EP1876301B1 - Agencement de liaison entre une entretoise ou un écarteur portant une barrière de sécurité et un poteau - Google Patents

Agencement de liaison entre une entretoise ou un écarteur portant une barrière de sécurité et un poteau Download PDF

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Publication number
EP1876301B1
EP1876301B1 EP07009905A EP07009905A EP1876301B1 EP 1876301 B1 EP1876301 B1 EP 1876301B1 EP 07009905 A EP07009905 A EP 07009905A EP 07009905 A EP07009905 A EP 07009905A EP 1876301 B1 EP1876301 B1 EP 1876301B1
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EP
European Patent Office
Prior art keywords
legs
post
sliding elements
studs
arrangement according
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.)
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Application number
EP07009905A
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German (de)
English (en)
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EP1876301A1 (fr
Inventor
Karl-Heinz Dipl.-Ing. Schmitt
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.)
SPIG Schutzplanken Produktions GmbH and Co KG
Original Assignee
SPIG Schutzplanken Produktions GmbH and Co KG
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.)
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Publication date
Application filed by SPIG Schutzplanken Produktions GmbH and Co KG filed Critical SPIG Schutzplanken Produktions GmbH and Co KG
Priority to PL07009905T priority Critical patent/PL1876301T3/pl
Publication of EP1876301A1 publication Critical patent/EP1876301A1/fr
Application granted granted Critical
Publication of EP1876301B1 publication Critical patent/EP1876301B1/fr
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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
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0461—Supports, e.g. posts

Definitions

  • the invention relates to a connection arrangement between a front side a guard rail of a guard rail bearing spacer or spacer and a cross-section C or sigma-shaped post according to the features in the preamble of claim 1.
  • connection arrangement counts within the scope of DE 36 40 821 C1 to the state of the art. It comprises all the features of the preamble of claim 1. It comprises between the legs of a releasably connected with a spacer, in cross-section C-shaped claw and the legs of the gripped by the claw and coupled thereto via predetermined breaking screws, in cross section sigmoidal post plate-like sliding elements a weather and UV resistant plastic.
  • the sliding elements are associated with grooves provided with pins, which engage in holes in the legs of the post latching.
  • the impact energy causes a bending of the comparatively soft posts.
  • the protective barrier strand is wound around its longitudinal axis and there is an upward force at the attachment points between the jaws and the posts.
  • the predetermined breaking screws are destroyed.
  • the roadway facing away from the protective barrier strand is pressed down to the ground and thereby supports the road facing the protective barrier strand on the spacers.
  • the entire guard rail assembly may bend as required.
  • the impact energy is reduced in the desired manner without spring-back effect and guided the impacting motor vehicle along the roadside protective barrier strand. Since the road facing protective barrier strand runs due to the distortion of the guard rail assembly about its longitudinal axis now higher than originally arranged, it is impossible that an impacting motor vehicle can cross this protective barrier.
  • the invention is - based on the state of the art - the object of providing a connection arrangement between a frontally a guard rail of a guard rail bearing spacer or spacer and a cross-section C or sigma-shaped post, in which the slip behavior of the claws in a crash between a vehicle and a guard rail is improved.
  • the core idea of the invention is the formation of conical transitions between the annular grooves on the journal and their surfaces facing the sliding elements. Due to this design, the play between a claw and a post can be minimized. The slip behavior of the claw upon impact of a motor vehicle on a protective barrier is significantly improved in this way.
  • the ratio of the largest diameter of the transitions to the diameter of the annular grooves about as 1.5 to 1.75: 1, preferably about as 1.65: 1 dimensioned is.
  • the adjoining the annular grooves heads of the pins are conical, the assembly of the sliding elements on the legs of the posts is facilitated.
  • the annular grooves ensure proper locking of the sliding elements on the posts.
  • the features of claim 9 advantageously provide that the guard rails have a substantially W-shaped cross-section, which from a central bottom, from the bottom of diverging webs, from the end the webs provided arcuate crests and adjoining the crests, in opposite directions V-shaped to the webs extending legs is formed, which end approximately in a plane in which the bottom extends, said end of the leg directed away from the ground approaches are provided, connect to the extending approximately in the direction of the legs end strips.
  • Such a protective barrier has a higher resistance moment, in the X, Y and Z directions.
  • the resistance to distortion of the guardrail is significantly improved so that it now also meets the increased requirements of the containment level H2 with respect to a higher retention capacity with problem-free compatibility with the conventional guard rails of the containment level H1 (new installation, repair).
  • the degree of bending of the lugs to the legs or the end strips to the lugs, the required holding capacity of the guardrail can be set even more variable.
  • Another significant advantage is that the stackability is maintained as in the known barriers of the containment level H1 by the targeted training of the guardrail with the lugs and the end strips. This not only facilitates a space-saving storage, but also the transport from the warehouse to the mounting points on the motor vehicle roads.
  • the guardrails have a substantially W-shaped cross-section which from a central bottom, from the bottom of diverging webs, from the end the webs provided arcuate crests and adjoining the crests, in opposite directions V-shaped to the webs extending legs is formed, which are divided into base sections and towards the bottom angled end portions whose longitudinal edges end approximately in a plane which also the Ground touched.
  • both the ratio of the width of the end portions to the width of the base portions and the ratio of the distance between the rounded bottom on the one hand and the crests on the other tangent planes to the distance of the crests in their ridge areas intersecting longitudinal planes is about 1: 2.
  • FIG. 1 1 denotes a guard rail arrangement, as used, for example, on a central strip between two mutually spaced lanes of a motor vehicle road used.
  • the guard rail assembly 1 comprises two mutually parallel guard rail strands 2 from shot-wise releasably juxtaposed guard rails 3.
  • the guard rails 3 are bolted together in an end overlap region.
  • the protective barrier strands 2 are fastened to the front of spacers 4 and indeed also with the aid of screw elements and end tabs.
  • the ends 5 of the legs 6 of the spacers 4 summarize in the channels formed by the crests 7 of the guard rails 3 8.
  • Center of the cross-sectionally U-shaped profiled spacers 4 are from the FIGS. 1 and 2 recognizable U-shaped claws 9 attached. The attachment takes place via three mutually offset in a triangle screw 10. For this purpose, located in the jaws 9 and 4 in the spacers three offset holes 11th
  • claws 9 at the upper ends of the cross-sectionally sigmoidal profiled post 12 overlap the claws 9 with their webs 13 and legs 14 and the flanges 15 the posts 12, which are rammed into the soil of the median strip.
  • 12 rectangular plate-shaped sliding elements 22 are incorporated from a weather and UV-resistant plastic between the legs 14 of the jaws 9 and the legs 20 of the post.
  • the plastic may be acrylonitrile, styrene, acrylic ester or copolymers.
  • the FIGS. 3 and 4 show the height H of the sliding elements 22 is about two and a half times their width B.
  • pins 23 are provided at the lower end of the sliding elements 22 .
  • the pins 23 each have a conically shaped head 24, an annular groove 25 adjoining the head 24, and a conical transition 26 between the annular groove 25 and the surface 27 of the sliding element 22 facing it.
  • the height H1 of the transition 26 corresponds to approximately half the width B1 of the annular groove 25. This is in turn equal to the height H2 of the head 24 dimensioned.
  • the ratio of the largest diameter D of the transition 26 to the diameter D1 of the annular groove 25 is dimensioned in the embodiment about as 1.65: 1.
  • they are provided with slots 28 arranged crosswise.
  • the slots 28 extend only through the head 24 and the annular groove 25.
  • the pins 23 are provided with the sliding elements 22 passing through holes 29.
  • each pin 23 on a sliding element 22 extends in the vertical central longitudinal plane VML of the sliding element 22.
  • two oblong holes 30 are provided which extend parallel to one another and are arranged at the same distance from the central longitudinal plane VML .
  • FIG. 2 shows that in the legs 20 of the post 12 is provided in each case one corresponding to the slots 30 of the sliding elements 22 slot 31, while in the legs 14 of the claw 9 each one provided with one of the slots 30 bore 21 is provided.
  • only one type of sliding element 22 is necessary for both legs 14 of the claw 9.
  • the sliding elements 22 are first fixed on the post 12 via the pins 23 and the holes 19. Subsequently, the fixed to a spacer 4 claw 9 is pushed over the post 12, so that the sliding elements 22 between the legs 20 of the post 12 and the legs 14 of the claw 9 pass. Thereafter, the predetermined breaking screws 18 are tightened, whereby the conical junctions 26 press into the holes 19 of the legs 20 of the post 12.
  • a protective barrier 3a has a substantially W-shaped cross-section.
  • the transitions 36 from the bottom 32 to the webs 33 are rounded.
  • the legs 35 end shortly before a plane E - E, in which the bottom 32 extends.
  • End of the legs 35 32 directed away from the bottom lugs 37 are provided, followed by the end strips 38.
  • the angle ⁇ between each of the mutually facing inner sides 39 of the end strips 38 and the plane E - E, in which the bottom 32 extends, is 98.8 ° in the embodiment.
  • the length L of the lugs 37 is about three to four times the thickness D2 of the guardrail 3a. It can also be seen that the angle ⁇ subtended by plane E - E, in which the bottom 32 extends and is enclosed by the lugs 37, is about 15 °.
  • the distance A of the plane E - E, in which the bottom 32 extends to the plane E1 - E1, which touches the crests 34, is greater than the distance A1 to which the longitudinal edges 40 of the end strips 38 tangent plane E2 - E2 dimensioned ,
  • the ratio of the distance A2 on the one hand the crests 34 and on the other hand, the longitudinal edges 40 of the end strips 38 tangent plane E2 - E2 is to the distance A between the slopes 34 tangent plane E1 - E1 and the plane E - E, in which the ground 32 extends approximately as 1 to 0.6.
  • the ratio of the distance D3 between the two longitudinal edges 40 of the end strips 38 to the distance A3 of the longitudinal planes LE - LE and LE1 - LE1 intersecting the crests 34 in their ridge regions 41 is approximately 1.8 to 1.
  • the opening angle ⁇ between the webs 33 and the legs 35 is like the opening angle ⁇ between the webs 33 about 70 °.
  • the bottom 32 has a straight width B2 of 30 mm.
  • a guard rail 3b is similar to the one of FIG. 6 , Again, the cross section is designed substantially W-shaped. It is formed by a central bottom 42, of the bottom 42 of diverging webs 43, provided by the ends of the webs 43 arcuate crests 44 and adjoining the crests 44, in opposite directions V-shaped to the webs 43 extending legs 45.
  • the legs 45 are articulated in base portions 46 and in the direction of the bottom 42 angled end portions 47 whose longitudinal edges 48 terminate in a plane E3 - E3, which also touches the bottom 42.
  • Both the ratio of the width B3 of the end portions 47 of the legs 45 to the width B4 of the base portions 46 and the ratio of the distance A4 between the planes E3 - E3 and E4 - E4 tangent to the rounded bottom 42 on the one hand and the knobs 44 on the other hand to the distance A5 the crests 44 in their ridge regions 49 intersecting longitudinal planes LE2 - LE2 and LE3 - LE3 is approximately 1: 2.
  • the distance D4 of the longitudinal edges 48 from one another is approximately 1.6: 1 to the distance A5 between the longitudinal planes E3-E3 and E4-E4.
  • the opening angle ⁇ between the webs 43 is like the opening angle ⁇ between the webs 43 and the legs 45 about 70 °.
  • the included angle ⁇ between the inner sides 50 of the base portions 46 and the inner sides 51 of the end portions 47 is about 150 °.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Details Of Indoor Wiring (AREA)
  • Insulators (AREA)
  • Snaps, Bayonet Connections, Set Pins, And Snap Rings (AREA)

Claims (10)

  1. Agencement de liaison destiné à être installé entre une entretoise respectivement un écarteur (4) qui porte du côté frontal une barrière de sécurité (3, 3a, 3b) d'une glissière de sécurité (2) et un poteau (12) qui présente en section transversale une forme en C ou en sigma, lequel comprend des éléments coulissants (22) en forme de plaques, en une matière plastique résistant aux intempéries et aux rayonnements ultraviolets, tels que lors de l'utilisation, les éléments coulissants sont agencés entre les branches (14) d'une griffe (9) à section en forme de C reliée de façon détachable à l'entretoise ou l'écarteur (4) et les branches (20) du poteau (12) entouré par la griffe (9) et accouplée à celle-ci/celui-ci via des vis (18) frangibles, et dans lequel, lors de l'utilisation, les éléments coulissants s'engagent en enclenchement au moyen de tenons (23), qui présentent des gorges annulaires (25), dans des perçages (19) dans les branches (20) du poteau (12),
    caractérisé en ce qu'il est prévu des transitions coniques (26) entre les gorges annulaires (25) des tenons (23) et les surfaces (27), tournées vers ceux-ci, des éléments coulissants (22).
  2. Agencement de liaison selon la revendication 1,
    caractérisé en ce que la hauteur (H1) des transitions (26) correspond approximativement à la moitié de la largeur (B1) des gorges annulaires (25).
  3. Agencement de liaison selon la revendication 1 ou 2,
    caractérisé en ce que le rapport du plus grand diamètre (D) des transitions (26) sur le diamètre (D1) des gorges annulaires (25) est de l'ordre de 1,5 à 1,75:1, de préférence environ 1,65:1.
  4. Agencement de liaison selon l'une des revendications 1 à 3,
    caractérisé en ce que les têtes (24) des tenons (23) qui font suite aux gorges annulaires (25) sont réalisées coniques.
  5. Agencement de liaison selon l'une des revendications 1 à 4,
    caractérisé en ce que les tenons (23) sont pourvus de fentes (28) agencées en croix.
  6. Agencement de liaison selon l'une des revendications 1 à 5,
    caractérisé en ce que les tenons (23) sont pourvus de perçages (29) qui traversent également les éléments coulissants (22).
  7. Agencement de liaison selon l'une des revendications 1 à 6,
    caractérisé en ce que les éléments coulissants (22) sont réalisés sous forme de rectangle allongé, et les tenons (23) sont prévus à une extrémité des éléments coulissants (22).
  8. Système comprenant un agencement de liaison selon l'une des revendications 1 à 7, et comprenant un poteau et une griffe tels que définis dans la revendication 1,
    caractérisé en ce que les éléments coulissants (22) sont pourvus de trous oblongs (30) disposés les uns à côté des autres dans les zones de surface (27) au-dessus des tenons (23), tandis que les griffes (9) présentent dans leurs branches (14) un perçage respectif (21) qui correspond aux trous oblongs (30), et le poteau (12) présente dans ses branches (20) un trou oblong respectif (31) qui coïncide avec l'un des trous oblongs (30).
  9. Système comprenant un agencement de liaison selon l'une des revendications 1 à 8 et comprenant des barrières de sécurité telles que définies dans la revendication 1,
    caractérisé en ce que les barrières de sécurité (3a) présentent une section transversale sensiblement en forme de W, formée par un fond central (32), par des barrettes (33) qui divergent à partir du fond (32), par des calottes de forme arquée (34) prévues à l'extrémité des barrettes (33), et par des branches (35) qui se raccordent aux calottes (34) et s'étendent en forme de V en sens opposé aux barrettes (33), lesdites branches se terminant approximativement dans un plan (E-E) dans lequel s'étend aussi le fond (32), et à l'extrémité des branches (35) sont prévus des talons (37) orientés en éloignement du fond (32) et auxquels se raccordent des barrettes terminales (38) qui s'étendent approximativement en direction des branches (35).
  10. Système comprenant un agencement de liaison selon l'une des revendications 1 à 8, et comprenant des barrières de sécurité telles que définies dans la revendication 1,
    caractérisé en ce que les barrières de sécurité (3b) présentent une section transversale sensiblement en forme de W, formée par un fond central (42), par des barrettes (43) qui divergent à partir du fond (42), par des calottes de forme arquée (44) prévues à l'extrémité des barrettes (43), et par des branches (45) qui se raccordent aux calottes (44) et s'étendent en forme de V en sens opposé aux barrettes (43), lesdites branches étant subdivisées en tronçons de base (46) et en tronçons d'extrémité (47) repliés en direction du fond (42), dont les arêtes longitudinales (48) se terminent approximativement dans un plan (E3-E3) qui est également tangent au fond (42), et aussi bien le rapport de la largeur (B3) des tronçons d'extrémité (47) sur la largeur (B4) des tronçons de base (46) que le rapport de la distance (A4) entre les plans (E3-E3 et respectivement E4-E4) qui sont tangents d'une part au fond arrondi (42) et d'autre part aux calottes (44) sur la distance (A5) des plans longitudinaux (LE2-LE2 et respectivement LE3-LE3) qui recoupent les calottes (44) dans leurs zones de sommet (49), s'élève à environ 1:2.
EP07009905A 2006-07-06 2007-05-18 Agencement de liaison entre une entretoise ou un écarteur portant une barrière de sécurité et un poteau Active EP1876301B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL07009905T PL1876301T3 (pl) 2006-07-06 2007-05-18 Układ łączący między podpierającą pasmo ochronnych barier drogowych rozpórką, względnie elementem dystansowym a słupkiem

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102006031504A DE102006031504B3 (de) 2006-07-06 2006-07-06 Verbindungsanordnung zwischen einem einen Schutzplankenstrang tragenden Abstandshalter bzw. Distanzstück und einem Pfosten

Publications (2)

Publication Number Publication Date
EP1876301A1 EP1876301A1 (fr) 2008-01-09
EP1876301B1 true EP1876301B1 (fr) 2008-12-17

Family

ID=38329553

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07009905A Active EP1876301B1 (fr) 2006-07-06 2007-05-18 Agencement de liaison entre une entretoise ou un écarteur portant une barrière de sécurité et un poteau

Country Status (5)

Country Link
EP (1) EP1876301B1 (fr)
AT (1) ATE417964T1 (fr)
DE (2) DE102006031504B3 (fr)
ES (1) ES2317606T3 (fr)
PL (1) PL1876301T3 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007050028A1 (de) * 2007-10-17 2009-04-30 Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co Kg Fahrzeugrückhaltesystem
PL412418A1 (pl) 2015-05-21 2016-12-05 Stalprodukt Spółka Akcyjna Element absorbujący drogowej bariery ochronnej oraz drogowa bariera ochronna zawierająca taki element absorbujący
CN107700389A (zh) * 2017-10-25 2018-02-16 刘创 一种便于安装的道路隔离栏

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3243858A (en) * 1964-05-08 1966-04-05 United Carr Inc Fastener components adapted for electronic heat sealing
FR2134575A1 (fr) * 1971-04-28 1972-12-08 Raymond A Ste
DE3640821C1 (en) * 1986-11-28 1988-03-24 Spig Schutzplanken Prod Gmbh Protective barrier arrangement
US5113553A (en) * 1990-09-18 1992-05-19 Hutchinson T Gordon Fastening device
FR2704012A1 (fr) * 1993-04-16 1994-10-21 Solosar Agencement de glissière de sécurité.
DE4432996A1 (de) * 1994-09-16 1996-03-21 Hilti Ag Befestigungsmutter für Profilschienen
CA2270085A1 (fr) * 1999-04-23 2000-10-23 Constantinos J. Joannou Mecanisme de fixation de verrou pour toles minces
CN1646234A (zh) * 2002-04-09 2005-07-27 名古屋油化株式会社 遮蔽材
EP1619310A1 (fr) * 2004-07-19 2006-01-25 Volkmann & Rossbach GmbH & Co. KG Glissière de sécurité pour un système de retenue d'un véhicule

Also Published As

Publication number Publication date
DE102006031504B3 (de) 2007-09-06
PL1876301T3 (pl) 2009-06-30
EP1876301A1 (fr) 2008-01-09
ES2317606T3 (es) 2009-04-16
DE502007000297D1 (de) 2009-01-29
ATE417964T1 (de) 2009-01-15

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