| (19) |
 |
|
(11) |
EP 1 144 761 B1 |
| (12) |
EUROPEAN PATENT SPECIFICATION |
| (45) |
Mention of the grant of the patent: |
|
06.07.2005 Bulletin 2005/27 |
| (22) |
Date of filing: 08.12.1999 |
|
| (51) |
International Patent Classification (IPC)7: E01F 15/00 |
| (86) |
International application number: |
|
PCT/SE1999/002295 |
| (87) |
International publication number: |
|
WO 2000/040804 (13.07.2000 Gazette 2000/28) |
|
| (54) |
ANCHORAGE ELEMENT
ANKERELEMENT
ELEMENT D'ANCRAGE
|
| (84) |
Designated Contracting States: |
|
AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
| (30) |
Priority: |
22.12.1998 SE 9804553
|
| (43) |
Date of publication of application: |
|
17.10.2001 Bulletin 2001/42 |
| (73) |
Proprietor: Welandsson, Anders |
|
333 91 Smalandsstenar (SE) |
|
| (72) |
Inventor: |
|
- Welandsson, Anders
333 91 Smalandsstenar (SE)
|
| (74) |
Representative: Wallengren, Yngvar et al |
|
Patentbyran Y Wallengren AB
Box 116 331 21 Värnamo 331 21 Värnamo (SE) |
| (56) |
References cited: :
EP-A1- 0 216 712 WO-A1-98/42918 US-A- 1 643 555
|
WO-A1-92/06248 NO-B- 127 931
|
|
| |
|
|
|
|
| |
|
| 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).
|
TECHNICAL FIELD
[0001] The present invention relates to an arrangement according to the preamble of claim
1 for securing, to a post adjacent a carriageway, a crash barrier comprising an open
profile in its longitudinal direction, an anchorage element with a portion designed
to be accommodated interiorly in the profile, said portion having a transverse dimension
which, at least in one direction, is larger than the longitudinal opening, a bracket
which extends transversely over the opening of the profile, and a clamping member
for drawing the anchorage element towards the post.
[0002] The present invention also relates to a method according to the preamble of claim
9 of securing to a post, a crash barrier with a profile provided with a longitudinal
opening, the method comprising the step that an anchorage element is moved in interiorly
into the profile, an U-shaped bracket is placed transversely over the longitudinal
opening of the profile so that edge flanges, which are disposed along the opening
of the profile are accommodated between the shanks of the bracket.
BACKGROUND ART
[0003] A number of various types of so-called crash barriers are previously known in the
art. A very commonly occurring type of crash barrier is such which consists of one
or more metal profiles substantially parallel with the ground. The profile or profiles
have a substantially W-shaped cross section, with two longitudinal ridges or bights.
Between the ridges, there is a depression-shaped portion which is often utilised to
secure the metal profiles to those posts which support the crash barrier. Thus, parts
of the anchorage elements will be visible on that side of the barrier facing towards
the carriageway. This is not only an aesthetic drawback, but also increases the risk
of serious damage to vehicles and injury to their occupants, since there is an imminent
risk that a colliding vehicle fastens in the anchorage elements. Instead, a correctly
designed crash barrier should act so as to return the vehicle back into the carriageway
after a possible collision with the crash barrier.
[0004] NO 127 931 discloses a crash barrier which lacks a number of the above-mentioned
drawbacks. The crash barrier displays a surface without projections in which a colliding
vehicle may fasten. This has been achieved in that the crash barrier consists of an
open metal profile whose opening is turned to face downwards, towards the ground.
The profile is supported by posts, preferably of wood, whose cross section corresponds
with the cross section of the profile. One drawback inherent in this design and construction
is that each one of the supporting wooden posts must be given the cross section of
the metal profile, which is both time- and labour-consuming. Another drawback is that
the posts and metal profiles are not otherwise interconnected to one another, which,
at least with the passage of time, would entail that the crash barrier becomes unsteady.
[0005] WO 98/42918 discloses a crash barrier according to the preamble of claim 1 including
posts and at least one substantially horizontal profile with a longitudinal opening.
The profile is secured to the posts respectively by means of an attachment part and
two washers which are placed on either side of the opening and drawn towards each
other on tightening of the attachment part. The edges of the opening are simply placed
between the washers, and may be loosened therefrom if the attachment part is not tightened
hard enough.
PROBLEM STRUCTURE
[0006] The present invention has for its object to design the arrangement disclosed by way
of introduction and the method intimated by way of introduction such that no projecting
parts of anchorage elements are turned to face towards the carriageway, at the same
time as the crash barrier must be simple and economical in manufacture, assembly and
use.
SOLUTION
[0007] The objects forming the basis of the present invention will be attained in respect
of the arrangement disclosed by way of introduction if this arrangement is
characterized in that the anchorage element being disposed by wedging effect to flare the longitudinal
opening.
[0008] In respect of the method, the objects according to the present invention will be
attained if this is
characterized in that the anchorage element exercises an interior wedging effect against the profile so
that its edge flanges are urged outwards towards the inside of the bracket.
[0009] Further advantages will be attained if the arrangement according to the present invention
is also given the characterizing features as set forth in appended subclaims 2 to
9.
BRIEF DESCRIPTION OF THE ACCOMPANYING DRAWINGS
[0010] The present invention will now be described in greater detail hereinbelow, with particular
reference to the accompanying Drawings. In the accompanying Drawings:
- Fig. 1
- is a vertical section through the crash barrier according to the present invention,
at right angles to the longitudinal direction of the barrier;
- Fig. 2
- is a straight side elevation of the anchorage element seen from the right in Fig.
1;
- Fig. 3
- is a straight side elevation of the bracket seen from the left in Fig. 1;
- Fig. 4
- is a straight side elevation of the arrangement according to the present invention,
including the post, seen from the left in Fig. 1;
- Fig. 5
- shows the crash barrier according to Figs. 1 and 4 straight from beneath;
- Fig. 6
- is a sectional view of an anchorage element according to another embodiment of the
present invention; and
- Fig. 7
- is a view corresponding to that of Fig. 1 of the alternative embodiment which is shown
in Fig. 6.
DESCRIPTION OF PREFERRED EMBODIMENT
[0011] In Figs. 1, 4 and 5, reference numeral 1 refers to a crash barrier which is disposed
along a carriageway or roadway, in order to catch a motor vehicle which, for one reason
or another, has gone off course. Reference numeral 2 relates to a post secured in
the ground which, by the intermediary of a laterally horizontally projecting bracket
3, supports a metal profile 4 which constitutes the crash barrier proper and which
extends approximately horizontally along the carriageway at a level which is flush
with the hubcap region of an average motor vehicle.
[0012] It will be apparent from Fig. 1 that the profile 4 has an approximately circular
main portion 12 which is turned to face towards the carriageway. On its side facing
away from the carriageway, the main portion 12 has a longitudinal opening 11 with
edges 10. Along the opening 11, the profile 4 has edge flanges 13 which are approximately
horizontal and parallel with one another and which are disposed one along each edge
10 of the opening 11. The edge flanges 13 are thus located on the side of the barrier
turned to face away from the carriageway.
[0013] It will be apparent from Figs. 1 and 5 that the bracket 3 is located between the
post 2 and the profile 4 and is in the form of a relatively short profile piece of
approximately U-shaped cross section with two approximately mutually parallel shanks
which are spaced apart in such a manner that they straddle the opening 11 and in particular
accommodate the two edge flanges 13 between them. At opposing end portions, the bracket
has openings or slots 9 in its web for the passage of clamping members 6 such as screws
or bolts, the clamping members 6 (as is best apparent from Fig. 5) joining together,
on the one hand, the profile 4 with the bracket 3 and, on the other hand, the bracket
3 with the post 2.
[0014] The anchorage element 5 is dimensioned to be moved, with a portion 14, into the profile
4 at its opening 11. For this reason, this portion 14 has, in one direction, a transverse
dimension which is less than the width of the opening 11. At right angles or transversely
in relation to this direction, the above-mentioned portion has a transverse dimension
which is greater than the width of the opening.
[0015] The portion 14 of the anchorage element 5 has two plate-shaped side pieces 8 which
are disposed in spaced apart relationship from one another and are approximately mutually
parallel, and are provided with edge portions 15 for abutment interiorly against the
inner surface of the profile 4 on either side of the opening 11. The edge portions
15 are shaped in order, when the anchorage element 5 is subjected to a drawing force
out of the main portion 12 of the profile and out between the edge flanges 13, to
realise a wedging effect which strives to broaden or flare the opening 11 and move
the edge flanges 13 away from one another. In particular, the edge portions 15 may
be approximately complementary to the inner surface of the profile 4 in the contact
region with the anchorage element 5.
[0016] On assembly of the crash barrier 1, a bracket 3 is caused to straddle the edges 10
and the longitudinal opening 11 transversely of the longitudinal direction of the
opening 11. The anchorage element 5 which has a cross-sectional dimension which is
less than the width of the longitudinal opening 11, is moved into the longitudinal
opening and is thereafter twisted through approximately 1/4 of a revolution. It is
then impossible to draw the anchorage element straight out through the longitudinal
opening 11, since parts 15 of the anchorage element 5 abut against the inside of the
profile 4. Thereafter, the profile 4 and the anchorage element 5 are clamped against
the bracket 3 and the post 2 with the aid of a clamping member 6, for example in the
form of a bolt or screw provided with a nut.
[0017] When the clamping member 6 is tightened, the anchorage element 5 is drawn steadily
closer to the post 2 and the bracket 3. The anchorage element 5 is provided with two
side pieces 8 whose profile partly corresponds with the inner cross section of the
profile 4. The anchorage element 5 thereby exercises an interior wedging effect on
the profile 4 so that its edges 10 are forced apart at the same time as being urged
against the insides of the bracket 3.
[0018] In general, it is appropriate to insert the clamping member 6 in the anchorage element
5 before this is passed into the profile 4 and twisted through 1/4 of a revolution.
When the anchorage element 5 is inserted in the profile 4, it is displaced along the
profile 4 until such time as the clamping member 6 may be inserted in the slot 9 in
the bracket 3. Thereafter, the clamping member 6 is tightened as described above.
In addition, the bracket 3 must also be secured to the post 2 by means of a corresponding
clamping member 6. The final result will be a crash barrier on which the anchorage
elements are turned to face away from the carriageway so that their harmful effects
are minimised in the event of a collision.
DESCRIPTION OF ALTERNATIVE EMBODIMENT
[0019] Figs. 6 and 7 show an alternative embodiment of the anchorage element 5. The main
principles of how the anchorage element, by wedging effect, clamps the profile 4 against
the bracket 3 are the same as those described in the foregoing, but the anchorage
element has a partly different composition and method of use.
[0020] The essential difference, as is best seen in Fig. 6, is that the anchorage element
5 is provided with two holes 7 between the side pieces 8. This implies that the anchorage
element 5 in the alternative embodiment does not have a transverse dimension which
is less than the width of the longitudinal opening 11 in the profile 4. As a result,
it is impossible to insert and thereafter twist the anchorage element 5 in the longitudinal
opening 11. Instead, the anchorage element 5 is inserted from the short side of the
profile and is thereafter shifted a longer distance to the bracket 3 for securement.
As a result, the securement will be more stable, even though the assembly operation
will be slightly more complicated.
[0021] The holes in the anchorage element 5 according to Fig. 6 are threaded. This makes
for the use of a clamping member 6 which lacks a loose nut. As a result, it is possible
to obtain a more aesthetically appealing anchorage of the crash barrier. An alternative
to threading the holes 7 is to provide the anchorage element 5 with fixedly welded
nuts at these holes 7.
[0022] That described above in respect of the threading and nuts for the holes 7 in the
anchorage element 5 in Fig. 6 also applies to the anchorage elements 5 which are only
provided with a single hole 7.
[0023] The main portion 12 need not necessarily be circular but may have any other appropriate
configuration which is deemed suitable taking into account its shock-absorbing and
vehicle-righting capabilities. In certain cases, it may be appropriate to adapt the
configuration of the anchorage element 5 so that an optimum wedging effect is obtained
on tightening of the clamping member 6.
[0024] In Figs. 4 and 5 relating to the preferred embodiment, it is clearly visible that
the bracket 3 has been secured to the post 2 with one clamping member 6 and that the
profile 4 has been secured to the bracket 3 by means of an additional clamping member
6. Often, the bracket 3 is first mounted on the post 2, whereafter the clamping member
6 on which the anchorage element 5 is mounted is slid into the slot 9 in the bracket
3. Instead, in certain cases a construction entailing that the bracket 3, the anchorage
element 5 and the profile 4 are secured to the post 2 using one and the same clamping
member 6 should be appropriate. The assembly operation when the clamping member 6
is to be inserted into a hole 16 in the post 2 may be slightly more complicated, but
in return a considerably fewer number of clamping members 6 taken as a whole needs
to be tightened.
[0025] The present invention may be modified without departing from the scope of the appended
Claims.
1. An arrangement for securing, to a post (2) adjacent a carriageway, a crash barrier
(1) comprising: an open profile (4) in its longitudinal direction, an anchorage element
(5) with a portion designed to be accomodated interiorly in the profile (4) said portion
having a transverse dimension which, at least in one direction is larger than the
longitudinal opening (11); a bracket (3) which extends transversely over the opening
(11) of the profile (4); and a clamping member (6) for drawing, the anchorage element
(5) towards the post (2), wherein the profile (4) has edge flanges (13) and the bracket
(3) has two shanks, which are disposed to straddle the opening (11) and accomodate
the two edge flanges (13) between them, characterized in that the anchorage element (5) is disposed, by wedging effect, to flare the longitudinal
opening (11).
2. The arrangement as claimed in Claim 1, characterized in that the bracket (3) is approximately U-shaped, and that its shanks are approximately
mutually parallel.
3. The arrangement as claimed in any of Claims 1 or 2, characterized in that one of the transverse dimensions of the anchorage element (5) is smaller than the
longitudinal opening (11) of the profile (4) so that the anchorage element (5) is
insertable in the longitudinal opening (11) and thereafter twistable approximately
1/4 of a revolution to a position where it is no longer withdrawable.
4. The arrangement as claimed in any of Claims 1 or 2, characterized in that all transverse dimensions of the anchorage element (5) are larger than the longitudinal
opening (11) of the profile (4), so that the anchorage element (5) is insertable in
the short end of the profile (4) and shiftable along the profile (4) to the desired
position.
5. The arrangement as claimed in any of Claims 1 to 4, characterized in that the profile of the mounted anchorage element (5) most proximal the post (2) corresponds
with the inner cross-section of the profile (4).
6. The arrangement as claimed in any of Claims 1 to 5, characterized in that the clamping member (6) includes a nut which is disposed on that side of the post
(2) which is turned to face away from the carriageway.
7. The arrangement as claimed in any of Claims 1 to 5, characterized in that the head of the clamping member (6) is disposed on that side of the post (2) which
is turned to face away from the carriageway.
8. The arrangement as claimed in Claim 7, characterized in that a nut is disposed on the anchorage element (5), preferably by welding.
9. A method of securing, to a post, a crash barrier (1) with a profile (4), provided
with a longitudinal opening (11), comprising the step that an anchorage element (5)
is moved in interiorly in the profile (4), an U-shaped bracket (3) is placed transversely
over the longitudinal opening (11) of the profile (4), so that edge flanges (13),
which are disposed along the opening (11), of the profile (4) are accomodated between
the shanks of the bracket (3); wherein the anchorage element (5) is drawn towards
the post (2) and characterized in that the anchorage element exercises an interior wedging effect against the profile (4)
so that its edge flanges (13) are urged outwards towards the inside of the bracket.
1. Anordnung zur Befestigung einer Leitplanke (1) an einem Pfosten (2) neben einer Fahrbahn
umfassend ein in Längsrichtung offenes Profil (4); ein Verankerungselement (5) mit
einem derart ausgebildetem Bereich, dass dieser innen im Profil (4) aufnehmbar ist,
wobei der Bereich eine Querabmessung aufweist, die mindestens in einer Richtung größer
ist als die längsverlaufende Öffnung (11); einen Bügel (3), der sich quer über die
Öffnung (11) des Profils (4) erstreckt; und ein Klemmglied (6), um das Verankerungselement
(5) gegen den Pfosten (2) zu ziehen, wobei das Profil (4) Randflansche (13) aufweist
und der Bügel (3) zwei Schenkel aufweist, die derart angeordnet sind, dass sie die
Öffnung (11) überbrücken und die beiden Randflansche (13) zwischen sich aufnehmen,
dadurch gekennzeichnet, dass
das Verankerungselement (5) derart angeordnet ist, dass es durch einen Keileffekt
die längsverlaufende Öffnung (11) aufweitet.
2. Anordnung gemäß Anspruch 1,
dadurch gekennzeichnet, dass
der Bügel (3) im wesentlichen U-förmig ist und dass dessen Schenkel im wesentlichen
gegenseitig parallel sind.
3. Anordnung gemäß Anspruch 1 oder 2,
dadurch gekennzeichnet, dass
eine der Querabmessungen des Verankerungselementes (5) schmaler ist als die längsverlaufende
Öffnung (11) des Profils (4), so dass das Verankerungselement (5) in die längsverlaufende
Öffnung (11) einführbar und danach näherungsweise um etwa eine viertel Umdrehung in
eine Position drehbar ist, aus der es nicht mehr herausziehbar ist.
4. Anordnung gemäß einem der Ansprüche 1 oder 2,
dadurch gekennzeichnet, dass
alle Querabmessungen des Verankerungselementes (5) größer sind als die längsverlaufende
Öffnung (11) des Profils (4), so dass das Verankerungselement (5) in das kurze Ende
des Profils (4) einführbar und entlang des Profils (4) in die gewünschten Position
verschiebbar ist.
5. Anordnung gemäß einem der Ansprüche 1 bis 4,
dadurch gekennzeichnet, dass
das Profil des befestigten Verankerungselementes (5) nahest am Pfosten (2) mit dem
inneren Querschnitt des Profils (4) korrespondiert.
6. Anordnung gemäß einem der Ansprüche 1 bis 5,
dadurch gekennzeichnet, dass
das Klemmglied (6) eine Mutter umfasst, die auf der Seite des Pfostens (2) angeordnet
ist, welche der Fahrbahn abgewandt ist.
7. Anordnung gemäß einem der Ansprüche 1 bis 5,
dadurch gekennzeichnet, dass
der Kopf des Klemmgliedes (6) auf der Seite des Pfostens (2) angeordnet ist, welche
der Fahrbahn abgewandt ist.
8. Anordnung gemäß Anspruch 7,
dadurch gekennzeichnet, dass
eine Mutter am Verankerungselement (5) angeordnet ist, vorzugsweise durch Verschweißung.
9. Verfahren zur Befestigung einer Leitplanke (1) mit einem Profil (4), das eine längsverlaufende
Öffnung (11), aufweist, an einem Pfosten, mit dem Verfahrensschritt, dass ein Verankerungselement
(5) innen in das Profil (4) eingeschoben wird und ein U-formiger Bügel (3) quer über
der längsverlaufenden Öffnung (11) des Profils (4) positioniert wird, so dass die
Randflansche (13) die entlang der Öffnung (11) des Profils (4) angeordnet sind, zwischen
den Schenkeln des Bügels (3) aufgenommen werden; wobei das Verankerungselement (5)
gegen den Pfosten (2) gezogen wird
dadurch gekennzeichnet, dass
das Verankerungselement einen inneren Keileffekt gegen das Profil (4) ausübt, so dass
die Randflansche (13) nach außen gegen die Innenseite des Bügels gezwängt werden.
1. Dispositif de fixation, à un montant (2) adjacent à une voie de circulation, d'une
barrière de sécurité (1) comprenant : un profilé (4) ouvert dans sa direction longitudinale
; un élément d'ancrage (5) dont une partie est conçue pour être reçue intérieurement
dans le profilé (4), la dite partie ayant une dimension transversale qui est plus
grande, au moins dans une direction, que l'ouverture longitudinale (11) ; un support
(3) qui s'étend transversalement sur l'ouverture (11) du profilé (4) ; et un élément
de serrage (6) pour tirer l'élément d'ancrage (5) vers le montant (2), dans lequel
le profilé (4) comporte des brides de bord (13) et le support (3) comporte deux ailes,
qui sont disposées de manière à chevaucher l'ouverture (11) et à recevoir les deux
brides de bord (13) entre elles, caractérisé en ce que l'élément d'ancrage (5) est disposé de manière à évaser, par effet de coin, l'ouverture
longitudinale (11).
2. Dispositif selon la revendication 1, caractérisé en ce que le support (3) est approximativement en forme de U, et en ce que ses ailes sont approximativement parallèles l'une à l'autre.
3. Dispositif selon une quelconque des revendications 1 ou 2, caractérisé en ce qu'une des dimensions transversales de l'élément d'ancrage (5) est plus petite que l'ouverture
longitudinale (11) du profilé (4) de sorte que l'élément d'ancrage (5) peut être inséré
dans l'ouverture longitudinale (11) et peut ensuite être tourné d'un quart de tour
environ à une position où on ne peut plus le retirer.
4. Dispositif selon une quelconque des revendications 1 ou 2, caractérisé en ce que toutes les dimensions transversales de l'élément d'ancrage (5) sont plus grandes
que l'ouverture longitudinale (11) du profilé (4), de sorte que l'élément d'ancrage
(5) peut être inséré dans la petite extrémité du profilé (4) et déplacé le long du
profilé (4) jusqu'à la position désirée.
5. Dispositif selon une quelconque des revendications 1 à 4, caractérisé en ce que le profil de l'élément d'ancrage monté (5) à l'endroit le plus proche du montant
(2) correspond à la section transversale intérieure du profilé (4).
6. Dispositif selon une quelconque des revendications 1 à 5, caractérisé en ce que l'élément de serrage (6) comprend un écrou qui est placé sur le côté du montant (2)
qui est tourné à l'opposé de la voie de circulation.
7. Dispositif selon une quelconque des revendications 1 à 5, caractérisé en ce que la tête de l'élément de serrage (6) est placée du côté du montant (2) qui est tourné
à l'opposé de la voie de circulation
8. Dispositif selon la revendication 7, caractérisé en ce qu'un écrou est monté sur l'élément d'ancrage (5), de préférence par soudage.
9. Procédé de fixation, à un montant, d'une barrière de sécurité (1) ayant un profilé
(4) qui présente une ouverture longitudinale (11), comprenant les étapes telles qu'un
élément d'ancrage (5) est introduit à l'intérieur du profilé (4), un support en forme
de U (3) est placé transversalement sur l'ouverture longitudinale (11) du profilé
(4), de sorte que des brides de bord (13) qui sont formées le long de l'ouverture
(11) du profilé (4) sont logées entres les ailes du support (3), dans lequel l'élément
d'ancrage (5) est tiré vers le montant (2), caractérisé en ce que l'élément d'ancrage exerce un effet de coin intérieur contre le profilé (4) de sorte
que ses brides de bord (13) sont poussées vers l'extérieur, vers l'intérieur du support