EP1624112A1 - Leitplankenelement mit verformbaren Teile zwischen dem Element und den Verankerungsbolzen - Google Patents

Leitplankenelement mit verformbaren Teile zwischen dem Element und den Verankerungsbolzen Download PDF

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Publication number
EP1624112A1
EP1624112A1 EP05076581A EP05076581A EP1624112A1 EP 1624112 A1 EP1624112 A1 EP 1624112A1 EP 05076581 A EP05076581 A EP 05076581A EP 05076581 A EP05076581 A EP 05076581A EP 1624112 A1 EP1624112 A1 EP 1624112A1
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EP
European Patent Office
Prior art keywords
barrier element
anchoring
anchoring bolt
compression
length
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
EP05076581A
Other languages
English (en)
French (fr)
Other versions
EP1624112B1 (de
Inventor
Mauro Monteleone
Marcello Burzi
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.)
Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to PL05076581T priority Critical patent/PL1624112T3/pl
Priority to SI200530165T priority patent/SI1624112T1/sl
Publication of EP1624112A1 publication Critical patent/EP1624112A1/de
Application granted granted Critical
Publication of EP1624112B1 publication Critical patent/EP1624112B1/de
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
    • E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/081—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material
    • E01F15/085—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using metal
    • 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 present invention relates to the sector of crash barriers of the so-called New Jersey type and more specifically to the elements which, arranged as a continuation of each other, form these barriers.
  • crash barrier elements designed hitherto essentially comprise a support base fixed to the ground by means of anchoring bolts which pass through it and the abovementioned cushioning effect is obtained by adjusting the tightening torque of the said bolts and forming the aforementioned holes in the manner of an eyelet so that, when an impact occurs, the element is able to slide over a given length with respect to the bolts which brake its movement owing to the friction which is generated between the underside of their fixing nut and the base of the said support base of the element.
  • the holes formed in the base of the element must be eyelets oriented perpendicularly with respect to the said element and having a sufficient longitudinal length to allow the abovementioned displacement over a predefined length.
  • a barrier element according to the invention it is in fact no longer necessary to tighten the anchoring bolts with a predefined torque, but only by an amount sufficient to obtain the stability of the element, without producing friction between said bolts and the base and between the latter and the ground, as in the case of the elements designed in accordance with the state of the art.
  • the subject of the present invention therefore relates to a New Jersey crash barrier element as described in the accompanying Claim 1.
  • FIG. 1 shows how, in an New Jersey barrier element 1 according to the invention, the support base 2 is fixed to the ground T by means of a plurality of anchoring bolts 3 (only one of which is visible in the drawing) which are fixed to the ground T using known methods and each of which penetrates inside said element upwards through an eyelet 5 oriented perpendicularly with respect to the barrier element 1.
  • each anchoring bolt 3 there are arranged two members 4 which are compression-deformable, for example two metal plates which are folded as shown in the drawing and which are arranged symmetrically as an extension of each other in the transverse direction with respect to the element 1.
  • these two members 4 are integral with each other and form one piece, but could also be two parts which are separate from each other.
  • the assembly of the two members 4 is passed through by the shank of the bolt 3 via a complementary hole 6 formed therein.
  • the surrounding casing 7 transmits to one of the two members 4 (that arranged on the left-hand side in the case in question) a force which compresses it, deforming it firstly in a resilient manner and then in a permanent manner, causing it to crumple and shortening it by a length L.
  • the resilient member 4 absorbs and dissipates in a gradual manner the kinetic energy of the motor vehicle which caused the impact, and the barrier element 1 is displaced over a length L equal to the length of shortening of the member 4.
  • the members 4 both in terms of dimensions and in terms of type of material, it is possible to achieve the result that the element 1, following a thrust of given magnitude, is displaced over a given length L (for example, as already mentioned, equal to 10 cm for a thrust F of 9000 kg).
  • the barrier element 1, during deformation of one of the members 4, may be displaced over the said length L since it slides with its base 2 relative to the anchoring bolts 3 by means of the already mentioned eyelet 5.
  • the barrier element since a predefined friction between the base 2, bolts 3 and the ground T does not have to be produced, it may have a transverse width slightly greater than the diameter of the shank of the said bolts 3, and this play, which constitutes a further advantage of a barrier element according to the invention, is able to compensate for any errors in position of the anchoring bolts, facilitating and shortening the operations involved in installation of a crash barrier.
  • the surrounding casing 7 transmitted a compressive force to one of the members 4 by means of the projecting locators 8, but various different embodiments are possible using locators of a different type or kind, for example by forming them on the section which forms the said casing or another part of the barrier element (these further possible embodiments are not shown).
  • Figs. 1 and 2 relate to a barrier element 1 with a symmetrical and mirror-image form relative to its vertical centre plane, to be used as a central reservation between two adjacent carriageways, but the barrier element of the invention may also be used, changing only its shape, as a lateral guard-rail.
  • FIG. 3 An example of a barrier element 11 of this type is shown in Figures 3 and 4.
  • the aforementioned barrier element 11 also has, as in the previous example, a support base 12 for resting on the ground T, provided with several eyelets 15 (one of which can be seen more clearly in Fig. 4) through each of which the shank of an anchoring bolt 3 penetrates, this bolt having the function of fixing the barrier element 11 to the ground T.
  • a compression-deformable member 14 arranged transversely with respect to the element 11.
  • This member 14 which is realized for example in the form of shaped and folded metal plate as shown in the figures, performs the already described function of absorbing, by means of deformation and a reduction in its length, the kinetic energy associated with the impact of a motor vehicle against a crash barrier element, and, in a manner entirely similar to that illustrated in the previous example, it allows the barrier element 1 on which it is mounted to be displaced transversely, following an impact of given magnitude, over a predefined length.
  • the metal plate forming the compression-deformable member 14 has a hole which is passed through by the shank of the anchoring bolt 3, the fixing nut 19 of which ensures the connection between the bolt 3 itself and the said metallic plate.
  • the member 14 in order to transmit the force generated by the impact of the casing 17, the member 14 is provided with an angle-piece 18 which is fixed to the casing 17 in a suitable position, acts as a locating element and is in contact with the deformable member, but other solutions are also possible.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Dampers (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Road Signs Or Road Markings (AREA)
EP05076581A 2004-07-13 2005-07-11 Leitplankenelement mit verformbaren Teile zwischen dem Element und den Verankerungsbolzen Not-in-force EP1624112B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL05076581T PL1624112T3 (pl) 2004-07-13 2005-07-11 Element bariery bezpieczeństwa z członami odkształcalnymi pomiędzy tym elementem a sworzniami kotwiącymi
SI200530165T SI1624112T1 (sl) 2004-07-13 2005-07-11 Element naletne ograje z deformabilnim clenom medelementom in pritrdilnim vijakom

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
IT000347A ITRM20040347A1 (it) 2004-07-13 2004-07-13 Elemento di barriera stradale con organi deformabili fra l'elemento ed i bulloni di ancoraggio.

Publications (2)

Publication Number Publication Date
EP1624112A1 true EP1624112A1 (de) 2006-02-08
EP1624112B1 EP1624112B1 (de) 2007-12-12

Family

ID=35106854

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05076581A Not-in-force EP1624112B1 (de) 2004-07-13 2005-07-11 Leitplankenelement mit verformbaren Teile zwischen dem Element und den Verankerungsbolzen

Country Status (8)

Country Link
EP (1) EP1624112B1 (de)
AT (1) ATE380903T1 (de)
DE (1) DE602005003723T2 (de)
ES (1) ES2298927T3 (de)
IT (1) ITRM20040347A1 (de)
PL (1) PL1624112T3 (de)
PT (1) PT1624112E (de)
SI (1) SI1624112T1 (de)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2592187A1 (de) * 2011-11-12 2013-05-15 Hermann Spengler GmbH & Co. KG Fahrspurbegrenzungseinrichtung
WO2014047667A1 (de) * 2012-09-27 2014-04-03 Rebloc Gmbh Begrenzungselement für verkehrsflächen
ITUA20162932A1 (it) * 2016-04-27 2017-10-27 Comes Srl Barriera stradale
CN115323950A (zh) * 2022-09-20 2022-11-11 广州桃园建筑工程有限公司 一种公路声屏障基础预埋件、声屏障及施工方法

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0641892A2 (de) * 1993-09-02 1995-03-08 SPIG SCHUTZPLANKEN-PRODUKTIONS-GESELLSCHAFT MBH & CO.KG Stählerner Leitplankenstrang
EP1136624A2 (de) * 2000-03-23 2001-09-26 Shorel Anstalt Leitplankenelement mit schrittweiser Absorbierung der Aufprallenergie, Anordnung mittels mit Gewinde versehenem Befestigungsmittel
EP1167628A2 (de) * 2000-06-26 2002-01-02 Renton Productions Limited Strassenleitplanke

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0641892A2 (de) * 1993-09-02 1995-03-08 SPIG SCHUTZPLANKEN-PRODUKTIONS-GESELLSCHAFT MBH & CO.KG Stählerner Leitplankenstrang
EP1136624A2 (de) * 2000-03-23 2001-09-26 Shorel Anstalt Leitplankenelement mit schrittweiser Absorbierung der Aufprallenergie, Anordnung mittels mit Gewinde versehenem Befestigungsmittel
EP1167628A2 (de) * 2000-06-26 2002-01-02 Renton Productions Limited Strassenleitplanke

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2592187A1 (de) * 2011-11-12 2013-05-15 Hermann Spengler GmbH & Co. KG Fahrspurbegrenzungseinrichtung
WO2014047667A1 (de) * 2012-09-27 2014-04-03 Rebloc Gmbh Begrenzungselement für verkehrsflächen
ITUA20162932A1 (it) * 2016-04-27 2017-10-27 Comes Srl Barriera stradale
CN115323950A (zh) * 2022-09-20 2022-11-11 广州桃园建筑工程有限公司 一种公路声屏障基础预埋件、声屏障及施工方法
CN115323950B (zh) * 2022-09-20 2023-12-12 广州桃园建筑工程有限公司 一种公路声屏障基础预埋件、声屏障及施工方法

Also Published As

Publication number Publication date
EP1624112B1 (de) 2007-12-12
DE602005003723D1 (de) 2008-01-24
ES2298927T3 (es) 2008-05-16
ITRM20040347A1 (it) 2004-10-13
SI1624112T1 (sl) 2008-04-30
DE602005003723T2 (de) 2008-12-04
PL1624112T3 (pl) 2008-05-30
PT1624112E (pt) 2008-03-19
ATE380903T1 (de) 2007-12-15

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