EP1650351A2 - Poteau pour glissières de sécurité - Google Patents

Poteau pour glissières de sécurité Download PDF

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Publication number
EP1650351A2
EP1650351A2 EP05450171A EP05450171A EP1650351A2 EP 1650351 A2 EP1650351 A2 EP 1650351A2 EP 05450171 A EP05450171 A EP 05450171A EP 05450171 A EP05450171 A EP 05450171A EP 1650351 A2 EP1650351 A2 EP 1650351A2
Authority
EP
European Patent Office
Prior art keywords
base plate
holes
stand according
post
metal strip
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
EP05450171A
Other languages
German (de)
English (en)
Other versions
EP1650351B1 (fr
EP1650351B8 (fr
EP1650351A3 (fr
Inventor
Christian Mader
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.)
Voestalpine Krems Finaltechnik GmbH
Original Assignee
Voestalpine Krems Finaltechnik 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 Voestalpine Krems Finaltechnik GmbH filed Critical Voestalpine Krems Finaltechnik GmbH
Priority to SI200530458T priority Critical patent/SI1650351T1/sl
Priority to PL05450171T priority patent/PL1650351T3/pl
Priority to AT05450171T priority patent/ATE404737T1/de
Publication of EP1650351A2 publication Critical patent/EP1650351A2/fr
Publication of EP1650351A3 publication Critical patent/EP1650351A3/fr
Publication of EP1650351B1 publication Critical patent/EP1650351B1/fr
Application granted granted Critical
Publication of EP1650351B8 publication Critical patent/EP1650351B8/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
    • E01F15/0423—Details of rails
    • E01F15/043—Details of rails with multiple superimposed members; Rails provided with skirts
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • E01D19/103—Parapets, railings ; Guard barriers or road-bridges
    • 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
    • E01F15/0476—Foundations

Definitions

  • the invention relates to a post for guide devices, the art on structures such as bridges, u.ähnl. to be assembled, with the features of the introductory part of claim 1.
  • Guiding devices usually consist of uprights and at least one guardrail ("guardrail”), which, if appropriate, via spacers, is attached to the uprights. If such Leit drivenen are to be erected in the field, the uprights are simply rammed into the ground and then the guard rail, possibly mounted on between stayer and guard rail band, in particular damping intermediate pieces, attached to the uprights.
  • guardrail possibly mounted on between stayer and guard rail band, in particular damping intermediate pieces, attached to the uprights.
  • the invention is based on the object to propose a stand for guide devices of the type mentioned, in which in the event of a collision of a vehicle against the guide the deformation work in the area of the uprights is designed cheaper.
  • the base plate via anchors which are arranged at a distance laterally next to the uprights, connected to the building, but the base plate in the area in front of the uprights (on the traffic area facing side) is not connected to the building can deform the base plate in an impact in such a way that they are between the attachment points arching upwards.
  • the anchors in the area adjacent to the edge of the base plate adjacent to the traffic area. This has the further advantage that the forces acting on the post are concentrated in its peripheral areas, so that the post tears under increasing load in these marginal areas (e.g., the side edges) above the weld joining the post to the base.
  • a base plate reinforcement in the form of a metal strip, in particular a steel strip, is provided on the base plate lying between the attachment points (for example the anchors).
  • This baseplate reinforcement prevents the anchors, via which the uprights are connected to the structure via its base plate, from bending outward during the arching of the baseplate, so that the replacement of the stirrup when restoring a guide device into which a vehicle has traveled, without obstruction by bent anchors is possible.
  • FIG. 1 shows schematically a guide device which is mounted on the edge beam ("cap") of a bridge
  • FIG. 2 shows a post of the guide device from FIG. 1
  • FIG. 3 shows the post from FIG. 2 in exploded view
  • FIG Fig. 4 the uprights in the case of the application of forces during the impact of a vehicle.
  • the guide 2 shown in Fig. 1 is on a building 4, in the illustrated embodiment, a bridge on the edge bar 6 (also called “cap") arranged.
  • the uprights 10 of the guide 1 which may have, for example, the form known from AT 004 690 U1 ("V-pillars"), are fastened via base plates 12 using anchors 14.
  • anchors 14 are composite adhesive anchors and anchor bolts.
  • the uprights 10 are connected at their lower end to the base plates 12 by welding.
  • the guide 2 has in the illustrated embodiment, a guide rail 15 ("guardrail”) made of sheet steel profiles which are corrugated in the longitudinal direction, wherein the guide rail band 15 is connected via spacers 16 with the uprights 10. Below the guardrail 14, a sliding profile 18 is attached to the uprights 10 in the illustrated embodiment.
  • a guide rail 15 (guardrail) made of sheet steel profiles which are corrugated in the longitudinal direction, wherein the guide rail band 15 is connected via spacers 16 with the uprights 10.
  • a sliding profile 18 is attached to the uprights 10 in the illustrated embodiment.
  • the uprights 10 are connected via a respective base plate 12 with the structure 4 by two anchors 14.
  • the anchors 14 are laterally - at a distance - arranged next to the post 10 and in the base plate 12 in the traffic area, e.g. the roadway, side facing, so in the vicinity of the road adjacent edge 13 of the base plate 12 is arranged.
  • two elongated holes 20 are provided in the base plate 12 for receiving the armature 14.
  • the longitudinal extent of the elongated holes 20 is aligned parallel to the roadway and parallel to the longer side 13 of the example rectangular base plate 12.
  • a metal strip 30 e.g. a steel band, intended as a base plate reinforcement.
  • two holes 32 are provided for receiving the armature 14.
  • the armature 14 are offset in the embodiment shown in the edge bar 6 a bridge. Shims 36 are provided between the nut 34 screwed onto the upper end of the armature 14 and the metal strip 30 serving as the base plate reinforcement.
  • the holes 32 in the metal strip 30 serving as the base plate reinforcement have little play with the anchors 14.
  • the guide rail band 15 Upon collision of a vehicle against the guide 2, the guide rail band 15 will initially approach the spacers 16 by deforming the intermediate pieces 16. Then, the upright 10 will tip away from the roadway (to the right in FIG. 1), with the base plate 12 arching upwardly between the anchors 14 as shown in FIG. It can be seen that the forces acting on the uprights 10 tensile forces in the region of its edges facing the road 11 concentrate, so that the post 10 finally first in the area of the edges 11 just above the welding between base plate 12 and post 10, in the area 17, penetrates.
  • the formed as a metal strip 30 base plate reinforcement will initially slide under washers 36 relative to the anchors 14 when bulging the base plate 12 until the outer portions of the inner surfaces of the holes 32 in the metal strip 30 of the base plate reinforcement abut the anchors 14.
  • the metal strip 30 of the baseplate reinforcement acts as a drawstring which prevents the armatures 14 from bending outwardly when the baseplate 12 (FIG. 4) bulges with their regions projecting beyond the structure 4 in relation to their areas engaging in the structure 4.
  • the base plate 12, as shown in Fig. 4 bulge, as the penetrated by the anchors 14 holes 20 are formed in the base plate 12 as elongated holes.
  • the post 10 Due to the inventive design of the post 10 with its base plate 12 in conjunction with the preferably provided metal strip 30, in particular steel strip, as base plate reinforcement replacement of uprights 10, which is often required when repairing accident damage to the guide 2, not hindered since the invention, the anchorage is not damaged, so the anchor 14 are not deformed.
  • the base plate 12 instead of a thickness of, for example, 15 mm, only needs to have a thickness of, for example, about 10 mm.
  • a post 10 of a guide 2, which is to be mounted on a structure 4, has a base plate 12, with which the post 10 is welded to its lower end.
  • two elongated holes 20 are provided laterally next to the foot point of the post 10, whose longitudinal extent is aligned parallel to the roadway direction.
  • a metal strip 30 as a base plate reinforcement having holes 32 for the passage of anchors 14, which also pass through the slots 20 in the base plate 12, and are defined in the structure 4.
  • the holes 32 in the metal strip 30, which serves as a base plate reinforcement have little play with the anchors 14. As a result, the bulging of the base plate 12 in its area facing the road surface is possible and prevents deformation of the armature 14 by the tension band effect of the metal strip 30 acting as a base plate reinforcement.
EP05450171A 2004-10-25 2005-10-13 Poteau pour glissières de sécurité Active EP1650351B8 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
SI200530458T SI1650351T1 (sl) 2004-10-25 2005-10-13 Steber za vodilno napravo
PL05450171T PL1650351T3 (pl) 2004-10-25 2005-10-13 Podpórka bariery zabezpieczającej
AT05450171T ATE404737T1 (de) 2004-10-25 2005-10-13 Steher für leiteinrichtung

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
AT0077604U AT8530U1 (de) 2004-10-25 2004-10-25 Steher für leiteinrichtung

Publications (4)

Publication Number Publication Date
EP1650351A2 true EP1650351A2 (fr) 2006-04-26
EP1650351A3 EP1650351A3 (fr) 2006-12-06
EP1650351B1 EP1650351B1 (fr) 2008-08-13
EP1650351B8 EP1650351B8 (fr) 2008-10-15

Family

ID=40586572

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05450171A Active EP1650351B8 (fr) 2004-10-25 2005-10-13 Poteau pour glissières de sécurité

Country Status (5)

Country Link
EP (1) EP1650351B8 (fr)
AT (2) AT8530U1 (fr)
DE (2) DE202004016721U1 (fr)
PL (1) PL1650351T3 (fr)
SI (1) SI1650351T1 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1857594A1 (fr) 2006-05-18 2007-11-21 Voest-Alpine Krems Finaltechnik GmbH Poteau pour glissière de sécurité avec plaque d'assise
ES2293860A1 (es) * 2007-10-01 2008-03-16 Hierros Y Aplanaciones, S.A. (Hiasa) Sistema de anclaje fusible directo para poste de soporte de una barrera de seguridad o pretil en un terreno rigido.
AU2013234430B1 (en) * 2013-09-30 2014-04-10 Safe Direction Pty Ltd Post assembly
EP3363950A1 (fr) 2017-02-16 2018-08-22 voestalpine Krems Finaltechnik GmbH Système de retenue de véhicule
US10329722B2 (en) 2011-05-30 2019-06-25 Industrial Galvanizers Corporation Pty Ltd. Barrier Construction
CN110106784A (zh) * 2019-06-13 2019-08-09 浙江交通职业技术学院 一种桥梁防护栏结构

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT7685U1 (de) * 2004-02-16 2005-07-25 Voest Alpine Krems Finaltech Leiteinrichtung
US8858112B2 (en) 2009-03-19 2014-10-14 Industrial Galvanizers Corporation Pty Ltd Road barrier
SK288351B6 (sk) 2009-07-25 2016-05-02 Váhostav-Sk-Prefa, S.R.O. Posuvné prefabrikované železobetónové zvodidlo s lamelovým zámkom
CN102363950B (zh) * 2011-10-25 2013-07-31 张朝峰 可绿化隔离护栏及其制造方法
AU2015261682B2 (en) 2015-11-27 2022-07-14 Industrial Galvanizers Corporation Pty Ltd Improved Parking Barrier System and Post
AU2019206002A1 (en) 2018-07-26 2020-02-13 Industrial Galvanizers Corporation Pty Ltd Improved Spacer Piece for a Guard Rail System

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL7008705A (fr) * 1970-06-06 1971-12-08
JPH11117245A (ja) * 1997-10-15 1999-04-27 Nippon Steel Metal Prod Co Ltd 防護柵用支柱
EP1070789A1 (fr) * 1999-07-21 2001-01-24 SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG Ancrage d'un poteau
EP1624111A2 (fr) * 2004-08-04 2006-02-08 Hierros y Aplanaciones, S.A. (HIASA) Système pour la rétention de véhicules dans des chocs latérales, avec d'un grande capacité de rétention et d'absorption

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL7008705A (fr) * 1970-06-06 1971-12-08
JPH11117245A (ja) * 1997-10-15 1999-04-27 Nippon Steel Metal Prod Co Ltd 防護柵用支柱
EP1070789A1 (fr) * 1999-07-21 2001-01-24 SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG Ancrage d'un poteau
EP1624111A2 (fr) * 2004-08-04 2006-02-08 Hierros y Aplanaciones, S.A. (HIASA) Système pour la rétention de véhicules dans des chocs latérales, avec d'un grande capacité de rétention et d'absorption

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1857594A1 (fr) 2006-05-18 2007-11-21 Voest-Alpine Krems Finaltechnik GmbH Poteau pour glissière de sécurité avec plaque d'assise
EP1857594B1 (fr) * 2006-05-18 2010-06-30 voestalpine Krems Finaltechnik GmbH Poteau pour glissière de sécurité avec plaque d'assise
ES2293860A1 (es) * 2007-10-01 2008-03-16 Hierros Y Aplanaciones, S.A. (Hiasa) Sistema de anclaje fusible directo para poste de soporte de una barrera de seguridad o pretil en un terreno rigido.
WO2009043947A1 (fr) * 2007-10-01 2009-04-09 Hierros Y Aplanaciones, S.A. (Hiasa) Système d'ancrage fusible direct d'un montant de support d'une barrière de sécurité ou d'un parapet dans un terrain rigide
US8850765B2 (en) 2007-10-01 2014-10-07 Hierros Y Aplanaciones, S.A. System of direct fusible anchoring for a support post of a security barrier or parapet in rigid ground
US10329722B2 (en) 2011-05-30 2019-06-25 Industrial Galvanizers Corporation Pty Ltd. Barrier Construction
WO2015042656A1 (fr) * 2013-09-30 2015-04-02 Safe Direction Pty Ltd Ensemble montant
GB2535059A (en) * 2013-09-30 2016-08-10 Safe Direction Pty Ltd Post Assembly
US9758936B2 (en) 2013-09-30 2017-09-12 Safe Direction Pty Ltd Post assembly
AU2013234430B1 (en) * 2013-09-30 2014-04-10 Safe Direction Pty Ltd Post assembly
GB2535059B (en) * 2013-09-30 2020-07-15 Safe Direction Pty Ltd Post Assembly
EP3363950A1 (fr) 2017-02-16 2018-08-22 voestalpine Krems Finaltechnik GmbH Système de retenue de véhicule
CN110106784A (zh) * 2019-06-13 2019-08-09 浙江交通职业技术学院 一种桥梁防护栏结构

Also Published As

Publication number Publication date
ATE404737T1 (de) 2008-08-15
AT8530U1 (de) 2006-09-15
DE202004016721U1 (de) 2004-12-23
DE502005005002D1 (de) 2008-09-25
EP1650351B1 (fr) 2008-08-13
EP1650351B8 (fr) 2008-10-15
EP1650351A3 (fr) 2006-12-06
SI1650351T1 (sl) 2009-04-30
PL1650351T3 (pl) 2009-04-30

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