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EP 0 459 932 B1 |
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EUROPEAN PATENT SPECIFICATION |
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Mention of the grant of the patent: |
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21.02.1996 Bulletin 1996/08 |
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Date of filing: 29.05.1991 |
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International Patent Classification (IPC)6: E01F 15/00 |
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Improvements in safety barriers for roads
Sicherheitsleitvorrichtung für Strassen
Dispositif de sécurité pour routes
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Designated Contracting States: |
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AT BE CH DE DK FR GB GR IT LI LU NL SE |
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Priority: |
29.05.1990 ES 9001484
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Date of publication of application: |
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04.12.1991 Bulletin 1991/49 |
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Proprietor: Garcia Ballesteros, Angel |
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E-29016 Malaga (ES) |
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Inventor: |
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- Garcia Ballesteros, Angel
E-29016 Malaga (ES)
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Representative: Garcia Cabrerizo, Francisco |
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OFICINA GARCIA CABRERIZO S.L.
Vitruvio 23 E-28006 Madrid E-28006 Madrid (ES) |
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References cited: :
EP-A- 0 297 182 CH-A- 676 013 FR-A- 2 585 047
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AT-B- 388 006 FR-A- 2 294 269 GB-A- 2 219 332
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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).
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[0001] The invention is about some improvements on safety barriers for roads, which enable
the installation of typical dividing walls for roads, dual carriageways, etc., in
a simple, quick and economical manner. It also offers the possibility of making the
barrier mobile, semirigid, demountable or fixed.
[0002] Until now, various solutions had been conceived for the installation of safety barriers
for roads -such as those claimed by USA Patents 4,348,133 and 4,496,264- using concrete,
sand or any other type of heavy material as ballast. The barriers built according
to the object of the above mentioned Patents use the same basic concept for their
construction, and vary only the type of material used for the barrier itself and for
its external finish, as well as the type of fixing to the ground.
[0003] Regardless of the type of fixing to the ground used in the barriers described in
the two above mentioned USA Patents, the limitations they both present are those of
their rigid constitution and of being anchored to the ground, which does not allow
the dismantling of part of the barrier in case of accidents closing up one of the
directions of the road, and thus prevent the opening of lanes which could release
the potential traffic jam caused by the accident.
[0004] Another safety device is known from FR-A-2,585,047 which shows inside the safety
device vertical nerves or partitions and a water-tight longitudinal tube adapted for
receiving a threaded rod joining adjacent devices.
[0005] As background, we could also mention the Spanish Patent 8702657 (ES-A-2 005 324),
which claims a procedure to manufacture dividing walls or safety barriers for roads
in situ, based on lost moulds made of a light material placed where the barrier or
dividing wall is to be installed, and then fill up those moulds with an appropriate
material (concrete or a similar one), and thus fix correlatively the various blocks
which will make up the dividing wall or barrier.
[0006] Although it solves the problems presented by the USA Patents, this procedure has
the disadvantage of not offering alternative ways of performance, and of being designed
only to be filled up to concrete or a similar material, therefore having to be considerably
thick in the wall to offer enough resistance to the filling material.
[0007] The safety barrier according to claim 1 of the present invention solves definitely,
efficiently and economically the problems presented by the above-mentioned designs
of barriers or dividing walls. In order to achieve this, the mould produced according
to one of the objects of the invention includes one or more top apertures for water
extraction and filling when this component is used as filling material, which is convenient
to create separations in road maintenance or upgrading works carried out sporadically.
[0008] According to another object of the invention, the mould presents a series of internal
nerves or ribs which make it highly resistant against cracks or damage caused by the
weight of the filling material.
[0009] According to another object of the invention, the mould is made in two versions -male
and female. The former is equipped with side projections which fit in complementary
recesses in the female mould, enabling them to be dismantled even with the barrier
already in place, just by lifting up one of the moulds and then dismantling the remaining
ones simply moving them.
[0010] The moulds also offer the possibility of being equipped with some side hook rods
to make up dismountable barriers, since those hook rods act as articulations between
moulds, and therefore between modules. The device also enables the moulds to be equipped
with side bars, perpendicular to the side face, to make up armour means which cause
the barrier to be rigid. Finally, there remains to be said that moulds, and therefore
the modules are designed to be anchored to the ground or tar which conforms the road,
forming a fixed as well as rigid barrier.
[0011] In order to make the characteristics of the device more easily understood, there
follows a detailed description based on a set of drawings which are attached to the
present description as an integral part of it, and where the following has been represented
with a merely indicative and not limitative character:
[0012] Figure 1 shows a stretch of barrier built according to the object of the invention,
that is to say, placing continuously male and female mould or modules.
[0013] Figure 2 shows a transversal section of one of the modules or moulds.
[0014] Figure 3 shows a detailed side view of the most favourable arrangement of nerves
and internal fobs of the module or mould.
[0015] Figure 4 shows a detailed cross section of two parts of modules joined articulately.
[0016] Figure 5 shows another detail like the one in the previous figure, but with a rigid
joint between modules.
[0017] Finally, figure 6 shows the same detail as figure 5, with the addition of vertical
anchoring of modules to the ground.
[0018] As can be seen the above mentioned figures, the barrier devised is based on a couple
of modules (1) and (1′), being the former a male module and the latter a female one.
These modules will be preferably 2 metres long, without rejecting the possibility
of employing other lengths, and will weigh approximately 22 kgs. each. They will be
made of a compound of polyester resin fibre, structurally designed to bear the hydrostatic
pressure exerted by the filling material (concrete, water, sand, etc.)
[0019] Both modules differ only in that the male one (1) is equipped with vertical projections
(2) in its end faces, whereas the female module (1′) is equipped with complementary
recesses (3). As regards the other characteristics of these modules (1) and (1′),
they are both the same, with marked apertures (4) in their top faces which enable
a valve to be installed, if desired, for the extraction of water when it is used as
filling material, for example in mobil road works.
[0020] As figure 1 shows, a barrier is made just by placing aligned empty male (1) and female
(1′) modules alternatively, fitting in the projections (2) of the male modules (1)
in the recesses (3) of the female modules (1′). This is done directly on the tar or
wearing course (5) of the road, and the modules are then filled up through the loading
apertures (4). When the modules are full, these apertures or mouths (4) can be closed
or not.
[0021] This barrier can be dismantled in any of its sections, just by starting the operation
lifting up, with a crane, one of the male modules (1), and then moving away the adjacent
modules.
[0022] In their base, the above mentioned modules (1) and (1′) have transversal canals or
outlets (6) to allow rain water to circulate, and inside these modules (1) and (1′)
there and nerves or ribs (7) which cross their main walls (8) transversally, as well
as other nerves or ribs (9) which run parallel to them. Figure 3 shows in detail the
lay out of these nerves or ribs (7 and 9) on the inner side of the main walls (8)
of the module, being noticeable how the number of transversal nerves (7) doubles in
the lower area.
[0023] Finally, it is necessary to point that the barrier built according to the above described
procedure does not need to have modules (1) and (1′) fixed to the ground or tar (5),
since, having a flat base, the full module will not float.
[0024] On the subject of the design of modules (1) and (1′), and taking into account the
material they are made of, it is possible to foresee certain areas with a small thickness
of wall, which allows them to be broken at will to act as filling aperture, or water
canals, or even as orifices to install elements which articulate, or make rigid, or
anchor to the ground, the consecutive modules.
[0025] Regarding this point, it can be said the versatility of the basic module enables
the construction or installation of at least four types of barriers:
- Barriers to be used in mobil road works.
- Articulate barriers.
- Rigid barriers.
- Rigid and fixed barriers.
- Ecological barriers.
[0026] As regards the type of barriers used in mobil road works, it can be said that it
is the one shown by figure 1, where modules (1) and (1′) are assembled and filled
with water or another light, easy to pour material, to allow the modules to be easily
moved. This type of barrier is ideal to protect workers carrying out road works.
[0027] In this case, the modules can be equipped with electric contacts closing a circuit,
so that if by accident there is a cut in the series of modules, the inactivation of
a relay will activate an optical and/or audio alarm in the area where workers are
working.
[0028] As for articulate barriers, the difference offered is that modules (1) and (1′) include
L-shaped (10) and hook (11) roughturned rods respectively, enabling an articulate
joint to be performed in order to a) absorb the impact energy in its component vertical
to the barrier itself, and b) offer the possibility of dismantling any module or modules
any time. Figure 4 shows the above mentioned articulation.
[0029] As for rigid barriers, these are formed when modules (1) and (1′) have blind orifices
in their end faces - preferable two in each end face - to allow the inclusion of roughturned
rods (12) in the facing and assembly of modules, to make rigid each couple of consecutive
modules (1) and (1′). This design is shown in figure 5. Finally, in the fixed and
rigid type of barriers, modules (1) and (1′) apart from being assembled trough the
roughturned rod (12) like in the previous case, are also fixed to the floor or tar
(5) through vertical or roughturned rods (13) placed partially in lower orifices in
each module, and with their protruding part in concrete mortars (14) performed in
the floor or tar (5). This type of barrier is shown in detail in figure 6.
1. A safety barrier for roads applicable when used as a dividing wall between two lanes
of opposite directions, or as a side wall on the outer side of a road (5), or when
used in mobile road works, said safety barrier being formed of a succession of hollow
modules (1, 1') made of plastic material, placed directly on the wearing course, all
the modules including top apertures (4) to load a filling material such as concrete,
and lower transversal canals (6) for the passage of rain water, characterized in that
some of the hollow modules are equipped with a vertical projection (2) in both of
their end faces, forming male modules (1), while the other hollow modules have complementary
recesses (3) in both end faces for said projections (2), forming female modules (1'),
in that the walls (8) of each module have internal nerves or ribs running both longitudinally
(9) and transversally (7), forming a reinforcement lattice to bear the hydrostatic
pressure exerted by the filling material, in that the end faces and the base of each
module are equipped with orifices to respectively install joining rods (10, 11, 12)
between the modules and/or rods (13) anchoring to the ground, and in that the modules
(1, 1') have certain areas with a small thickness of wall, which allows them to be
broken at will to act as filling apertures (4), water canals (6) and/or orifices to
install the joining rods (10, 11, 12) and/or the anchoring rods (13).
2. A safety barrier according to claim 1, characterized in that some end face orifices
of the hollow modules are equipped with a L-shaped rough-turned rod (10), other end
face orifices being equipped with a hook rough-turned rod (11), said joining rods
(10, 11) being able to crimp each other to form an articulated joint, between a projection
and the facing recess, dismantlable just by simply lifting up two adjoining modules
one from another.
3. A safety barrier according to claim 1, characterized in that some end face orifices
of the modules (1, 1') can house a rough-turned rod (12), said joining rod (12) being
common for each couple of facing orifices of two adjoining modules, determining a
rigid joint of said modules.
4. A safety barrier according to claim 3, characterized in that the hollow modules (1,
1') have in their bases other rough-turned rods (13) which protrude through the lower
orifices in the lower side to enable them to be fixed onto a special mortar (14) placed
to that purpose in the ground or wearing course itself, determining a fixed anchorage
of the modules to the ground.
5. A safety barrier according to any of the foregoing claims, characterized in that the
modules (1, 1') are equipped with some electric contacts which close a circuit in
such a manner that, should the series of modules be cut accidentally, the inactivation
of a relay would activate an optical and/or audio alarm in the desired area.
1. Sicherheitssperre für Landstrassen, anwendbar für die Benutzung in Trennmauern zwischen
zwei Fahrbahnen entgegengetzter Richtungen oder als seitliche Mauer am äusseren Teil
einer Landstrasse (5), oder für die Benutzung in mobilen Strassenarbeiten, wobei diese
Sperre von einer Reihe von hohlen Modulen (1, 1') gebildet ist, welche aus einem Kunststoff
hergestellt sind, und direkt auf die letzte Gleitschicht aufgesetzt werden, wobei
alle Module obere Öffnungen (4) aufweisen, zur Einfüllung eines Füllmaterials wie
Beton, sowie untere Querkanale (6) für den Durchf luss des Regenwassers, dadurch gekennzeichnet,
dass einige der hohlen Module an beiden Enden mit einem senkrechten Vorsprung (2)
versehen sind, und so die Vatermodule (1) bilden, während die anderen hohlen Module
komplementäre Einschnitte (3) für die genannten Vorsprünge (2) aufweisen und so die
Muttermodule (1') bilden, dass die Wände (8) jedes Moduls Rippen oder innere Versteifungen
aufweisen, die sich sowohl längs (9) als auch quer (7) erstrecken, und ein Versteifungsnetz
bilden, um den von dem Füllmaterial ausgeübten hydrostatischen Druck aufzunehmen,
dass die Seitenflächen und die Grundfläche jedes Moduls mit Öffnungen versehen sind
für den Einbau von Verbindungsstäben (10, 11, 12) zwischen den Modulen, und /oder
von Stäben (13) zur Verankerung in der Erde, und dass die Module (1, l't) einige Bereiche
mit einer geringen Mauerdicke aufweisen, welche ermöglicht dass diese nach Belieben
aufgebrochen werden können, un als FÜllöffnungen (4) zu dienen, als Wasserkanäle (6)
und/oder als Öffnungen zum Einbau von Verbindungsstäben (10, 11, 12) und/oder verankerungsstäben
(13).
2. Sicherheitssperre nach Anspruch 1, dadurch gekennzeichnet, dass einige der Öffnungen
in den Seitenwänden der hohlen Module mit einem grobgedrehten Stab in L-Form versehen
sind (10), wobei die anderen Öffnungen der Seitenwände mit einen grobgedrehten Stab
in Form eines Hakens (11) versehen sind, wobei diese Verbindungsstäbe (10, 11) untereinander
verbiegbar sind und so eine Gelenkverbindung zwischen einem Vorsprung und einem darüberliegenden
Einschnitt bilden und einfach auseinandergebaut werden können, indem ein Modul vom
danebenliegenden nach oben gehoben wird.
3. Sicherheitssperre nach Anspruch 1, dadurch gekennzeichnet, dass einige der Öffnungen
der Seitenwände der Module (1, 1') eine grobgedrehten Stab (12) aufnehmen können,
wobei dieser Verbindungsstab (12) für jeweils zwei plangedrehte Öffnungen von zwei
nebeneindanderliegenden Modulen dient und eine starre Verbindung dieser Module herstellt.
4. Sicherheitssperre nach Anpruch 3, dadurch gekennzeichnet, dass die hohlen Module (1,
1') in ihrer Grundfläche weitere grobgedrehte Stäbe (13) aufweisen, welche über untere
Öffnungen auf der unteren Seite herausragen, um so zu ermöglichen dass diese in einem
speziellen Mörtel (14), der zu diesem Zweck auf der Erde bzw. auf die letzte Gleitschicht
selbst gesetzt wurde, befestigt werden, um so eine feste Verankerung der Module in
der Erde zu bewirken.
5. Sicherheitssperre nach einer der vorhergehenden Ansprüche, dadurch gekennzeichnet,
dass die Module (1, 1') mit einigen elektrischen Kontakten versehen sind, die einen
Stromkreis so schliessen, dass bei einem zufälligen Ausfall einer Reihe von Modulen,
die Entaktivierung eines Relais einen optischen und/oder akustischen Alarm in dem
gewünschten Bereich verursachen würde.
1. Une barrière de sécurité pour routes, applicable à l'utilisation comme murs de séparation
entre deux couloirs de directions opposées, ou comme un mur latéral entre la partie
externe d'une route (5), ou comme utilisation pour travaux de routes mobiles, ladite
barrière étant formée d'une succession de modules creux (1,1') fabriqués dans un matériau
plastique, placés directement sur la couche finale de roulement, tous les modules
comprenant des ouvertures supérieures (4) pour charger un matériau de remplissage
comme le béton et des canaux transversaux inférieurs (6) pour le passage de l'eau
de pluie, caractérisée par le fait que certains modules creux sont munis d'une partie
saillante verticale (2) aux deux extrémités latérales, formant des modules mâles (1),
tandis que les autres modules creux possèdent des encoches complémentaires (3) pour
lesdites parties saillantes (2), formant les modules femelles (1'), que les parois
(8) de chaque module ont des nerfs ou renforcements internes qui s'étendent aussi
bien longitudinalement (9) que transversalement (7), formant une maille de renforcement
pour supporter la pression hydrostatique exercée par le matériau de remplissage, que
les faces internes et la base de chaque module sont munies d'orifices pour l'installation
respectivement de tiges d'assemblage (10,11,12) entre les modules, et/ou de tiges
(13) d'ancrage au sol, et que certaines zones des modules (1,1') possèdent une petite
épaisseur de mur, qui permet de les casser à volonté pour qu'ils agissent comme ouvertures
de remplissage (4), comme canaux pour l'eau (6) et/ou comme orifices pour installer
les tiges d'assemblage (10,11,12) et/ou les tiges d'ancrage (13).
2. Une barrière de sécurité conforme à la revendication 1, caractérisée par le fait que
quelques orifices aux faces latérales des modules creux sont équipés d'une tige grossièrement
tournée en forme de L (10), les autres orifices des faces latérales étant équipés
d'une tige grossièreemnt tournée en forme de crochet (11), lesdites tiges d'assemblage
(10,11) pouvant se plier entre elles pour former un joint articulé, entre une partie
saillante et l'encoche superposée et pouvant se démonter en soulevant simplement un
module adjacent.
3. Une barrière de sécurité conforme à la revendication 1, caractérisée par le fait que
quelques orifices des côtés des modules (1,1') peuvent loger une tige grossièrement
tournée (12), ladite tige d'assemblage (12) étant commune à deux orifices surfacés
au tour de deux modules adjacents, provoquant un assemblage rigide desdits modules.
4. Une barrière de sécurité conforme à la revendication 3, caractérisée par le fait que
les modules creux (1,1') possèdent à leurs bases d'autres tiges grossièrement tournées
(13) qui dépassent des orifices inférieurs à la face inférieure pour permettre aux
tiges en question d'être fixées sur un mortier spécial (14) placé à cet effet au sol
ou sur la couche finale ele-même de roulement, provoquant un ancrage fixe des modules
au sol.
5. Une barrière de sécurité conforme à l'une quelconque des revendications précédentes,
caractérisée par le fait que les modules (1,1') sont munis de quelques contacts électriques
qui ferment un circuit de sorte que, si la série de modules se coupait accidentellement,
la désactivation d'un relais activerait une alarme optique et/ou sonore à la zone
souhaitée.

