EP0761889B1 - Disposition de barrière routière - Google Patents

Disposition de barrière routière Download PDF

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Publication number
EP0761889B1
EP0761889B1 EP96112712A EP96112712A EP0761889B1 EP 0761889 B1 EP0761889 B1 EP 0761889B1 EP 96112712 A EP96112712 A EP 96112712A EP 96112712 A EP96112712 A EP 96112712A EP 0761889 B1 EP0761889 B1 EP 0761889B1
Authority
EP
European Patent Office
Prior art keywords
posts
shaped profile
shaped
arrangement according
protective barrier
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.)
Expired - Lifetime
Application number
EP96112712A
Other languages
German (de)
English (en)
Other versions
EP0761889A1 (fr
Inventor
Karl-Heinz 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.)
Filing date
Publication date
Priority claimed from DE19536915A external-priority patent/DE19536915C2/de
Application filed by SPIG Schutzplanken Produktions GmbH and Co KG filed Critical SPIG Schutzplanken Produktions GmbH and Co KG
Publication of EP0761889A1 publication Critical patent/EP0761889A1/fr
Application granted granted Critical
Publication of EP0761889B1 publication Critical patent/EP0761889B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E01F15/0423—Details of rails
    • E01F15/043—Details of rails with multiple superimposed members; Rails provided with skirts

Definitions

  • Guardrail arrangement In the case of one arranged to the side of a lane Guardrail arrangement is known on the road surface facing side from next to the road in the ground spaced I-shaped posts both in the mid-range and at to provide the upper end in cross-section C-shaped profile strands ("Guidelines for the implementation of guardrails", Swiss Federal Office for Road Construction, edition 1982, Chapter 4.5, page 70).
  • Set the profile strands composed of individual profile shots that have no head start put together and by internal tabs are screwed together.
  • the open pages the profile strands face the posts. Your to the Short flanges lying through mullions are through tabs and Screw bolts clamped to the posts.
  • Profile strands are screwed onto tubular buffers.
  • the longitudinal axes of the buffers run vertically. Their height is smaller than the height of the profile strand.
  • the buffers are arranged in transverse planes, in which the webs of the posts extend, as well in transverse planes between the posts.
  • the buffer On the carriageway side, the buffer is a W-shaped cross section Guardrail strand screwed on.
  • the guardrail line like the profile strands, it consists of individual guardrail sections together, which are screwed together.
  • To brace the guardrail line are short rectangular profile pieces between the buffers and the Guardrail line integrated. These profile pieces will when screwing the guardrail string to the Buffering specified. Your horizontally aligned Legs reach into longitudinal recesses facing away from the road of the guardrail line.
  • the invention is based on the prior art Task based on the known guardrail arrangement further develop that they are double-sided Construction for narrow median strips in particular between two lanes with oncoming traffic under the conditions of the trial TB 61 can be used.
  • the trial TB 61 means that a vehicle with a Total weight of 16,000 kg under an impact angle of 20 ° at a speed of 80 km / h against the Guard rail arrangement is hurled.
  • the Guardrail arrangement an energy of approximately 420,000 N to record. This value is about twice as high that of trial TB 51.
  • the invention now achieves this in that the upper ends of the posts on both sides C-shaped profile strands provided this with the post at least indirectly via predetermined breaking points and across transverse Coupling links are interconnected.
  • Such Design leads to an impact and itself then the two posts bending away from the roadway upper profile strands can come loose from the posts, because they're part of a longitudinally stretched one Harnesses strive to maintain their stretched position.
  • the cross connection of the profile strands through the coupling elements helps that the not the profile strand facing away from the road with the posts is bent sideways and down and then no longer contribute to the absorption of the impact energy can.
  • the invention thus creates a compact, stable fall arrester in the area of the upper ends of the posts, which can still easily detach from the posts and as Part of the guardrail arrangement is the inclusion of a Energy of approximately 420,000 N guaranteed.
  • the invention makes it particularly advantageous Way, an effective guard rail arrangement even on such to arrange narrow median strips, the two at height level separate different lanes. It is only necessary to do the roughly middle height range of profile strands attached to the posts and those with these over the tubular buffers connected guardrail lines in height accordingly to be staggered.
  • Guard rail arrangement is made according to the characteristics of claim 2 seen in that at the upper ends the post-provided C-shaped profile strands of U-shaped brackets in the area of the posts are over and / or under attacked. This makes the compactness of the fall arrester even further increased. Furthermore can the two profile strands after a separation from the posts, bulging the webs of the brackets ultimately support each other, so that this Rigidity of the two profile strands and the brackets existing containment belt further increased becomes. The brackets are connected to the posts Not.
  • Another embodiment of the invention consists of the features of claim 3 in that the coupling links as spacers in the C-shaped profile strands are trained. The connection is not made here the profile strands with the posts. That's what they're for Spacers connected to the posts.
  • the spacers according to claim 4 are useful with screwed U-profiles and on the front the profiles attached, with the C-shaped profile strands connected tabs formed.
  • the C-shaped profile strands therefore have no direct connection of their own with the posts. Rather, this is done exclusively by the spacers.
  • the coupling links are screwed to the profile strands.
  • the fittings then lie when using U-shaped Brackets both in the area of the horizontal webs Profile strands as well as the outside vertical Leg. If spacers are used, so are this over the tabs with the outside legs screwed.
  • the posts preferably have a C or sigma-shaped cross-section, being accordingly the length of the respective local requirements are.
  • the open areas of the posts show in the longitudinal direction of the median.
  • the definition of the middle height of the posts provided C-shaped profile strands on the posts preferably according to the features of claim 8.
  • special clamp hooks are used.
  • the Clamping hooks can e.g. an integrated threaded sleeve with have an internal thread for a screw bolt.
  • the bolt is made from the inside of a profile strand rotated into the threaded sleeve and pulls over the Hook the profile strand to the post.
  • the Hook have a wedge-shaped hook mouth with which he engages over a flange of the post. It is convenient two clamping hooks one above the other. The heads of the two Screw bolts are then supported on a tab, which on the inside of the flanges of the profile strand comes to lie.
  • the clamp hooks can also have through holes having sleeves connected in one piece be inserted through the bolts that either in threaded holes, which in the to the Flanges of the profile strands coming into contact with the system are provided, or it is on the thread of the Bolt nuts turned, which are then attached to the tabs issue.
  • the clamping hooks are preferably made of a corrosion-resistant one Material such as brass.
  • a corrosion-resistant one Material such as brass.
  • FIG. 5 illustrates a median strip 1a between two are at different levels Roads 2a, 3a.
  • FIGS. 1 to 4 they are the same middle height range of the posts 4 on both sides in vertical cross section C-shaped profile strands 7 on the Post 4 attached.
  • the profile strands 7 are fixed with the aid of tabs 9, clamping hook 10, bolts 11 and plastic plates 12.
  • the clamping hook 10 are made up of a Threaded sleeve 13 and from one with the threaded sleeve 13th integrally connected hook 14 with a rectangular Hook jaw 47 together.
  • the clamping hook 10 consist of Brass.
  • the clamping hooks 10a instead of the rectangular hook jaw shown in FIG. 6 47 for a flange 15 of a post 4 also wedge-shaped Have hook jaws 47a.
  • the tabs 9a can also have through holes have, so that then on the free ends 63rd the bolt 62 nuts are inserted.
  • the profile strands 7 consist of individual profile sections 19, which are screwed together at the end (FIG 1).
  • profile strands 7 are in height smaller than the profile strands 7 sized tubular Buffer 21 with vertical axes 22 through bolts 23 attached.
  • the bolts 23 are in FIGS. 2, 5 and 8 indicated in dash-dotted lines.
  • the side of the buffers 21 are integrated with trapezoidal profile pieces 24 with an approximately depth T the post 4 ( Figure 6) corresponding width in vertical Cross section W-shaped guardrail strands 25 attached.
  • the guardrail strands 25 consist of how Figure 1 can be seen from individual guardrail sections 26, which are screwed together.
  • the connection of the guardrail strands 25 with the profile pieces 24 and the buffers 21 is carried out from the figure 2 illustrated in phantom Bolts 27 and short tabs 28 which in the Longitudinal channels 29 of the guardrail strands 25 are inserted.
  • Both sides of the upper ends 34 of the posts 4 are both in the embodiment of Figures 1 to 4 as well the embodiment of Figure 5 C-shaped profile strands 35 corresponding to the C-shaped profile strands 7 in the middle Fixed height range.
  • the attachment of the top Profile strands 35 on the post 4 is carried out with the help of Tabs 9 and bolts 36 as predetermined breaking points.
  • the legs 18 of the posts 4 and the outer sides of the flanges 37 of the profile strands 35 ( Figure 4) still incorporated plastic plates 38, which prevent direct friction from steel to steel.
  • the upper profile strands 35 are in the vertical Cross-sectional plane of the posts 4 of U-shaped brackets 39 attacked.
  • the brackets 39 are both about the Web 40 and the side legs 41 with the Top sides of the profile strands 35 as well as with their vertical Screwed sides.
  • the screw connections 42 are in Figures 2 and 5 by dash-dotted lines indicated.
  • brackets 43 are also over their webs 44 and their legs 45 with the undersides and the vertical sides of the profile strands 35 screwed.
  • the screw connections 46 are dotted lines Lines indicated in Figures 2 and 5.
  • the lower Brackets 43 lie next to the post 4. It can but also 4 brackets 43 on both sides of the posts be provided.
  • guardrail arrangement SPA for example, of a vehicle with a Total weight of 16,000 kg under a collision angle of Started 20 ° at a speed of 80 km / h, see above are, as can be seen from Figure 3, in the impact area lying post 4 in the direction of impact APR turned.
  • Figure 3 shows that at one Impact the between the post 4 and the no closer illustrated areas of the vehicle Guardrail line 25, profile pieces 24, buffers 21 and areas of the profile strands 7 are deformed, wherein on the basis of the definition that can be seen in particular in FIG the profile strands 7 on the posts 4 both the deformed Profile strand 7 together with deformed buffers 21 and the regionally deformed guardrail strand 25 as also the one on the other side of the post 4 Profile strand 7, the buffers there 21 and Guardrail line 25 these parts according to the respective relationships relative to each other along the Post 4 can shift.
  • the longitudinal tension ensures this the profile strands 7 and the guardrail strands 25 for level alignment of these strands 7 and 25.
  • FIG. 8 to 11 is a guardrail arrangement SPA2 illustrates both with those on the same Height-level guardrail strands 25 according to the figure 4 as well as with those at different height levels Guardrail strands 25 according to FIG. 5 are used can be.
  • the guardrail lines are shown 25 of Figures 2 and 4.
  • the C-shaped profile strands 35 connected by spacers 48.
  • the profile strands 35 are not with the posts 4 connected, but only support themselves via their flanges 37 on the outer sides 49 of the post 4.
  • the spacers 48 consist of U-profiles 50 and Tabs 51 welded to the front of the U-profiles 50. Bores 52 are provided one above the other in the tabs 51, over and in Figures 8 to 10 by a dash-dotted lines illustrated Screw 53 the spacers 48 with the vertical Screwed side walls 54 of the C-shaped profile strands 35 become.
  • the U-profiles 50 have a vertical web 55 and horizontal legs 56.
  • the height of the tabs 51 corresponds to the height of the U-profiles 50.
  • the length of the tabs 51 is about twice as long the length of the legs 56 of the U-profiles 50 dimensioned.
  • the spacers 48 are fixed to the posts 4 over two in the vertical median transverse plane of the Web 55 spaced bores one above the other 57, via not illustrated in more detail in FIG. 10 marked by the dash-dotted lines 58 Bolts and nuts not shown and in the web 59 of the post 4 in the vertical central transverse plane elongated holes 60 arranged one above the other.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Invalid Beds And Related Equipment (AREA)
  • Laminated Bodies (AREA)

Claims (10)

  1. Glissière de sécurité sur deux voies de circulation (2, 3; 2a, 3a), avec un terre-plein central (1; 1a) séparant la circulation en sens inverse, glissière de sécurité qui, au niveau de la hauteur médiane ainsi que sur l'extrémité supérieure (34) présente des tronçons profilés (7, 35), en forme de C, assemblés bout à bout, fixés sur les deux côtés, sur des montants (4) enfoncés dans le sol (5), selon une certaine distance entre eux, dans le sens longitudinal du terre-plein (1; 1a), et par des tronçons de glissière (25) en forme de W, également assemblés ensemble en bout à bout, renforcés par des tampons tubulaires, prévus dans les plans transversaux, verticaux des montants (4), des tronçons profilés en forme de C (7), dans la zone de hauteur médiane, les tronçons profilés (35) en forme de C disposés sur l'extrémité supérieure (34) des montants (4), et qui sont accouplés au montant (4), au moins par l'intermédiaire de raccords de rupture nominale (36, 58), reliés ensemble par des éléments d'accouplement (39, 43, 48), dirigés transversalement.
  2. Glissière de sécurité selon la revendication 1, caractérisée en ce que les tronçons profilés (35) en forme de C prévus dans les extrémités supérieures (34) des montants (4), sont emprisonnés par le dessus ou par le dessous, par des agrafes en forme de U (39, 43), et sont reliés ensemble par ces agrafes (39, 43).
  3. Glissière de sécurité selon la revendication 1 ou 2 caractérisée en ce que les éléments d'accouplement sont conçus sous forme d'entretoises (48), s'engageant dans les tronçons profilés (35) en forme de C.
  4. Glissière de sécurité selon la revendication 3 caractérisée en ce que les entretoises (48) sont constituées par des profilés en U (50), boulonnés sur les montants (4) et disposés frontalement sur les profilés en U (50), avec des attaches (51), raccordées aux tronçons profilés en forme de C (35).
  5. Glissière de sécurité selon l'une des revendications 1 à 4, caractérisée en ce que les éléments d'accouplement (39, 43, 48) sont boulonnés avec les tronçons profilés en forme de C (35).
  6. Glissière de sécurité selon l'une des revendications 1 à 5, caractérisée en ce que dans les raccords, des tronçons profilés en forme de C (35) ou dans les éléments d'accouplement (48), sont intégrées des couches de glissement (38) sur les extrémités supérieures (34) des montants (4), afin d'éviter les frictions acier sur acier.
  7. Glissière de sécurité selon l'une des revendications 1 à 6, caractérisée en ce que les montants (4) présentent une section transversale en forme de C ou de lettre sigma.
  8. Glissière de sécurité selon l'une des revendications 1 à 7, caractérisée en ce que les tronçons profilés en forme de C (7) situés au niveau de hauteur médiane, sont fixés par des agrafes en crochets (10, 10a), et des boulons filetés (11, 62), sur les brides contiguës (35) des montants (4), en liaison par adhérence et par engagement positif.
  9. Glissière de sécurité selon la revendication 8, caractérisée en qu'entre les côtés (18) détournés des tronçons de profilés en forme de C (7), situés à hauteur médiane du poteau (4), et les ailes (17) de ces tronçons profilés en forme de C (7), sont intégrées des couches de glissement (12), évitant les frictions acier sur acier.
  10. Glissière de sécurité selon l'une des revendications 6 à 9, caractérisée en ce que les couches de glissement (12, 38) sont conçues à partir de plaques d'un matériau synthétique, résistant aux intempéries et aux UV.
EP96112712A 1995-08-26 1996-08-07 Disposition de barrière routière Expired - Lifetime EP0761889B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE19531438 1995-08-26
DE19531438 1995-08-26
DE19536915 1995-10-04
DE19536915A DE19536915C2 (de) 1995-08-26 1995-10-04 Schutzplankenanordnung

Publications (2)

Publication Number Publication Date
EP0761889A1 EP0761889A1 (fr) 1997-03-12
EP0761889B1 true EP0761889B1 (fr) 1999-02-10

Family

ID=26018030

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96112712A Expired - Lifetime EP0761889B1 (fr) 1995-08-26 1996-08-07 Disposition de barrière routière

Country Status (4)

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EP (1) EP0761889B1 (fr)
AT (1) ATE176694T1 (fr)
ES (1) ES2127594T3 (fr)
TR (1) TR199600681A2 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006002680A1 (fr) * 2004-07-06 2006-01-12 Markus Kaiser Systeme de retenue pour voies de circulation
US7530548B2 (en) * 2004-07-19 2009-05-12 Ochoa Carlos M Releasable highway safety structures
ES1060699Y (es) * 2005-07-06 2006-02-01 Hierros Y Aplanaciones S A Hia Sistema metalico continuo para barreras de seguridad aplicable como proteccion para motociclistas compuesto por una pantalla metalica horizontal continua inferior sustentada en la barrera por medio de brazos metalicos dispuestos a intervalos regulares
US8061925B2 (en) 2005-09-26 2011-11-22 Volkmann & Rossbach Gmbh & Co. Kg Vehicle restraining system for limiting roadways
EP3339512B1 (fr) * 2016-12-20 2019-04-24 Sps Schutzplanken Gmbh Système de retenue de véhicule

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3809896A1 (de) * 1988-03-24 1989-10-12 Spig Schutzplanken Prod Gmbh Schutzplankenanordnung fuer fahrbahnen
DE4224998C1 (en) * 1992-07-29 1993-08-26 Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co Kg, 6612 Schmelz, De Protective crash barrier for highways - comprises posts anchored in ground, deformation profile on road side, upper and lower longitudinal rails

Also Published As

Publication number Publication date
ATE176694T1 (de) 1999-02-15
ES2127594T3 (es) 1999-04-16
TR199600681A3 (fr) 1997-03-21
EP0761889A1 (fr) 1997-03-12
TR199600681A2 (tr) 1997-03-21

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