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EP2567030B1 - Glissière de sécurité - Google Patents

Glissière de sécurité Download PDF

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Publication number
EP2567030B1
EP2567030B1 EP11718039.8A EP11718039A EP2567030B1 EP 2567030 B1 EP2567030 B1 EP 2567030B1 EP 11718039 A EP11718039 A EP 11718039A EP 2567030 B1 EP2567030 B1 EP 2567030B1
Authority
EP
European Patent Office
Prior art keywords
post
safety barrier
spacer
screw
leg
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP11718039.8A
Other languages
German (de)
English (en)
Other versions
EP2567030A1 (fr
Inventor
Maximilian Aicher
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SAH Verkehrstechnik GmbH
Original Assignee
SAH Verkehrstechnik GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SAH Verkehrstechnik GmbH filed Critical SAH Verkehrstechnik GmbH
Priority to SI201130290T priority Critical patent/SI2567030T1/sl
Publication of EP2567030A1 publication Critical patent/EP2567030A1/fr
Application granted granted Critical
Publication of EP2567030B1 publication Critical patent/EP2567030B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0407—Metal rails
    • E01F15/0438—Spacers between rails and posts, e.g. energy-absorbing means
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/025—Combinations of at least two of the barrier member types covered by E01F15/04 - E01F15/08, e.g. rolled steel section or plastic strip backed up by cable, safety kerb topped by rail barrier

Definitions

  • the invention relates to a safety barrier according to the preamble of claim 1.
  • Such a protective barrier is off EP 1 722 037 B1 known.
  • Such guard rails are sometimes referred to as traffic guidance devices. These are identical items.
  • the profile steel post in this case has a flange on its front side facing the guard rail spar, wherein the mounting bracket is arranged on the front flange. If the post is bent on impact of a vehicle, there is a risk that the mounting bracket torn from the front flange and thus the tension member is ineffective.
  • a vehicle restraint system whose guardrail is supported by posts via spacers.
  • a tension belt is attached to the back of the spacers.
  • the spacers are fixed to the posts via U-shaped connecting claws.
  • the connecting claws are fastened laterally with bolts and nuts to the spacers.
  • the EP 1 921 211 A1 discloses a traffic guidance device comprising a pillar-mounted guardrail. To stabilize the supports, two pull anchors are attached to the supports above the guardrail. The train anchors are threaded rods.
  • the object of the invention is to provide a protective barrier high protection effect, which can be created in particular by retrofitting already existing crash barriers.
  • the profile steel post has a remote from the guard rail spar, outer or rear flange.
  • the mounting bracket has a central portion for receiving the threaded rod and on both sides of the central portion depending on a screwed to the outer flange of the post end portion.
  • guard rail on standard spacers, which are provided for attachment to the post with a leg which is screwed to the outer flange of the post.
  • the spacers are designed by their attachment to the guard rail spar and their training so that in an impact of the guard rail spar is pivoted upward so that larger vehicles can slide along the spar until they can stand.
  • the bolted to the post leg on the spacer is then bent during impact, where it forms the pivot axis for pivoting the guard rail spar.
  • the second, lower end portion of the mounting bracket is preferably bolted to the outer flange of the post under the leg of the spacer. It is therefore arranged on the outside of the outer flange.
  • posts are used with a sigma profile, which have a second, facing the guard rail, inner or front flange in addition to the remote from the guard rail, the outer flange.
  • the second, lower end portion of the mounting bracket is screwed with a screw, which passes through both the outer and the inner flange of the post.
  • This screw can also be used to stiffen the post to prevent the post from being knocked off in a crash.
  • two nuts can be screwed onto the screw, which are respectively supported on the inside of the outer flange and on the inside of the inner flange of the post.
  • the screw extends through a spacer sleeve which extends between the inside of the outer flange and the inside of the inner flange of the post.
  • the leg on the spacer, with which the one end portion of the mounting bracket is screwed, is preferably by a Klam mer, as used by default for attachment of the spacer to the profile post, in particular the sigma post of a guardrail.
  • the second leg of this clip is preferably bolted to the inner flange of the profile post. The screw is designed so that it tears when swinging the spacer in an impact.
  • the mounting bracket which preferably consists of flat steel, preferably overlaps a plurality of threads of the threaded rod. That is, the bracket is formed as a clamp and has, for example, a width of 20 to 70 mm.
  • the mounting bracket thus has a resistance to failure, which is significantly higher than, for example, a bracket made of a curved rod.
  • the mounting bracket has on both sides of the arcuate portion which receives the threaded rod, each having an end portion which lie flat, namely the upper end portion preferably on the outer leg of the clip and the lower end portion preferably below it on the outside of the outer flange of the post.
  • the trained as a clamp mounting bracket makes the dynamic movement of the threaded rod. It successively reduces the forces or energy of the impact, because it is flexible and not rigid.
  • the existing flat steel mounting bracket has a kind of spring action.
  • the arcuate portion of the bracket is formed with a diameter corresponding to the diameter of the threaded rod diameter.
  • the threaded rod is free, flexible and dynamically movable, it can absorb and forward the energy and the forces of the impact.
  • the deformation of the threaded rod is not limited or blocked, but a flexible movement depending on the forces acting, so a dynamic deformation and transmission of the impact forces by the threaded rod is possible.
  • the deformation of the pillars in the event of a collision is considerably lower, even if the guard rail spar has been strongly pressed in. Since the posts are less deformed and thus less bent in the direction of impact, the guard rail according to the invention as a whole withstands an impact much better.
  • the spacer has a tab for fastening a guy belt at its rear end facing away from the guard rail spar.
  • the guard rails, the spacers and the posts are preferably formed from steel profiles, in particular hot-dip galvanized steel profiles, in particular from a W-profile for the spars and a profile with preferably an upper and a lower flange for the spacers, as in the distance protection planks installed today common.
  • the distance protection plank can be designed as a simple distance protection plank with rammed into the ground posts, as a simple distance protection plank on bridges and other engineering structures, as a double distance protection plank with rammed into the ground pillars or as a double distance protection plank on bridges and other engineering structures.
  • the posts can be mounted on a base plate, such as a concrete foundation, z. B. bolted or embedded in the ground to secure it to the ground and supported.
  • a base plate such as a concrete foundation, z. B. bolted or embedded in the ground to secure it to the ground and supported.
  • threaded rods for the tension member threaded rods made of steel are preferably used, as z. B. come standard in the reinforcement and geotechnical equipment used. These threaded rods have a coarse thread with flats on opposite sides.
  • the diameter of the threaded rods may for example be 12 to 40 mm, the height of the threaded ribs, for example, 0.6 to 4 mm and the distance between the thread ribs, for example, 0.5 to 2.5 cm from rib center to rib center. It can be z.
  • a commercially available steel threaded rod are used, for example, has a yield strength of 200 to 800 N / mm2 and a tensile strength of 300 to 1200 N / mm2.
  • a threaded rod and a smooth rod can be used, which is provided at the end portions with a thread.
  • the threaded rods are preferably connected with screw sleeves to form an endlessly screwable tension member.
  • the threaded sleeve holds the threaded rods to be connected together.
  • lock nuts on both sides each Screw socket can be prevented pulling out the threaded rods from the screw sleeve.
  • the lock nuts reduce the thread clearance, ie the movement of the threaded rods in the screw socket. They serve as a position backup.
  • the spacer may have a length of for example 20 to 100 cm, in particular 30 to 50 cm.
  • the posts can, as usual, be arranged at a distance of 1 to 4 meters.
  • FIG. 1 and 2 a conventional guard rail 1 is shown, as shown for example in " Guidelines for passive safety barriers on roads "of the Road and Traffic Research Association, Traffic Management and Traffic Safety Working Group, Edition 1989 on page 8 is shown and described.
  • the guardrail 1 is attached to the roadway edge 2 of a roadway 3.
  • the guard rails 4 are arranged, which are fixed with spacers 5 to posts 6, which are embedded in the ground at the roadside edge 2, to support and secure.
  • posts 6 At their side facing away from the roadway 3 side of the posts 6 are connected by guy belts 7 together.
  • the spacer 5 consists of a bent sheet steel part. He has at its upper edge a web 8 and at its lower edge a web 9 and in between a plate-shaped portion 10.
  • the guard rail spar 4 is formed by a standard guard rail. That is, it has a longitudinal groove 12 open towards the roadway. On the plate-shaped portion 10 of the spacer 5, a tab 13 is provided to connect the guard rail in the region of the bottom of the groove 12 with a screw 14 with the spacer 5.
  • the webs 8, 9 are above or below the longitudinal groove 12 on the inside of the guard rail 4 at.
  • the posts 6 are made of section steel, namely a sigma profile. That is, they have a remote from the guard rail spar 4, outer or rear flange 15 and the guard rail spar 4 facing inner flange 16.
  • the spacer 5 is fixed to the post 6 with a bracket 17.
  • the bracket 17 has an outer leg 18 which abuts flat against the outer side of the outer flange 15 of the post 6, and an inner leg 19 which on the Outside of the inner flange 16 of the post 6 rests flat.
  • the one-piece bracket 17 has a plate-shaped intermediate portion 20 which rests flat against the plate-shaped portion 10 of the spacer 5 and is rotatably connected thereto by screws 21.
  • Inwardly bent tabs 23, 24 are provided, which engage over the upper edge of the flange 15 and 16 of the post 6.
  • the outer leg 18 of the bracket 17 is fastened with a screw 25 to the outer flange 15 of the post 6 and the inner leg 19 with a screw 26 on the inner flange 16th
  • the guy belt 7 is attached to a tab 27 of the spacer 5 with a screw 28.
  • guard rail 1 essentially corresponds to a guard rail, as it is installed on roads today.
  • the retrofitted guardrail 1 a tension member 29 made of threaded sleeves 32 threaded rods 30 which are secured with mounting brackets 33 on the outside of the outer flanges 15 of the post 6.
  • the mounting bracket 33 is formed as a one-piece clamp. That is, it is made of flat steel and has a width b ( FIG. 4 ), for example, 20 to 70 mm, so that it extends over at least two threads of the threaded rod 30.
  • the thickness d ( FIG. 3 ) of the flat steel may be, for example, 2 to 6 mm.
  • the mounting bracket 33 consists of a central U-shaped portion 34 and two end portions 35, 36th
  • the middle section 34 settles, as in particular FIG. 3 can be seen, from an arcuate portion 37 and two substantially plane-parallel portions 38, 39 together, which connect the arcuate portion 37 with the one or the other end portion 35, 36.
  • the arcuate portion 37 which has an inner diameter D corresponding to the outer diameter of the threaded rod 30, extends over an angle a of more than 180 ° C, so for example 210 ° around the circumference of the threaded rod 30th
  • the end portions 35 and 36 of the mounting bracket 33 are substantially perpendicular to the portions 38, 39 of the U-shaped portion 34.
  • the upwardly extending from the U-shaped portion 34 end portion 35 is located on the outside of the outer leg 18 of the clip 17 flat, while the extending from the U-shaped portion 34 downwardly extending end portion 36 on the outside of the outer flange 15 of the post 6 is flat, as in particular from Figures 2 and 3 seen.
  • the threaded rod 30 is disposed from the outer leg 18 of the bracket 17 and the outer flange 15 of the post 6 at a distance, for example, half the outer diameter of the threaded rod 30th or more.
  • Both end portions 35, 36 of the mounting bracket 33 are bolted to the post 6.
  • the one, upper end portion 35 of the mounting bracket 33 which rests against the outer leg 18 of the bracket 17, bolted to the screw 25 with the outer flange 15 of the post 6, which passes through the outer leg 19 of the bracket 17.
  • the screw 41 extends through a between the inside of the outer and the inner flange 15, 16 extending spacer sleeve 42, for example made of steel.
  • each screw sleeve 32 are screwed on one or the other of the associated threaded rods 30 not shown lock nuts.
  • the guard rail 4 Upon impact of a vehicle, the guard rail 4 is pivoted upward in accordance with the arrow P, wherein the pivot axis which extends in the longitudinal direction of the protective barrier 1, in the region of the leg 18 of the bracket 17 is located.
  • the connection of the inner leg 19 of the bracket 17 with the inner flange 16 of the post 6 by the screw 26 can thereby break.
  • the connection of the outer flange 15 of the post 6 with the outer leg 18 of the bracket 17 by the screw 25 is maintained due to the support of the threaded rod 30.
  • a large vehicle such as a bus or truck, in an impact along the guard rail spar 4 slide until it comes to a stop.
  • the screw 41 is formed as a socket screw with hexagon socket or generally polygon socket and spring washer and hex nut as locknut, as well as the screws 25, 26 and 28 to the tight space conditions to take into account.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Road Signs Or Road Markings (AREA)

Claims (11)

  1. Glissière de sécurité destinée à une implantation sur la bordure (2) d'une piste cyclable,
    a. comprenant un longeron (4) de glissière de sécurité orienté vers la piste cyclable (3), qui est fixé à des poteaux (6) s'appuyant au sol avec des éléments d'écartement (5),
    i. le poteau (6) présentant un flanc (15) externe orienté à l'opposé du longeron (4) de la glissière de sécurité et l'élément d'écartement (5) présentant une patte (18), qui est fixée au flanc (15) externe du poteau (6), et
    b. comprenant un organe de traction (29) s'étendant le long de la glissière (1) de sécurité,
    i. l'organe de traction (29) étant constitué de barres filetées (30) reliées entre elles,
    caractérisée en ce que
    c. les barres filetées (30) sont fixées sur les poteaux (6) avec des étriers (33) de fixation,
    d. l'étrier (33) de fixation présente une section centrale (34), destinée à l'admission de la barre filetée (30), et, de part et d'autre de la section centrale (34), une première, respectivement, une seconde, section (35, 36) vissée, chacune, avec le poteau (6), et
    e. la seconde section (36) de l'étrier (33) de fixation est vissée avec une vis (41) qui traverse le flanc externe et un flanc interne (15, 16) du poteau (6).
  2. Glissière de sécurité selon la revendication 1, caractérisée en ce que les poteaux (6) sont en acier profilé.
  3. Glissière de sécurité selon les revendications 1 ou 2, caractérisée en ce que la première section (35) d'extrémité de l'étrier (33) de fixation est vissée à l'aide d'une vis (25), qui traverse la patte (18) au niveau de l'élément d'écartement (5).
  4. Glissière de sécurité selon la revendication 3, caractérisée en ce que la seconde section (36) d'extrémité de l'étrier (33) de fixation est fixée en dessous de la patte (18) sur l'élément d'écartement (5) au niveau du flanc (15) externe du poteau (6).
  5. Glissière de sécurité selon l'une des revendications précédentes, caractérisée en ce que le flanc (16) interne est orienté vers le longeron (4) de la glissière de sécurité.
  6. Glissière de sécurité selon l'une des revendications 1, 3 ou 4, caractérisée en ce que la vis (41) qui traverse les flancs (15, 16) externe et interne du poteau (6) dépasse d'une douille entretoise (42) s'étendant entre la face interne des flancs (15, 16) externe et interne du poteau (6).
  7. Glissière de sécurité selon l'une des revendications précédentes, caractérisée en ce que la patte (18) est formée par une agrafe (17) fixée sur l'élément d'écartement (5), agrafe dont l'autre patte (19) est reliée avec le flanc (16) interne du poteau (6).
  8. Glissière de sécurité selon l'une des revendications précédentes, caractérisée en ce que le poteau (6) présente un profil en sigma.
  9. Glissière de sécurité selon l'une des revendications précédentes, caractérisée en ce que l'étrier (33) de fixation présente une largeur (b) telle qu'il recouvre plusieurs pas de filetage de la barre filetée (30).
  10. Glissière de sécurité selon l'une des revendications précédentes, caractérisée en ce qu'à l'extrémité arrière de l'élément d'écartement (5), opposée par rapport au longeron (4) de la glissière de sécurité, une languette (27) est prévue pour la fixation d'une sangle (7) de tension.
  11. Glissière de sécurité selon l'une des revendication 1, 3 ou 4, caractérisée en ce que la vis (4), avec laquelle la seconde section (36) d'extrémité de l'étrier (33) de fixation est vissée, et qui traverse le flanc (15) externe et le flanc (16) interne du poteau (6), est conçue sous la forme d'une vis à tête cylindrique à multipans intérieurs.
EP11718039.8A 2010-05-04 2011-05-03 Glissière de sécurité Active EP2567030B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI201130290T SI2567030T1 (sl) 2010-05-04 2011-05-03 Varnostna ograja

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE201010019216 DE102010019216A1 (de) 2010-05-04 2010-05-04 Schutzplanke
PCT/EP2011/056988 WO2011138291A1 (fr) 2010-05-04 2011-05-03 Glissière de sécurité

Publications (2)

Publication Number Publication Date
EP2567030A1 EP2567030A1 (fr) 2013-03-13
EP2567030B1 true EP2567030B1 (fr) 2014-07-30

Family

ID=44260776

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11718039.8A Active EP2567030B1 (fr) 2010-05-04 2011-05-03 Glissière de sécurité

Country Status (6)

Country Link
EP (1) EP2567030B1 (fr)
DE (1) DE102010019216A1 (fr)
HR (1) HRP20140987T1 (fr)
RS (1) RS53675B1 (fr)
SI (1) SI2567030T1 (fr)
WO (1) WO2011138291A1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011007536A1 (de) 2011-04-15 2012-10-18 Stahlwerk Annahütte Max Aicher GmbH & Co KG Verkehrs-Leit-System mit Aussteifungs-Elementen
CZ2012804A3 (cs) * 2012-11-19 2014-01-22 ÄŚĂ­hal Záchytný systém zejména na silnice a mosty

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005039705A1 (de) 2005-05-10 2006-11-16 Durabel Baubedarf Gmbh Verkehrs-Leit-Einrichtung
DE102006052911A1 (de) 2006-02-06 2007-09-20 TOGE-Dübel A. Gerhard KG Verkehrs-Leit-Einrichtung
EP1832681A1 (fr) * 2006-03-09 2007-09-12 Tubosider S.p.A. Barrière routière renforcée
DE502007000402D1 (de) 2006-11-08 2009-03-12 Toge Duebel A Gerhard Kg Verkehrs-Leit-Einrichtung
DE102007050028A1 (de) 2007-10-17 2009-04-30 Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co Kg Fahrzeugrückhaltesystem

Also Published As

Publication number Publication date
EP2567030A1 (fr) 2013-03-13
HRP20140987T1 (hr) 2014-11-21
RS53675B1 (en) 2015-04-30
DE102010019216A1 (de) 2011-11-10
WO2011138291A1 (fr) 2011-11-10
SI2567030T1 (sl) 2014-11-28

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