EP1284325A2 - Element de paroi en béton - Google Patents

Element de paroi en béton Download PDF

Info

Publication number
EP1284325A2
EP1284325A2 EP02450172A EP02450172A EP1284325A2 EP 1284325 A2 EP1284325 A2 EP 1284325A2 EP 02450172 A EP02450172 A EP 02450172A EP 02450172 A EP02450172 A EP 02450172A EP 1284325 A2 EP1284325 A2 EP 1284325A2
Authority
EP
European Patent Office
Prior art keywords
elements
concrete wall
support
wall element
anchoring
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
EP02450172A
Other languages
German (de)
English (en)
Other versions
EP1284325B1 (fr
EP1284325A3 (fr
Inventor
Alfred Redlberger
Franz Spitzer
Alexander Barnas
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.)
MABA Fertigteilindustrie GmbH
Original Assignee
MABA Fertigteilindustrie 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 MABA Fertigteilindustrie GmbH filed Critical MABA Fertigteilindustrie GmbH
Priority to AT02450172T priority Critical patent/ATE420996T1/de
Priority to EP08016959.2A priority patent/EP2017388B1/fr
Publication of EP1284325A2 publication Critical patent/EP1284325A2/fr
Publication of EP1284325A3 publication Critical patent/EP1284325A3/fr
Application granted granted Critical
Publication of EP1284325B1 publication Critical patent/EP1284325B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

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
    • E01F15/088—Details of element connection
    • 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
    • E01F15/083—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 concrete

Definitions

  • the invention relates to a concrete wall element for a restraint system on roads, wherein opposite long sides in the support area of the concrete wall elements at least support elements are partially provided along its length, each by means of Anchoring elements are non-positively connected to the concrete wall element.
  • a disadvantage of these known concrete wall elements is that due to an impact of the loads occurring the anchoring elements fail and the Can partially release support elements from the concrete wall element. It may be that after the impact, at least one support element projects into the oncoming traffic area, which increases the risk of accidents there. It is also the case with these concrete wall elements disadvantageous that after the failure of the anchoring elements, the friction of the concrete wall element is reduced, causing larger displacements of the concrete wall elements can come into the oncoming traffic area. Form at this shift kinks at the joints of two concrete wall elements.
  • the object of the invention is therefore to provide a concrete wall element of the type mentioned to indicate that a sufficiently stable installation with a relatively small effective width enables so that the oncoming traffic area is not obstructed after an impact.
  • one of the support elements should not protrude after an impact become.
  • this is achieved in that at least one of the anchoring elements in the edge area of the support elements as a deformation element with a free length is formed between the support element and the concrete wall element.
  • Another advantage is that the support element, since it is connected to the concrete wall element remains connected, counteracts a displacement of the concrete wall element, whereby the Risk of impairment of the oncoming traffic area is further reduced.
  • the free length of the Deformation element larger than its smallest cross-sectional dimension in the area of Support element is.
  • This design ensures good deformability of the deformation element, whereby the strength of the concrete wall element according to the invention is improved becomes.
  • the outermost anchoring elements are designed as deformation elements.
  • This design also allows small areas of the support element to be removed effectively prevented.
  • the support elements include steel profile element.
  • a passable surface of the support elements can be formed with the steel profile element become.
  • the concrete wall element a cavity in the area of the free length of the deformation element trains in which a recess body can be inserted.
  • the recess body forms a bedding of the deformation element, whereby the Resilience of the concrete wall element according to the invention is further increased. Furthermore, can the formation of the cavity in the manufacture by the recess body be ensured.
  • the anchoring elements in are essentially rod-shaped and, preferably on the support element opposite end, have an anchor piece.
  • Rod-shaped anchoring elements are simple and inexpensive to manufacture.
  • the Anchor head ensures a secure hold of the anchoring elements in the concrete wall element.
  • Another embodiment of the invention may consist in that the Anchoring elements are attached to the support element in a zigzag shape.
  • the zigzag arrangement of the anchoring elements improves the connection between support element and concrete wall element.
  • Anchoring elements are connected to the reinforcement of the concrete wall element.
  • connection with the reinforcement it can be anchored in the concrete wall element run particularly stable.
  • the support elements Mounts for, preferably elastic, bearing elements.
  • the bearing elements ensure that the subsurface is created by installing the concrete wall elements will not be damaged, even if the surface is exposed to heat is softened. Furthermore, the bearing elements can have a particularly high coefficient of friction have, which makes it difficult to move the concrete wall elements.
  • the invention further relates to a guide wall for traffic routes with concrete wall elements, which have drawstrings running inside, the ends of which end with Engagement elements are provided, in which coupling tension members for non-positive Connection of adjacent concrete wall elements can be used, in particular using a aforementioned concrete wall element.
  • the object of the invention is to move parts of the guide wall in the To prevent oncoming traffic.
  • the invention further relates to a guide wall for traffic routes with concrete wall elements, which have drawstrings running inside, the ends of which end with Engagement elements are provided, in which coupling tension members for non-positive Connection of adjacent concrete wall elements can be used, in particular using a aforementioned concrete wall element.
  • the object of the invention is to move parts of the guide wall in the Oncoming traffic area, in particular the formation of a kink at the joint between two concrete wall elements.
  • the clamp element reinforces the joint and thereby prevents the buckling Concrete wall elements.
  • the concrete wall elements and the Clamping elements have bores, which means that in particular screws or the like, can be connected.
  • the concrete wall elements can be used when erecting a guide wall according to the invention can be quickly connected to one another, ensuring that the connection is not released even in the event of an impact.
  • the concrete wall elements and the clip elements have a predetermined play.
  • the guide wall according to the invention can be used Low or medium energy impact, e.g. in the event of a car crash, as predominantly compliant baffle and in the event of a high energy impact, e.g. at a Impact of a truck, designed as a predominantly rigid guide wall.
  • the Clamp elements in the area between the concrete wall elements have cross bars.
  • the rigidity of the clamp elements can be further improved by the crossbars.
  • clamp elements in Head area and / or in the foot area of the guide wall are / is.
  • elastic pressure compensation element in the area of At least one joint between the end faces of adjacent concrete wall elements flat, elastic pressure compensation element is arranged positively.
  • the concrete wall element 1 has support elements 2 along its two long sides.
  • the support elements 2 extend in this embodiment over the entire length of the concrete wall element 1. At other embodiments, the support elements 2 extend only over a part of the Length of the concrete wall element 1, it also being possible for several supporting elements 2 are arranged on a long side of the concrete wall element 1.
  • the support elements 2 are connected to the concrete wall element 1 by means of anchoring elements 3 non-positively connected. This connection is usually through at least partially Pouring the anchoring elements 3 into the concrete wall element 1.
  • the Anchoring elements 3 are, according to FIG. 2, uniform over the length of the support element 2 distributed. In other embodiments, a concentration of Anchoring elements 3, preferably according to the expected load peaks of the support elements 2 may be provided. In another embodiment Anchoring elements 3 are provided, which extend over at least a region of the Extend support element 2 and preferably formed substantially plate-shaped are.
  • Concrete wall element 1 results. Easy to manufacture anchoring elements 3, the one Ensure a secure connection are rod-shaped anchoring elements 3, which on their have an anchor piece 33 opposite the support element 2.
  • the staff 32 can have a round cross-section, as can the anchor piece 33.
  • Embodiments are provided elongated anchor pieces 33, so that the Anchoring element 3 has an L- or T-shaped shape.
  • a particularly stable Connection of the support element 2 with the concrete wall element 1 can be achieved if the anchoring elements 3 with the reinforcement 16 of the concrete wall element 1 are connected.
  • Anchoring elements 3 cast over their entire length in the concrete wall element 1.
  • the outermost anchoring elements 3 are as deformation elements 31 formed and have a free length between the support element 2 and the concrete wall element 1 on. In the area of the free length, they are of a recess body 38 surround.
  • a support element 2 comprises a steel profile element 24, which is L-shaped is formed, the anchoring elements 3 and the deformation elements 31 on the shorter legs attached, in particular welded.
  • the support element 2 is like this connected to the concrete wall element 1 that the two outer edges of the steel profile element 24 form a footprint.
  • too Steel profile elements 24 with a different cross section can be used.
  • FIG. 5 and 6 are the top view and the side view of a possible Embodiment of the recess body 38 shown.
  • This essentially consists of a cuboid block made of a resilient, elastic or elasto-plastic Material.
  • the recess body 38 has an open-edged recess 39, so that it around the deformation element 31 can be pushed. When installed, the Recess body 38 a bedding of the free length of the deformation element 31, whereby the resilience of the deformation element 31 is increased.
  • the Concrete wall element 1 forms a around the free length of the deformation element 31 Cavity, the dimensions of which correspond to those of the recess body 38.
  • the Recess body 38 can be pushed into the cavity and around the deformation element 31 become.
  • the deformation element 31 is shown in a deformed state, wherein the undeformed position is shown in dashed lines.
  • the deformation element 31 can over its deform free length.
  • the free length of the deformation element 31 is at least greater than is its smallest cross-sectional dimension in the area of the support element 2.
  • one of the anchoring elements 3 is designed as a deformation element 31, this becomes not sheared when the concrete wall element 1 is loaded, since it can deform, whereby the load on the adjacent anchoring element 3 is increased. if the Load is too large, this anchoring element 3 will fail, which is what Deforming element 31 further deformed until the closest one that has not yet failed Anchoring element 3 absorbs the load. Furthermore, the load on drawstrings 17 also taken up by the adjacent concrete wall elements 1. It is therefore constructively for the deformation element 31 to ensure that it is as far without fail to deform until other elements accept the load. One can plastic deformation of the deformation element 31 may be provided.
  • the Recess body 38 increases the resilience of the deformation element 31 and prevents it also that the deformation element 31 can begin to oscillate. With discharge of the Concrete wall element 1 prevents deformation element 31 from supporting element 2 can partially protrude from the concrete wall element 1.
  • Recess body 38 are connected to the deformation element 31 to the Ensure the formation of the cavity in the concrete wall element 1, the Recess body remains in the concrete wall element 1.
  • FIG. 8 the front view of the support element 2 is attached Anchoring elements 3 or deformation elements 31 and in FIG. 9 a sectional view of the end of the support element 2 shown in FIG. 8.
  • FIG. 10 and 11 show the opposite end of the Support element 2, so that a support plate 22 can be seen instead of the sleeve 21.
  • Fig. 12 the side view of a clutch pressure member 4 is shown. In the shown Execution is based on a screw 41, the shaft of which is partially guided by the sleeve 21, from the head side on the support plate 22.
  • the clutch pressure member 4 can be biased so that immediately after Merging the adjacent concrete wall elements 1 a resistance through the Coupling pressure member 4 is brought towards.
  • the Coupling pressure members 4 By attaching the Coupling pressure members 4 on the support elements 2, these also act on the side Buckling of the joint between the adjacent concrete wall elements 1, which reduces the tendency to form a kink.
  • the connection adjacent concrete wall elements 1 by means of the coupling pressure members 4 provides a Simple detachable connection that is easily manufactured and / or solved on a construction site can be.
  • Fig. 12 is a section through the support element 2 and a holder 23 for Bearing element 25 shown.
  • the bracket can be designed as a threaded rod 23, so that the bearing element 25 can be detachably connected to the support element 2 in a simple manner can.
  • the holder is designed as a pin 23 on which Bearing element 25 can be glued.
  • 14 to 17 are different Embodiments of bearing elements 25 shown, which consist of an elastic Material with low thermal conductivity.
  • the steel profile elements heat up 24 Insulate due to heat radiation, especially direct sunlight the bearing elements 25 the underground and prevent the underground due to high temperature of the steel profile elements 24 softens and parts of the concrete wall element Stamp 1 into the surface.
  • the bearing elements 25 have one high coefficient of friction so that they move the concrete wall element 1 a high Show resistance.
  • the materials of the bearing elements 25 are not, however elastic materials, e.g. Rubber or the like. Limited, but can also be made Plastics or metals can be produced, which may have a coating for May have an increase in the coefficient of friction.
  • FIG. 18 is a top view of the end faces 11 of two adjacent concrete wall elements 1 shown. Between the concrete wall elements 1 is a wedge-shaped Pressure compensation element 91 attached, whereby the tendency to form a Kink is reduced.
  • the adjacent concrete wall elements 1 are by a Coupling tension member 19 connected, which engages with the tension bands 17 via engagement elements 18 the concrete wall elements 1 acts.
  • 19 is the front view of one of the concrete wall elements 1 shown in FIG. 18, wherein it can be seen that two wedge-shaped Pressure compensation elements 91 are provided.
  • This embodiment of the Concrete wall element 1 according to the invention has a central coupling pressure element 4 in the axis of symmetry of the concrete wall element 1. In other embodiments wedge-shaped pressure compensation elements 91 and coupling pressure members 4 on the Support elements 2 are provided.
  • 20 to 22 are the end views of further embodiments according to the invention Concrete wall elements 1 shown.
  • 23 is the foot region 12 of the embodiments 21 or 22 shown enlarged.
  • the Anchoring elements 3 and the deformation elements 31 by reinforcing bars, which have the shape of eyelets 3, 31, formed with the reinforcement 16 of the concrete wall element 1 can be connected.
  • the support element 2 comprises the steel profile element 24, which is connected to the eyelets 3, 31, in particular welded or glued, is.
  • the area between the steel profile element 24 and the concrete wall element 1 can be poured with concrete, resulting in a good connection between the support element 2 and the concrete wall element 1 results.
  • the end faces 11 of adjacent concrete wall elements 1, which by means Bracket elements 5 are connected, shown in section. 25 is the end view One of the concrete wall elements 1 shown in FIG. 24, the bracket elements 5th are cut.
  • the bracket elements 5 essentially have a U-profile and each extend over a region of the end faces 11 of both concrete wall elements 1. By this training they prevent the formation of a kink at the joint adjacent concrete wall elements 1.
  • To stiffen the bracket elements 5 is in the area a crossbar 54 is attached between the concrete wall elements 1.
  • the clamp elements 5 and the concrete wall elements 1 have bores 51, 52, whereby they are by means of Fastening elements 53 are connectable. Appear for a detachable connection especially screws 53 to be advantageous.
  • the bores 52 of the concrete wall element 1 are reinforced by an additional reinforcement 55, which is connected to the reinforcement 16.
  • the bracket elements 5 may have an L-profile, the Road side facing the concrete wall element 1 no recesses or the like for the clamp element 5 must have and a support element 2 over its entire length can have.
  • the clamp elements 5 can reduce the risk of forming a kink not only in the area of the joint of adjacent concrete wall elements 1 of a guide wall Concrete wall elements 1 with support elements 2, but with a variety of different Concrete wall elements 1 are used.
  • the concrete wall elements 1 have play in relation to the clamp elements 5.
  • the concrete wall elements 1 can withstand a low to medium impact Move energy freely (e.g. by a car) and thus the impact intercept, however, in the event of a high-energy impact (e.g. truck), the movement of the Concrete wall elements 1 limited by the bracket elements 5, so that the Oncoming traffic area cannot be endangered.
  • This version thus enables the advantages of a flexible guide wall with the requirements of a safe one Retaining effect to limit the deflection of the guide wall.
  • the concrete wall elements 1 according to the invention are particularly suitable for securing of traffic routes through the formation of guide walls, which are only a small width and / or have a small permissible displacement path, whereby they in particular can be used in construction areas or on bridges.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Road Paving Structures (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
EP02450172A 2001-08-14 2002-08-05 Element de paroi en béton Expired - Lifetime EP1284325B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
AT02450172T ATE420996T1 (de) 2001-08-14 2002-08-05 Beton-wandelement
EP08016959.2A EP2017388B1 (fr) 2001-08-14 2002-08-05 Elément mural en béton

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT0127801A AT413711B (de) 2001-08-14 2001-08-14 Beton-wandelement
AT12782001 2001-08-14

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP08016959.2A Division EP2017388B1 (fr) 2001-08-14 2002-08-05 Elément mural en béton

Publications (3)

Publication Number Publication Date
EP1284325A2 true EP1284325A2 (fr) 2003-02-19
EP1284325A3 EP1284325A3 (fr) 2004-01-02
EP1284325B1 EP1284325B1 (fr) 2009-01-14

Family

ID=3688037

Family Applications (2)

Application Number Title Priority Date Filing Date
EP02450172A Expired - Lifetime EP1284325B1 (fr) 2001-08-14 2002-08-05 Element de paroi en béton
EP08016959.2A Expired - Lifetime EP2017388B1 (fr) 2001-08-14 2002-08-05 Elément mural en béton

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP08016959.2A Expired - Lifetime EP2017388B1 (fr) 2001-08-14 2002-08-05 Elément mural en béton

Country Status (6)

Country Link
EP (2) EP1284325B1 (fr)
AT (2) AT413711B (fr)
DE (1) DE50213212D1 (fr)
DK (1) DK1284325T3 (fr)
ES (1) ES2323360T3 (fr)
PT (1) PT1284325E (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE1016571A3 (nl) * 2005-03-24 2007-02-06 Wolters Nv Ankersparende en energieabsorberende langse beschermer.

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT501244B1 (de) 2004-12-29 2007-10-15 Sticht Fertigungstech Stiwa Verfahren zur herstellung einer baugruppe aus mehreren miteinander gefügten teilen
CN103389495B (zh) * 2013-07-18 2015-04-22 中国航天空气动力技术研究院 一种针对提高低频声源分辨率的修正方法

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0258610A (ja) * 1988-08-23 1990-02-27 Ishikawajima Constr Materials Co Ltd 中央分離帯の改修方法およびそれに使用される防護壁ブロック
JPH0742124A (ja) * 1993-05-28 1995-02-10 Asahi Concrete Works Co Ltd コンクリートガードフェンス
FR2733259A3 (fr) * 1995-04-21 1996-10-25 Spacek Zdenek Paroi de guidage amovible
US5685665A (en) * 1996-05-09 1997-11-11 Lembo; M. Carl Roadway barrier and method of installation
FR2754281A1 (fr) * 1996-10-09 1998-04-10 Snc Star Bloc separateur mobile pour voies de chaussees routieres ou autoroutieres ainsi que procede de fabrication de tels blocs
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
AT405851B (de) * 1997-01-17 1999-12-27 Maba Fertigteilind Gmbh Leitwand für verkehrswege
EP0997582A1 (fr) * 1998-10-28 2000-05-03 François-Xavier Pozin Barrières de securité à liason intégrée
EP1124014A2 (fr) * 2000-01-27 2001-08-16 Maba Fertigteilindustrie GmbH Element de paroi en béton pour barrière de sécurité routière
EP1162315A1 (fr) * 2000-06-08 2001-12-12 Balisage-Securité-Service- B.S.S. Barrière de sécurité en béton pour voies routières et autoroutières
AT409393B (de) * 1999-04-13 2002-07-25 Maba Fertigteilind Gmbh Wandelement zur errichtung einer verkehrsleitwand

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9301089U1 (de) * 1993-01-27 1993-03-25 Stewing Beton- und Fertigteilwerk GmbH & Co. KG, 6096 Raunheim Verkehrsleitstein
IT1302420B1 (it) * 1998-08-05 2000-09-05 Autostrade Concess Const Dispositivi per la decelerazione calibratra dei veicoli urtantiper barriere di sicurezza a profilo new jersey con ancoraggio

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0258610A (ja) * 1988-08-23 1990-02-27 Ishikawajima Constr Materials Co Ltd 中央分離帯の改修方法およびそれに使用される防護壁ブロック
JPH0742124A (ja) * 1993-05-28 1995-02-10 Asahi Concrete Works Co Ltd コンクリートガードフェンス
FR2733259A3 (fr) * 1995-04-21 1996-10-25 Spacek Zdenek Paroi de guidage amovible
US5685665A (en) * 1996-05-09 1997-11-11 Lembo; M. Carl Roadway barrier and method of installation
FR2754281A1 (fr) * 1996-10-09 1998-04-10 Snc Star Bloc separateur mobile pour voies de chaussees routieres ou autoroutieres ainsi que procede de fabrication de tels blocs
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
AT405851B (de) * 1997-01-17 1999-12-27 Maba Fertigteilind Gmbh Leitwand für verkehrswege
EP0997582A1 (fr) * 1998-10-28 2000-05-03 François-Xavier Pozin Barrières de securité à liason intégrée
AT409393B (de) * 1999-04-13 2002-07-25 Maba Fertigteilind Gmbh Wandelement zur errichtung einer verkehrsleitwand
EP1124014A2 (fr) * 2000-01-27 2001-08-16 Maba Fertigteilindustrie GmbH Element de paroi en béton pour barrière de sécurité routière
EP1162315A1 (fr) * 2000-06-08 2001-12-12 Balisage-Securité-Service- B.S.S. Barrière de sécurité en béton pour voies routières et autoroutières

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 014, no. 228 (M-0973), 15. Mai 1990 (1990-05-15) -& JP 02 058610 A (ISHIKAWAJIMA CONSTR MATERIALS CO LTD), 27. Februar 1990 (1990-02-27) *
PATENT ABSTRACTS OF JAPAN vol. 1995, no. 05, 30. Juni 1995 (1995-06-30) -& JP 07 042124 A (ASAHI CONCRETE WORKS CO LTD;OTHERS: 01), 10. Februar 1995 (1995-02-10) *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE1016571A3 (nl) * 2005-03-24 2007-02-06 Wolters Nv Ankersparende en energieabsorberende langse beschermer.

Also Published As

Publication number Publication date
EP2017388A3 (fr) 2014-04-02
EP1284325B1 (fr) 2009-01-14
ATE420996T1 (de) 2009-01-15
PT1284325E (pt) 2009-04-20
EP2017388B1 (fr) 2016-01-06
EP1284325A3 (fr) 2004-01-02
ATA12782001A (de) 2005-09-15
AT413711B (de) 2006-05-15
DE50213212D1 (de) 2009-03-05
DK1284325T3 (da) 2009-05-18
ES2323360T3 (es) 2009-07-14
EP2017388A2 (fr) 2009-01-21

Similar Documents

Publication Publication Date Title
DE69816898T2 (de) Bodenverankerung für ein Schutzplanken-Ende
DE69708296T2 (de) Vorgefertigtes betonelement für die herstellung einer konstruktion mit wandrundbögen
EP1439995B1 (fr) Composant leger, notamment piece de carrosserie
DE202006003836U1 (de) Deckenschalungssystem
EP1927699A1 (fr) Muret de séparation du trafic
WO2001011142A1 (fr) Support a travees multiples
CH636663A5 (en) Road barrier device for keeping vehicles on a road
DE202006017431U1 (de) Übergangskonstruktion mit Betonelementen
DE102008033585B4 (de) Schubdornverbindung
EP1284325A2 (fr) Element de paroi en béton
EP0410335B1 (fr) Elément de renforcement pour la formation de cadres de support dans la construction de tunnels
DE2633668C2 (de) Längsverschiebliche Verbindung zweier hintereinanderliegender balkenförmiger Bauwerksteile, insbesondere Brückenträger
DE10200251B4 (de) Schalungsbauteil und Sturzkasten
DE102008026661B4 (de) Verkehrsleitwand
DE102016118398B4 (de) Fahrzeugrückhaltesystem
DE102007026919A1 (de) Schutzplankenanordnung
DE9006930U1 (de) Leitplankenstrang
DE2921480C2 (fr)
DE9401852U1 (de) Leitwand für Kraftfahrzeuge
DE3237012C2 (de) Fugenüberbrückungs- und -abdichtungsvorrichtung
DE19625819A1 (de) Begeh- und/oder befahrbare Vorrichtung
AT204510B (de) Drucknachgieber Streckenausbaurahmen bestehend aus zwei U-Profilen und einem I-Profilbogen
EP0207210B1 (fr) Montage de panneau d'information ou d'indication
DE102006056182B4 (de) Verkehrsleitwand
DE2554899C3 (de) Nachgiebiger Streckenausbau aus Stahl

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR IE IT LI LU MC NL PT SE SK TR

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR IE IT LI LU MC NL PT SE SK TR

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

17P Request for examination filed

Effective date: 20040702

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR IE IT LI LU MC NL PT SE SK TR

17Q First examination report despatched

Effective date: 20071010

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR IE IT LI LU MC NL PT SE SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REF Corresponds to:

Ref document number: 50213212

Country of ref document: DE

Date of ref document: 20090305

Kind code of ref document: P

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20090413

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: BRAUNPAT BRAUN EDER AG

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2323360

Country of ref document: ES

Kind code of ref document: T3

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090114

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090114

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20091015

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090831

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090415

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20100922

Year of fee payment: 9

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090805

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090114

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090114

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IE

Payment date: 20110819

Year of fee payment: 10

Ref country code: DK

Payment date: 20110824

Year of fee payment: 10

Ref country code: BG

Payment date: 20110824

Year of fee payment: 10

Ref country code: CH

Payment date: 20110824

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20110829

Year of fee payment: 10

Ref country code: GB

Payment date: 20110824

Year of fee payment: 10

Ref country code: AT

Payment date: 20110831

Year of fee payment: 10

Ref country code: PT

Payment date: 20110725

Year of fee payment: 10

Ref country code: ES

Payment date: 20110825

Year of fee payment: 10

Ref country code: SK

Payment date: 20110802

Year of fee payment: 10

Ref country code: SE

Payment date: 20110823

Year of fee payment: 10

Ref country code: CZ

Payment date: 20110801

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20110825

Year of fee payment: 10

Ref country code: IT

Payment date: 20110824

Year of fee payment: 10

Ref country code: BE

Payment date: 20110822

Year of fee payment: 10

REG Reference to a national code

Ref country code: PT

Ref legal event code: MM4A

Free format text: LAPSE DUE TO NON-PAYMENT OF FEES

Effective date: 20130205

BERE Be: lapsed

Owner name: MABA FERTIGTEILINDUSTRIE GMBH

Effective date: 20120831

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20130301

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Ref country code: SE

Ref legal event code: EUG

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 420996

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120805

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20120805

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130301

Ref country code: SE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120806

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120831

Ref country code: CZ

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120805

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120831

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 5281

Country of ref document: SK

Effective date: 20120805

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20130430

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120805

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120831

Ref country code: PT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130205

Ref country code: SK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120805

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120805

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120805

Ref country code: DK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120831

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120805

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130301

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120831

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 50213212

Country of ref document: DE

Effective date: 20130301

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20131021

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120806

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120831