impact.
4. Collision safe traffic gantry (10) according to one of the claims 1-3, wherein the
lower ends of said legs (12, 12') are supported by a joint element (15) pivotably
hinged to the foundation (17), allowing rotation of the joint element (15) around
an horizontal axis (18), the axis (18 ) being configured substantially to extend in
same direction as the transverse transom (13) .
5. Collision safe traffic gantry (10) according to claim 4, wherein the breaking joint
between the pivoted joint element (15) and the adjacent part of the lower end of a
leg (12,12'.) comprises one or more breaking bolts (16), configured to break off when
the leg is impacted by a vehicle.
6. Collision safe traffic gantry (10) according to claim 4 or.5, wherein the hinged joint
element (15), when broken off from the adjoining leg (12,12'), is configured to pivot
down into a cavity (19) in the ground (20) associated with the foundation (17), the
cavity (19) being arranged in spaced relation to the foundation (17), so that the
hinged joint element (15) minimizes the damage to the underside of the vehicle.
7. Collision safe traffic gantry (10) according to one of the claims 4-6, wherein a surrounding
protection configured to prevent dust, gravel, soil, ice, water and the like from
entering the cavity (1), is arranged between the hinged joint element (15) and the
foundation (17).
8. Collision safe traffic gantry (10) according to one of the claims 1-7, wherein said
leg (12,12') at its upper end is provided with a releasable joint element (21), comprising
a breaking bolt (16), configured to form a one way acting releasable joint, securing
that the leg breaks off when the leg (12,12') is impacted from the rear side by a
vehicles.
9. Collision safe traffic gantry (10) according to one of the claims 1-8, wherein the
upper end of said leg (12,12') is configured to be in forced contact with a impact
cushion (22) arranged on the transom (13) without being fixed or restrained to the
transom (13) in any other manner.
10. Collision safe traffic gantry (10) according to any one of the claims 1-9, wherein
each supporting leg (12,12') in a pair of legs is laterally displaced with respect
to each other.
11. Collision safe traffic gantry (10) according to claim 10, wherein the lateral distance
between two laterally spaced legs. (12,12') in a pair is in the order of Om-3m.
12. Collision safe traffic gantry (10) according to on of the claims1-11, wherein each
breaking bolt (16) is provided with a crack initiation, n order to secure a break
off at predetermined location.
13. Collision safe traffic gantry (10) according to one of the claims 1-12" wherein the
breaking bolt (16) may be sideways displaced towards one side in the cross sectional
area of the leg (12,12') with respect to the direction of motion of the vehicle, so
that when subjected to impact a lever arm is formed in the breaking joint element
(21) contributing with additional force to break off the breaking joint.
14. Method for assembling a collision safe traffic gantry (10) according to claim 1 across
one or more traffic lanes, comprising a plurality of pairs of legs (12,12') supported
at their lower end by a foundation (17) and at their upper end supporting one or more
transverse transoms (13) or the like, said transom (s) (13) carrying signs (14) for
traffic information and/or traffic lights or the like,
characterized in that said pairs of legs (12,12') are placed parallel with respect to each other, the legs
being placed with their top ends towards each other and in opposite direction with
respect to their final position when erected, that said transom(s) (13) are lifted
in position above the upper end of the legs(12,12'), perpendicularly with respect
to the legs (12,12'), that the upper end of each leg ( 12, 12' ) is attached to suitable
attachment means arranged at the lower side of the transom, that the assembled legs
and the transom then are lifted up and that said legs (12,12') then are rotated from
their initial position through at least 90° to a position where the lower end of the
legs is inclined outwards with respect to the upper end, whereupon the lower end of
the legs (12,12') is attached to the foundation (17).
1. Kollisionssichere Verkehrssignalbrücke bzw. üerkehrszeichenbrücke (10), die einen
oder mehrere Querträger (13) aufweist, die dazu bestimmt sind, Verkehrszeichen (14)
oder Lichtsignale zu halten, wobei der eine oder die mehreren Querträger (13) durch
mehrere Gerüste (11) gehalten werden, die auf einem Fundamente (17) ruhen, wobei jedes
Gerüst (11) Fußpaare (12,12') aufweist, wobei die Füße an ihrem oberen Ende den Querträger
(13) halten und an ihrem unteren Ende auf dem Fundament (17) ruhen, wobei die Füße
(12,12') mit lösbaren Verbindungselementen (15) konfiguriert sind, die mindestens
am unteren Ende der Füße (12,12') angeordnet sind, wobei die gepaarten Füße (12,12')
geneigt sind und sich nach oben und nach innen zueinander hin erstrecken; die Füße
(12,12') mittels eines gelenkigen Verbindungselements (24,25) drehbar am Querträger
(13) konfiguriert sind; und die Füße (12,12') an ihrem unteren Ende an den lösbaren
Verbindungselementen (15) gehalten werden, die so konfiguriert sind, dass sie in den
Boden einziehbar sind, wobei die Füße (12,12') so konfiguriert sind, dass wenn ein
Fuß (12,12') durch ein Fahrzeug getroffen und abgebrochen wird, das entsprechende
lösbare Verbindungselement (15) gelöst oder abgebrochen wird und es ermöglicht wird,
dass der getroffene Fuß (12,12') sich in einer vertikalen Ebene um das gelenkige Verbindungselement
(24,25) dreht.
2. Kollisionssichere Verkehrssignalbrücke (10) nach Anspruch 1, wobei das gelenkige Verbindungselement
(24,25) einen zylindrischen Körper (24), der am Fuß (12,12') angebracht ist, und einen
Schaft (25) aufweist, der am Querträger (13) befestigt ist.
3. Kollisionssichere Verkehrssignalbrücke (10) nach Anspruch 1 oder 2, wobei der zylindrische
Körper (24) mit einer Öffnung konfiguriert ist, die eine Größe aufweist, die heringfügig
größer als der Durchmesser des Schafts (25) ist, wodurch der zylindrische Körper (24)
im Fall einer bestimmten Pendelbewegung des Fußes (12,12') bei einem Aufprall aus
einer Wechselwirkung mit dem Schaft (25) heraus bewegt werden kann.
4. Kollisionssichere Verkehrssignalbrücke (10) nach einem der Ansprüche 1-3, wobei die
unteren Enden der Füße (12,12') durch ein Verbindungselement (15) gehalten werden,
das drehbar gelenkig am Fundament (17) angebracht ist, das eine Rotation des Verbindungselements
(15) um eine horizontale Achse (18) ermöglicht, wobei die Achse (18) so konfiguriert
ist, dass sie sich im wesentlichen in dieselbe Richtung wie der Querträger (13) erstreckt.
5. Kollisionssichere Verkehrssignalbrücke (10) nach Anspruch 4, wobei die Bruchverbindung
zwischen dem drehbaren Verbindungselement (15) und dem beanachbarten Teil des unteren
Endes eines Fußes (12,12') einen oder mehrere Bruchbolzen (16) aufweist, die so konfiguriert
sind, dass sie abbrechen, wenn der Fuß durch ein Fahrzeug getroffen wird.
6. Kollisionssichere Verkehrssignalbrücke (10) nach Anspruch 4 oder 5, wobei das gelenkige
Verbindungselement (15), wenn es vom angrenzenden Fuß (12,12') abgebrochen wird, konfiguriert
ist, sich nach unten in einen Hohlraum (19) im Boden (20) zu drehen, der mit dem Fundament
(17) verbunden ist, wobei der Hohlraum (19) in einer beabstandeten Beziehung zum Fundament
(17) angeordnet ist, so dass das gelenkige Verbindungselement (15) eine Beschädigung
der Unterseite des Fahrzeugs minimiert.
7. Kollisionssichere Verkehrssignalbrücke (10) nach einem der Ansprüche 4-6, wobei ein
Umgebungsschutz zwischen dem gelenkigen Verbindungselement (15) und dem Fundament
(17) angeordnet ist, der so konfiguriert ist, dass er verhindert, dass Staub, Kies,
Erde, Eis, Wasser und dergleichen in den Hohlraum (1) eintreten.
8. Kollisionssichere Verkehrssignalbrücke (10) nach einem der Ansprüche 1-7, wobei der
Fuß (12, 12') an seinem oberen Ende mit einem lösbaren Verbindungselement (21) versehen
ist, das einen Bruchbolzen (16) aufweist, der so konfiguriert ist, dass er eine in
eine Richtung wirkende lösbare Verbindung bildet, die sicherstellt, dass der Fuß abbricht,
wenn der Fuß (12,12') von der Rückseite durch ein Fahrzeug getroffen wird.
9. Kollisionssichere Verkehrssignalbrücke (10) nach einem der Ansprüche 1-8, wobei das
obere Ende des Fußes (12,12') so konfiguriert ist, dass es mit einem Aufprallpolster
(22) in Zwangskontakt steht, das am Querträger (13) angeordnet ist, ohne am Querträger
(13) in irgendeiner anderen Art befestigt oder festgehalten zu sein.
10. Kollisionssichere Verkehrssignalbrücke (10) nach einem der Ansprüche 1-9, wobei jeder
haltende Fuß (12,12') in einem Fulßpaar in Bezug auf den anderen lateral versetzt
ist.
11. Kollisionssichere Verkehrssignalbrücke (10) nach Anspruch 10, wobei der laterale Abstand
zwischen zwei lateral beabstandeten Füßen (12,12') in einem Paar in der Größeordnung
von 0 m - 3 m liegt.
12. Kollisionssichere Verkehrssignalbrücke (10) nach einem der Ansprüche 1.-11, wobei
jeder Bruchbolzen (16) mit einer Rissauslösung versehen ist, um ein Abbrechen an einer
vorgegebenen Stelle sicherzustellen.
13. Kollisinnssichere Verkehrssignalbrücke (10) nach einem der Ansprüche 1-12, wobei der
Bruchbolzen (16) bezüglich der Bewegungsrichtung des Fahrzeugs zu einer Seite in der
Querschnittsfläche des Fußes (12,12') seitwärts versetzt sein kann, so dass, wenn
er einem Aufprall ausgesetzt ist, ein Hebelarm im Bruchverbindungselement (21) gebildet
wird, der mit einer zusätzlichen Kraft zum Abbrechen der Bruchverbindung beiträgt.
14. Verfahren zum Montieren einer kollisionssicheren Verkehrssignalbrücke bzw. Verkehrszeichenbrücke
(10) nach Anspruch 1 über eine oder mehrere Fahrspuren, die mehrere Fußpaare (12,12')
aufweist, die an ihrem unteren Ende durch ein Fundament (17) gehalten werden und an
ihrem oberen Ende einen oder mehrere Querträger (13) oder dergleichen halten, wobei
der bzw. die Querträger (13) Zeichen (14) zur Verkehrsinformation und/oder Lichtsignale
oder dergleichen tragen, dadurch gekennzeichnet, dass die Fußpaare (12,12') in Bezug zueinander parallel angeordnet sind, wobei die Füße
an ihren oberen Enden zueinander hin und bezüglich ihrer Endposition in die entgegen
gesetzte Richtung angeordnet werden, wenn sie aufgestellt werden, dass der bzw. die
Querträger (13) in eine Position über dem oberen Ende der Füße (12,12') senkrecht
bezüglich der Füße (12,12') angehoben wird, dass das obere Ende jedes Fußes (12,12')
an eine geeignete Befestigungseinrichtung angebracht wird, die an der Unterseite des
Querträgers angeordnet ist, dass die montierten Füße und der Querträger dann angehoben
werden und dass die Füße (12,12') dann von ihrer Anfangsposition um mindestens 90°
zu einer Position gedreht werden, wo das untere Ende der Füße bezüglich dem oberen
Ende nach außen geneigt ist, woraufhin das untere Ende der Füße (12,12') am Fundament
(17) angebracht wird.
1. Portique de trafic routier anticollision (10), comprenant une ou plusieurs traverses
(13) destinées à supporter des signaux de trafic routier (14) ou des feux de trafic
routier, lesdites une ou plusieurs traverses (13) étant supportées par une pluralité
de châssis (11) reposant sur une fondation (17), dans lequel chaque châssis (11) comprend
des paires de jambes (12, 12'), lesquelles jambes supportent à leur extrémité supérieure
ladite traverse (13) et reposent à leur extrémité inférieure sur la fondation (17),
les jambes (12, 12') étant configurées avec des éléments de jonction amovibles (15)
aménagés au moins sur l'extrémité inférieure des jambes (12, 12'), dans lequel les
jambes appariées (12, 12') sont inclinées, s'étendant vers le haut et vers le bas
en direction l'une de l'autre ; lesdites jambes (12, 12') sont configurées à pivotement
sur la traverse (13) au moyen d'un élément de jonction articulé (24, 25) ; et lesdites
jambes (12, 12') sont supportées à leur extrémité inférieure sur lesdits éléments
de jonction amovibles (15) configurés pour pouvoir être rétractés dans le sol, lesdites
jambes (12, 12') étant configurées pour que, lorsqu'une jambe (12, 12') est heurtée
par un véhicule et cassée, l'élément de jonction amovible correspondant (15) soit
libéré ou cassé et que lajambe heurtée (12, 12') soit soumise à un pivotement dans
un plan vertical autour de l'élément de jonction articulé (24, 25).
2. Portique de trafic routier anticollision (10) selon la revendication 1, dans lequel
l'élément de jonction articulé (24, 25) comprend un corps cylindrique (24) fixé à
la jambe (12, 12') et un arbre (25) fixé à la traverse (13).
3. Portique de trafic routier anticollision (10) selon la revendication 1 ou 2, dans
lequel le corps cylindrique (24) est configuré avec une ouverture d'un calibre qui
est légèrement supérieur au diamètre de l'arbre (25), si bien que le corps cylindrique
(24) peut être déplacé hors de toute interaction avec l'arbre (25) dans le cas d'un
certain mouvement pendulaire de la jambe (12, 12') lors d'un choc.
4. Portique de trafic routier anticollision (10) selon l'une quelconque des revendications
1 à 3, dans lequel les extrémités inférieures desdites jambes (12, 12') sont supportées
par un élément de jonction (15) articulé à pivotement sur la fondation (17), permettant
la rotation de l'élément de jonction (15) autour d'un axe horizontal (18), l'axe (18)
étant configuré pour s'étendre sensiblement dans la même direction que la traverse
(13).
5. Portique de trafic routier anticollision (10) selon la revendication 4, dans lequel
le joint de rupture entre l'élément de jonction (15) ayant pivoté et la partie adjacente
de l'extrémité inférieure d'une jambe (12, 12') comprend un ou plusieurs boulons de
rupture (16) configurés pour se rompre lorsque la jambe est heurtée par un véhicule.
6. Portique de trafic routier anticollision (10) selon la revendication 4 ou 5, dans
lequel l'élément de jonction articulé (15), lorsqu'il est rompu de la jambe voisine
(12, 12'), est configuré pour pivoter vers le bas dans une cavité (19) du sol (20)
associé à la fondation (17), la cavité (19) étant ménagée espacée de la fondation
(17) de sorte que l'élément de jonction articulé (15) minimise les dommages subis
par le soubassement du véhicule.
7. Portique de trafic routier anticollision (10) selon l'une quelconque des revendications
4 à 6, dans lequel une protection enveloppante configurée pour empêcher la poussière,
les graviers, la terre, la glace, l'eau etc. de pénétrer dans la cavité (19) est aménagée
entre l'élément de jonction articulé (15) et la fondation (17).
8. Portique de trafic routier anticollision (10) selon l'une quelconque des revendications
1 à 7, dans lequel ladite jambe (12, 12') est pourvue à son extrémité supérieure d'un
élément de jonction amovible (21) comprenant un boulon de rupture (16) et configuré
pour former un joint amovible à effet unidirectionnel garantissant que la jambe se
brise lorsque la jambe (12, 12') est heurtée par l'arrière par un véhicule.
9. Portique de trafic routier anticollision (10) selon l'une quelconque des revendications
1 à 8, dans lequel l'extrémité supérieure de ladite jambe (12, 12') est configurée
pour être en contact forcé avec un amortisseur d'impact (2) aménagé sur la traverse
(13) sans être fixé ou retenu sur la traverse (13) d'une autre manière quelconque.
10. Portique de trafic routier anticollision (10) selon l'une quelconque des revendications
1 à 9, dans lequel chaque jambe de support (12, 12') d'une paire de jambes est déplacée
latéralement l'une par rapport à l'autre.
11. Portique de trafic routier anticollision (10) selon la revendication 10, dans lequel
la distance latérale entre deux jambes (12, 12') d'une paire espacées latéralement
est de l'ordre de 0 à 3 m.
12. Portique de trafic routier anticollision (10) selon l'une quelconque des revendications
1 à 11, dans lequel chaque boulon de rupture (16) présente un départ de rupture afin
d'assurer une rupture à un emplacement prédétermine.
13. Portique de trafic routier anticollision (10) selon l'une quelconque des revendications
1 à 12, dans lequel le boulon de rupture (16) peut être déplacé latéralement vers
un côté de la surface en coupe transversale de la jambe (12, 12') par rapport à la
direction de déplacement du véhicule de sorte que, lorsque la jambe est soumise à
un choc, un bras de levier soit formé dans l'élément de jonction de rupture, ce qui
contribue avec une force supplémentaire à rompre le joint de rupture.
14. Procédé pour assembler un portique de trafic routier anticollision (10) selon la revendication
1 en travers d'une ou plusieurs voies de trafic, comprenant une pluralité de paires
de jambes (12, 12') supportées à leur extrémité inférieure par une fondation (17)
et supportant à leur extrémité supérieure une ou plusieurs traverses (13) ou analogues,
lesdites traverses (13) portant des signaux (14) pour des informations de trafic routier
et/ou des feux de trafic routier ou analogues, caractérisé en ce que lesdites paires de jambes (12, 12') sont placées parallèlement l'une à l'autre, les
jambes étant placées avec leurs extrémités supérieures tournées l'une vers l'autre
et dans le sens opposé par rapport à leur position finale lorsqu'elles sont dressés,
la ou les traverses (13) est ou sont soulevées en position au-dessus de l'extrémité
supérieure des jambes (12, 12'), perpendiculairement par rapport aux jambes(12, 12'),
de façon que l'extrémité supérieure de chaque jambe (12, 12') soit fixée à des moyens
de fixation appropriés aménagés du côté inférieur de la traverse, les jambes assemblées
et la traverse sont ensuite soulevées et lesdites jambes (12, 12') sont soumises à
une rotation de leur position finale, sur au moins 90 °, à une position où l'extrémité
inférieure des jambes est inclinée vers l'extérieur par rapport à l'extrémité supérieure,
moyennant quoi l'extrémité inférieure des jambes (12, 12') est fixée à la fondation
(17).
REFERENCES CITED IN THE DESCRIPTION
This list of references cited by the applicant is for the reader's convenience only.
It does not form part of the European patent document. Even though great care has
been taken in compiling the references, errors or omissions cannot be excluded and
the EPO disclaims all liability in this regard.
Patent documents cited in the description