EP1070789A1 - Ancrage d'un poteau - Google Patents

Ancrage d'un poteau Download PDF

Info

Publication number
EP1070789A1
EP1070789A1 EP00109760A EP00109760A EP1070789A1 EP 1070789 A1 EP1070789 A1 EP 1070789A1 EP 00109760 A EP00109760 A EP 00109760A EP 00109760 A EP00109760 A EP 00109760A EP 1070789 A1 EP1070789 A1 EP 1070789A1
Authority
EP
European Patent Office
Prior art keywords
post
bridge
base plate
anchoring according
elevations
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
EP00109760A
Other languages
German (de)
English (en)
Other versions
EP1070789B1 (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
Application filed by SPIG Schutzplanken Produktions GmbH and Co KG filed Critical SPIG Schutzplanken Produktions GmbH and Co KG
Publication of EP1070789A1 publication Critical patent/EP1070789A1/fr
Application granted granted Critical
Publication of EP1070789B1 publication Critical patent/EP1070789B1/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
    • E01F15/0484—Installing; Repairing; Adjusting
    • 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 an anchor for a post as part of an installed next to a bridge carriageway Guardrail device for motor vehicles.
  • the invention is based on the prior art Task based on anchoring for a post as Part of an installed next to a bridge roadway To create safety barriers for motor vehicles, which also meets containment level H4.
  • the arrangement according to the invention can be both EDSP and DDSP types can be assigned.
  • the fixing of the bracket on the bridge structure is on by the thickness of the top layer and by the distance the fastening screws in the free movement of their Design limited.
  • the invention now allows it however, the stress initiated in the event of an impact distribute harmoniously on several posts and thus a sudden application of force to a single one To avoid anchoring.
  • a particularly advantageous embodiment of the invention is seen in claim 2.
  • the bracket through a raised guide plate with a from Pass through the lower end of the post, across the road extending longitudinal slot formed.
  • the post can in particular have a C-shaped cross section, so that he guided in the longitudinal slot with sliding play is.
  • the post is fixed on a base plate, in particular welded to the base plate.
  • the base plate is in one of the guide plate, two side, extending across the bridge carriageway strip-like elevations and the bridge structure channel limited on the circumference.
  • the base plate can be a circular or a rectangular one Have configuration. It is only important that the Base plate is so frictionally integrated into the channel, that the impacting motor vehicle is sufficient yielding resistance can be brought which ensures that the motor vehicle along the guardrails directed and not uncontrolled to the Bridge road is thrown back.
  • the side elevations are with the guide plate appropriately welded so that guide plate and Elevations form a single assembly body.
  • the features of claim 3 provide that in the standby position the base plate by means of the Insurgent penetrating fixing pins is held. These locating pins are used in particular through grub screws educated. The fixing pins can only be attached to the Side surfaces of the base plate must be pressed. Imaginable is also that the locating pins in recesses grasp the base plate. About this coupling of the Fixing pins with the base plate can then be the necessary Shear force with regard to the required retention level up to containment level H4.
  • Another feature of the invention is claim 4. After that are between the base plate and the elevations transversely adjustable strips are provided. About these Can perform in the event of an impact by a motor vehicle necessary resistance when moving the base plate can be set even more specifically in the channel.
  • the adjustment or pressing the strips onto the base plate is preferably carried out with the help of the elevations penetrating cylinder head screws with hexagon socket.
  • the limited elastic resistance can vary Be trained way. According to claim 7, it consists of one on the underside between the side elevations layer provided on the guide plate.
  • This layer can correspond to the features of the claim 8 consist of an aluminum foam.
  • bracket with the help of composite anchors is fixed to the bridge structure.
  • 1 is a length section (weft) a guardrail device, which is next to a bridge carriageway 2 is located on a bridge structure BTW.
  • the guardrail device 1 comprises a C-shaped cross section Post 3 as load-bearing components for one essentially Guardrails with a W-shaped cross-section 4, 5.
  • the crash barriers 4, 5 are with further crash barriers 4, 5 via contour-adapted not shown Couplings releasably connected together.
  • Two guardrails 4, 5 are arranged one above the other at a distance.
  • the upper guardrail 5 is opposite the lower one Guardrail 4 offset from the bridge carriageway 2.
  • the distance to and definition of the lower guardrail 4 on the post 3 is done with the help of each other V-shaped spacer plates 6.
  • the spacer plates 6 are each with a leg 7 on a post 3 and with the other leg 8 to the Bridge roadway 2 diverging inner leg 9 of the Guardrail 4 screwed.
  • the webs 10 of the spacer plates 6 have edge flanges bent downwards or upwards 11 on.
  • the lower ends 16 of the posts 3 are each connected to the BTW bridge structure Composite anchor 17 fixed bracket 18 across Bridge carriageway 2 positively shifted frictionally.
  • the bracket 18 is rectangular by an elevated Guide plate 19 with one from the lower end 16 of the post 3 penetrate across to the bridge carriageway 2 extending longitudinal slot 20 formed.
  • the uprising 21 consist of spaced-apart side strips. They are, as can be seen in FIG. 3 leaves, with the guide plate 19 on the outside via a V-seam welded.
  • Guide plate 19 and elevations 21 are penetrated by three holes 22 each. By these bores 22 become bolts 23 in the sleeve-like Composite anchor 17 rotated into the bridge structure BTW are let in. With the help of nuts become 24 the brackets 18 then on the bridge structure BTW fixed.
  • each post 3 is with a base plate 25 firmly connected, in particular welded.
  • the Base plate 25 is rectangular. In Figure 2 is shown them round.
  • the base plate 25 is in a channel 26 longitudinally displaceable ( Figures 1 and 2) by the Guide plate 19, the lateral strip-like elevations 21 and the bridge structure BTW limited on the circumference is ( Figures 1 and 2).
  • Resistant layer 27 made of aluminum foam or rubber can be applied. This layer 27 takes then its function true if the post 3 in the longitudinal slot 20 up to the end stop 28 (FIG. 2) has been relocated. If the load continues of the post 3 over the crash barriers 4, 5 then Post 3 tilted across the bridge lane 2, the Layer 27 is deformed by the base plate 25. First if more energy has been converted here, too the post 3 itself bent if there is still a load.
  • the Base plate 25 formed square with rounded corners 29.
  • the standby position illustrated is by a total of four fixing pins formed from grub screws 30 guaranteed. These penetrate threaded holes 31 in the elevations 21 and are in recesses used on the sides of the base plate 25.
  • the Fixing pins 30 shear off when one on the post 3 exerted certain load and the base plate 25 in Channel 26 is shifted.
  • Figure 8 shows in more detail that, as with the Embodiments of Figures 1 to 5, the lower ends 16 of the posts 3 in corresponding recesses 36 of the Base plate 25 inserted and welded here.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Bridges Or Land Bridges (AREA)
  • Piles And Underground Anchors (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Dowels (AREA)
EP00109760A 1999-07-21 2000-05-09 Ancrage d'un poteau Expired - Lifetime EP1070789B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19933401 1999-07-21
DE19933401A DE19933401B4 (de) 1999-07-21 1999-07-21 Verankerung für einen Pfosten

Publications (2)

Publication Number Publication Date
EP1070789A1 true EP1070789A1 (fr) 2001-01-24
EP1070789B1 EP1070789B1 (fr) 2004-06-09

Family

ID=7915022

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00109760A Expired - Lifetime EP1070789B1 (fr) 1999-07-21 2000-05-09 Ancrage d'un poteau

Country Status (5)

Country Link
EP (1) EP1070789B1 (fr)
AT (1) ATE268839T1 (fr)
DE (2) DE19933401B4 (fr)
DK (1) DK1070789T3 (fr)
ES (1) ES2219221T3 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1520934A1 (fr) * 2003-09-30 2005-04-06 TOGE-Dübel A. Gerhard KG poteau pour barrière de sécurité
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
EP1650351A2 (fr) * 2004-10-25 2006-04-26 Voest-Alpine Krems Finaltechnik GmbH Poteau pour glissières de sécurité
ITBO20110244A1 (it) * 2011-05-03 2012-11-04 Consorzio Triveneto Rocciatori Soc Coop A R L Barriera di protezione contro impatti, e sostegno per una tale barriera di protezione
US11174606B1 (en) * 2018-09-28 2021-11-16 Barrier1 Systems, Llc Shallow-mount, stand-alone security bollard
US11499279B1 (en) 2020-02-11 2022-11-15 Barrier1 Systems, Llc Shallow-mount braced-post barrier

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10318357B4 (de) * 2002-07-12 2006-10-19 Spig Schutzplanken-Produktions-Gesellschaft Gmbh & Co Kg Fahrzeugrückhaltesystem
DE50309243D1 (de) * 2002-07-12 2008-04-10 Spig Schutzplanken Prod Gmbh Fahrzeugrückhaltesystem
ES2293860B1 (es) * 2007-10-01 2009-02-01 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.
DE102008048810A1 (de) * 2008-09-24 2010-04-01 TOGE-Dübel A. Gerhard KG Verkehrs-Leit-Einrichtung
DE102011084874A1 (de) * 2011-09-21 2013-03-21 TOGE-Dübel A. Gerhard KG Vorrichtung zur Befestigung eines Gegenstands an einem Untergrund
US10982454B2 (en) 2017-12-15 2021-04-20 Jonathan J. Melic Safety fence assembly
US10961731B2 (en) 2017-12-15 2021-03-30 Jonathan J. Melic Safety fence assembly

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH431596A (fr) * 1966-02-21 1967-03-15 Clotura S A Dispositif amortisseur de choc pour glissières de sécurité
US3712589A (en) * 1971-06-24 1973-01-23 Olin Corp Porous or foamed metal energy absorption device
JPH02157308A (ja) * 1988-12-07 1990-06-18 Kyokuto Kogen Concrete Shinko Kk コンクリート防護壁
DE29511008U1 (de) * 1995-07-07 1995-09-14 Stadler Guenter Dipl Ing Fh Verankerung für Geländer, Lärmschutzwandpfosten, Leitplanken oder beliebige Bauteile
EP0837189A1 (fr) * 1996-10-17 1998-04-22 Sistema Barriere Stradali S.r.l. Barrière routière de sécurité métallique
WO1998019015A1 (fr) * 1996-10-31 1998-05-07 Autostrade Concessioni E Costruzioni Autostrade S.P.A. Diviseur de trafic a une seule rangee
DE19720084A1 (de) * 1997-05-14 1998-11-19 Thomas Neumann Sicherheitsverkehrsschildstangenhalterung

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1783243U (de) * 1957-01-18 1959-02-19 Siegener Ag Fuer Eisenkonstruk Vorrichtung zur befestigung von strassenrand-leitplanken in fels, beton oder aehnlichem schwerbearbeitbarem material.
DE8434689U1 (de) * 1984-11-27 1985-02-28 SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co KG, 6612 Schmelz Plattenpfosten
WO1994003678A1 (fr) * 1992-08-10 1994-02-17 Alcan Aluminium Uk Limited Barriere
DE4329547C1 (de) * 1993-09-02 1994-09-22 Spig Schutzplanken Prod Gmbh Stählerner Leitplankenstrang

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH431596A (fr) * 1966-02-21 1967-03-15 Clotura S A Dispositif amortisseur de choc pour glissières de sécurité
US3712589A (en) * 1971-06-24 1973-01-23 Olin Corp Porous or foamed metal energy absorption device
JPH02157308A (ja) * 1988-12-07 1990-06-18 Kyokuto Kogen Concrete Shinko Kk コンクリート防護壁
DE29511008U1 (de) * 1995-07-07 1995-09-14 Stadler Guenter Dipl Ing Fh Verankerung für Geländer, Lärmschutzwandpfosten, Leitplanken oder beliebige Bauteile
EP0837189A1 (fr) * 1996-10-17 1998-04-22 Sistema Barriere Stradali S.r.l. Barrière routière de sécurité métallique
WO1998019015A1 (fr) * 1996-10-31 1998-05-07 Autostrade Concessioni E Costruzioni Autostrade S.P.A. Diviseur de trafic a une seule rangee
DE19720084A1 (de) * 1997-05-14 1998-11-19 Thomas Neumann Sicherheitsverkehrsschildstangenhalterung

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 014, no. 407 (M - 1019) 4 September 1990 (1990-09-04) *

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1520934A1 (fr) * 2003-09-30 2005-04-06 TOGE-Dübel A. Gerhard KG poteau pour barrière de sécurité
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
EP1624111A3 (fr) * 2004-08-04 2006-03-15 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
EP1650351A2 (fr) * 2004-10-25 2006-04-26 Voest-Alpine Krems Finaltechnik GmbH Poteau pour glissières de sécurité
EP1650351A3 (fr) * 2004-10-25 2006-12-06 Voest-Alpine Krems Finaltechnik GmbH Poteau pour glissières de sécurité
ITBO20110244A1 (it) * 2011-05-03 2012-11-04 Consorzio Triveneto Rocciatori Soc Coop A R L Barriera di protezione contro impatti, e sostegno per una tale barriera di protezione
US11174606B1 (en) * 2018-09-28 2021-11-16 Barrier1 Systems, Llc Shallow-mount, stand-alone security bollard
US11499279B1 (en) 2020-02-11 2022-11-15 Barrier1 Systems, Llc Shallow-mount braced-post barrier
US11781276B1 (en) 2020-02-11 2023-10-10 Barrier1 Systems, Llc Shallow-mount braced-post barrier

Also Published As

Publication number Publication date
DK1070789T3 (da) 2004-08-09
DE19933401A1 (de) 2001-08-02
ATE268839T1 (de) 2004-06-15
EP1070789B1 (fr) 2004-06-09
ES2219221T3 (es) 2004-12-01
DE50006726D1 (de) 2004-07-15
DE19933401B4 (de) 2005-06-09

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