EP2017387A1 - Agencement de profilés de protection - Google Patents

Agencement de profilés de protection Download PDF

Info

Publication number
EP2017387A1
EP2017387A1 EP08009861A EP08009861A EP2017387A1 EP 2017387 A1 EP2017387 A1 EP 2017387A1 EP 08009861 A EP08009861 A EP 08009861A EP 08009861 A EP08009861 A EP 08009861A EP 2017387 A1 EP2017387 A1 EP 2017387A1
Authority
EP
European Patent Office
Prior art keywords
support means
guard rail
guardrail
support
legs
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.)
Granted
Application number
EP08009861A
Other languages
German (de)
English (en)
Other versions
EP2017387B1 (fr
Inventor
Volker Dipl.-Ing. Goergen
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.)
Studiengesellschaft fur Stahlschutzplanken Ev
Original Assignee
Studiengesellschaft fur Stahlschutzplanken Ev
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 Studiengesellschaft fur Stahlschutzplanken Ev filed Critical Studiengesellschaft fur Stahlschutzplanken Ev
Priority to PL08009861T priority Critical patent/PL2017387T3/pl
Publication of EP2017387A1 publication Critical patent/EP2017387A1/fr
Application granted granted Critical
Publication of EP2017387B1 publication Critical patent/EP2017387B1/fr
Not-in-force 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
    • E01F15/0461—Supports, e.g. posts
    • 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

Definitions

  • the invention relates to a guard rail arrangement for roadways, in particular for use at the edge of the road, at the median strip or for the protection of danger spots, with a plurality of bases fixed at the bottom and a guardrail, which is attached to the uprights and by means of which the stands are connected to each other.
  • Such protective barrier arrangements have been used very successfully for many years as reliable restraint devices, for. B to prevent exceeding of the roadway edge by a strayed from the way vehicle. This is intended to avoid a further endangerment of persons in the vehicle, for example on embankments or on bridges.
  • such protective barrier arrangements also serve as a protective device for adjacent facilities such as, for example, collapse-endangered structures or the like. They are mostly made of steel.
  • Such protective barrier arrangements are constructed from selectively coordinated individual elements connected in a certain way. These allow plastic deformation in certain calculable limits in order to be able to absorb the forces occurring during the impact.
  • the guardrail interacts with the individual uprights, distributing impact loads over several stands and thus providing reliable restraint properties.
  • a guardrail which is attached to a plurality of bases fixed to the bottom and connects them together, a sufficient stability to meet the requirements in the rule can.
  • the invention is therefore the object of developing a generic guard rail assembly such that their retention properties are improved with little design effort.
  • a protective barrier arrangement with the features of claim 1.
  • This is characterized in particular by the fact that it has a support means for supporting the guardrail on the side facing away from a danger point, wherein the support means is designed as a profile spar and the stand connects to each other, and wherein the support means comprises two free legs, which in the direction of the guardrail aligned and support these back.
  • the invention thus provides a very cost-effective, easy to implement and also very effective improvement of a protective barrier arrangement.
  • the two free legs may have at their pointing to the guardrail edge portions at predetermined intervals a recess.
  • This measure which at first glance appears to be weakening, has the significant advantage that the degree of possible bending deformation in the course of an impact, etc., is more precisely controllable and calculable.
  • a certain weakening of the support device in the region of a component body due to the system is unavoidable, since there are holes, usually three holes on the support means, which are penetrated in the assembled state of screws for attachment of adjacent support means.
  • the configuration of the recesses on the free legs of the guardrail thereby ensures that the bending behavior of the support means over its entire length as well as over a plurality of juxtaposed support means of time is substantially the same.
  • this achieves a plannable bending softness of the support device and thus enables a controlled bending deformation.
  • the Buchtragrien or Switzerlandband Quass compared to a support device without such recesses is not limited, since the locally reduced plastic resistance moment Wpl is only approximated to the actual weak point at the joint of the support means.
  • the support device thus exhibits essentially the same deformation properties over the entire length and therefore facilitates the predictability of the arrangement, which in turn has an advantageous effect on the expenditure for dimensioning such a protective barrier arrangement.
  • the recess is designed as a triangular notch, since such a configuration can be produced with little effort and the system is easily calculable.
  • the support device has a substantially U-shaped cross section with the two free legs and a connecting web such that an internal angle between the two free legs and the connecting web of the support device is between 90 ° and 110 °.
  • an internal angle between the two free legs and the connecting web of the support device is between 90 ° and 110 °.
  • the inner angle between the two free legs and the connecting web of the support device is respectively between 95 ° and 100 °.
  • an angle of 96 ° is particularly advantageous in terms of retention properties.
  • the respective inner angle between the free legs and the connecting web of the support means can be the same size.
  • Fig. 1 has a guard rail assembly 1 in a first embodiment stand 2, wherein a plurality of such stand in practice is lined up next to each other.
  • the stand 2 carry a guardrail 3, which is fixed by means of a holding device 4 on the respective stand 2.
  • a support means 5 is also arranged between the holding device 4 and the guardrail 3.
  • the support device 5 and the guardrail 3 are fastened by means of a screw 6 to the holding device 4.
  • the guardrail 3 according to Fig. 1 has a substantially M-shaped shape, which is referred to as so-called A-profile.
  • a modified embodiment of a guard rail assembly 1 ' is shown, which differs from the guard rail assembly 1 according to Fig. 1 only different in the shape of the guardrail.
  • guardrail 3 ' has a slightly different cross-sectional shape than the guardrail 3 and is referred to in practice as so-called B-profile.
  • the profile type of the guardrail suitable for the respective location is selected from the known variation possibilities.
  • the support means 5 is shown in more detail.
  • the support means 5 is formed in the manner of a profile spar and has a substantially U-shaped cross-section. Accordingly, the support means 5 has two free legs 51 and 52, which are connected to each other via a connecting web 53.
  • slots 54 are further formed at a predetermined distance from each other, in particular from the FIGS. 3 to 5 is apparent.
  • the distance between these slots 54 corresponds to the distance of the stand 2.
  • the screw 6 for attachment of the support means 5 together with the guardrail 3 and 3 'on the holding device 4 takes place through these elongated holes 54 therethrough.
  • the triangular notches 55 are each arranged in cross section adjacent to a slot 54.
  • the support means 5 at their ends in each case a plurality of mounting holes 56, by means of which a plurality of support means 5 along the guard rail assembly 1 and 1 'can be coupled to each other.
  • the mounting holes 56 are offset from the slots 54 arranged to avoid interference of elements and in particular the screw connection elements.
  • Fig. 6 a cross section through the support means 5 is shown.
  • the two legs 51 and 52 each have an internal angle ⁇ or ⁇ relative to the connecting web 53, which in the exemplary embodiment shown is the same size and is approximately 96 °. This angle has proven to be particularly favorable to a reliable absorption of impact energy achieve and at the same time be able to combine different forms of crash barriers 3 and 3 'with a single support means 5.
  • a supporting device made of steel S235 with a material thickness of 3 mm is used.
  • the connecting web 53 here has an outer dimension of about 153 mm and the two legs 51 and 52 are on the outside about 78 mm thereof before.
  • the inner radius between the connecting web 53 and the two legs 51 and 52 is about 5 mm.
  • the triangular notches 55 are in this example about 20 mm wide and also deep.
  • the table shows the relevant plastic limit capacities. Essential for the operation are the bending around the weak axis (Mpl, z), i. the theoretical breaking moment under bending stress, and the normal force in the net cross section (Npl, n), i. the theoretical breaking load under tensile stress.
  • the invention allows, in addition to the illustrated embodiments, further design approaches.
  • the support means 5 can also be used with other types of crash barriers than those in the FIGS. 1 and 2 combine shown.
  • the cross-sectional shape of the support means 5 is not limited to the substantially U-shaped embodiment. Rather, it is, for example, also possible to arrange on the legs 51 and 52 angled extensions, by means of which support surfaces are provided on the back of the guardrail ready.
  • the inner angle ⁇ or ⁇ of the legs 51 and 52 relative to the connecting web 53 is not limited to the 96 ° explained here and may vary depending on the application and shape of the guardrail used.
  • the inner angle is in a range between 90 ° and 110 °, whereby also deviating angles are possible.
  • a recess In place of the triangular notches 55, other geometric shapes can also be used for a recess, such as semicircular recesses or rectangular ones. In particular, it is also possible, in a simplified embodiment, to have such a recess, i. to abandon the triangular notches 55 entirely.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Materials For Medical Uses (AREA)
  • Finger-Pressure Massage (AREA)
  • Massaging Devices (AREA)
  • Vibration Dampers (AREA)
EP08009861A 2007-06-12 2008-05-29 Agencement de profilés de protection Not-in-force EP2017387B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL08009861T PL2017387T3 (pl) 2007-06-12 2008-05-29 Układ drogowej bariery ochronnej

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102007026919A DE102007026919A1 (de) 2007-06-12 2007-06-12 Schutzplankenanordnung

Publications (2)

Publication Number Publication Date
EP2017387A1 true EP2017387A1 (fr) 2009-01-21
EP2017387B1 EP2017387B1 (fr) 2009-12-02

Family

ID=39731355

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08009861A Not-in-force EP2017387B1 (fr) 2007-06-12 2008-05-29 Agencement de profilés de protection

Country Status (6)

Country Link
EP (1) EP2017387B1 (fr)
AT (1) ATE450660T1 (fr)
DE (3) DE102007026919A1 (fr)
DK (1) DK2017387T3 (fr)
ES (1) ES2337627T3 (fr)
PL (1) PL2017387T3 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202009003752U1 (de) 2009-03-17 2009-05-20 Studiengesellschaft Für Stahlschutzplanken E.V. Schutzplankensystem für Fahrbahnen sowie Übergangskonstruktion hierfür
WO2013162483A1 (fr) 2012-04-24 2013-10-31 Tekin Ve Emir Yatirim Insaat Limited Sirketi Glissière de sécurité de type abaque
SI24396A (sl) * 2013-06-10 2014-12-31 Kveder D.O.O. Jeklena cestna varnostna ograja s trapezno ojačitvijo

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20017123U1 (de) * 1999-10-22 2000-12-21 Voest-Alpine Krems Finaltechnik Ges.M.B.H., Krems Leitschienenband und Leiteinrichtung mit einem solchen Leitschienenband
DE20106675U1 (de) * 2001-04-19 2001-06-21 Spig Schutzplanken-Produktions-Gesellschaft mbH & Co KG, 66839 Schmelz Schutzplankenanordnung für von Bäumen oder vergleichbaren Gegenständen gesäumte Fahrwege für Kraftfahrzeuge
EP1627956A1 (fr) * 2004-08-16 2006-02-22 SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG Glissière de sécurité routière
DE102005020917A1 (de) 2005-05-04 2006-11-09 Studiengesellschaft für Stahlschutzplanken eV Schutzplankenanordnung
DE202006015149U1 (de) * 2006-09-29 2006-12-14 Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co. Kg Schutzplankenanordnung

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT279663B (de) * 1966-12-16 1970-03-10 Sina In Nat Autostradali Straßenleitplanke
DE10345847A1 (de) * 2003-09-30 2005-04-14 TOGE-Dübel A. Gerhard KG Leitplanken-Pfosten

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20017123U1 (de) * 1999-10-22 2000-12-21 Voest-Alpine Krems Finaltechnik Ges.M.B.H., Krems Leitschienenband und Leiteinrichtung mit einem solchen Leitschienenband
DE20106675U1 (de) * 2001-04-19 2001-06-21 Spig Schutzplanken-Produktions-Gesellschaft mbH & Co KG, 66839 Schmelz Schutzplankenanordnung für von Bäumen oder vergleichbaren Gegenständen gesäumte Fahrwege für Kraftfahrzeuge
EP1627956A1 (fr) * 2004-08-16 2006-02-22 SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG Glissière de sécurité routière
DE102005020917A1 (de) 2005-05-04 2006-11-09 Studiengesellschaft für Stahlschutzplanken eV Schutzplankenanordnung
DE202006015149U1 (de) * 2006-09-29 2006-12-14 Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co. Kg Schutzplankenanordnung

Also Published As

Publication number Publication date
DE102007026919A1 (de) 2009-01-02
ES2337627T3 (es) 2010-04-27
PL2017387T3 (pl) 2010-06-30
DE202007017491U1 (de) 2008-03-06
DK2017387T3 (da) 2010-04-19
EP2017387B1 (fr) 2009-12-02
ATE450660T1 (de) 2009-12-15
DE502008000221D1 (de) 2010-01-14

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