EP1452666A2 - Mur de protection en béton - Google Patents

Mur de protection en béton Download PDF

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Publication number
EP1452666A2
EP1452666A2 EP04001752A EP04001752A EP1452666A2 EP 1452666 A2 EP1452666 A2 EP 1452666A2 EP 04001752 A EP04001752 A EP 04001752A EP 04001752 A EP04001752 A EP 04001752A EP 1452666 A2 EP1452666 A2 EP 1452666A2
Authority
EP
European Patent Office
Prior art keywords
concrete
wall according
protective wall
approximately
base part
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
EP04001752A
Other languages
German (de)
English (en)
Other versions
EP1452666A3 (fr
EP1452666B1 (fr
Inventor
Raymond Smolders
Holger Thieme
Markus Zimmermann
Werner Aeschlimann
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.)
Wirtgen GmbH
Original Assignee
Wirtgen 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 Wirtgen GmbH filed Critical Wirtgen GmbH
Publication of EP1452666A2 publication Critical patent/EP1452666A2/fr
Publication of EP1452666A3 publication Critical patent/EP1452666A3/fr
Application granted granted Critical
Publication of EP1452666B1 publication Critical patent/EP1452666B1/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
    • E01F15/08—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 protective wall according to the preamble of the claim 1.
  • the concrete crash barriers can be used instead of steel crash barriers.
  • a so-called "New Jersey profile" (FIG. 8) is known, in which the concrete body a base part with vertical side walls and a height of approx. 80 mm, to which there is a transition section with an inclination angle to the vertical of approx. 35 °. This transition section closes a wall part that is conical upwards at an angle of approx. 6 ° tapered to the vertical.
  • the total height of this known concrete bulkhead is 800 mm.
  • the well-known concrete protective wall mentioned at the beginning fulfills the criteria holding level H2.
  • a step protective wall (FIG. 9) is also known which is somewhat narrower (540 mm) and slightly higher (900 mm) than the New Jersey bulkhead, however only the holding level H2 enables.
  • a modification of this step protection wall, which should reach containment level H4b sees a higher overall height with simultaneous widening of the base part.
  • Another disadvantage of this height is that the crossing unnecessary for road maintenance or emergency personnel is difficult, but also the escape options for accident victims worsened become.
  • the cross-sectional area of the profile has too large an area, so that the Manufacturing costs are very high due to the high cost of materials.
  • This The known concrete protective wall does reach containment level H4b, but not that ASI value (Acceleration Severity Index) standardized in the same standard.
  • the invention is therefore based on the object, a concrete protective wall to create the type mentioned, with a reduced material cost not only the containment level H4b, but also an ASI value ⁇ 1.4 complies with DIN EN1317 and at the same time employees of the road maintenance department, accident victims or rescue personnel offers greater security.
  • the invention advantageously provides that the total height of the concrete body is approximately 950 to 1050 mm, preferably approximately 1000 mm, that the ratio of the contact width of the base part to the total height of the concrete body is more than approximately 0.6, preferably approximately 0.7, the cross-sectional area of the concrete body being less than 0.4 m 2 , preferably approximately 0.33 to 0.39 m 2 .
  • the concrete protective wall according to the invention met despite the reduction in height with a slight widening of the base part and with simultaneous Reduction of the cross-sectional area the high requirements according to containment level H4b, as well as an ASI value ⁇ 1.4 with the same effective range W according to DIN standard DIN EN 1317.
  • the reduced height ensures that the driver is unable to see is significantly reduced, while crossing the concrete protective wall simplified in emergencies or for maintenance services of the road maintenance department is.
  • the reduction of the cross-sectional area leads to a saving of approx. 70 t concrete per km.
  • the concrete body can preferably have several longitudinal reinforcements.
  • This Longitudinal reinforcements consist, for example, of metal bars with a Diameter from approx. 10 to 15 mm.
  • an intermediate layer preferably a plastic film.
  • This liner prevents interlocking or interlocking of the concrete protective wall with the substrate, so essentially the inertia of the mass of the concrete bulkhead the impact dampens a vehicle and not anchoring the concrete body with the road surface. This will result in the maximum delay on occupants impact of an accident vehicle reduced.
  • the area of Transitional section preferably circular in cross section, in Longitudinally extending cavity is arranged.
  • the preferred circular cross-sectional shape results without reducing the required strength to reduce the cross-sectional area of the concrete body. This results in a further significant material saving without to impair the safety-relevant properties of the concrete protective wall.
  • the cross section of the cavity has a diameter of approximately 150 to approximately 250 mm, preferably about 200 mm. This leads to additional material savings of approx. 70 t concrete per km.
  • the concrete body In the longitudinal direction of the concrete body can be vertical at a predetermined distance running joints to reduce the rigidity in the longitudinal direction be arranged.
  • the parting lines are preferably filled with an elastic material.
  • the base part In the base part are, at predetermined intervals, transverse to the longitudinal direction, downward open drainage channels arranged that drain the Allow water from one side of the road to the other.
  • the concrete body can lie vertically one above the other at predetermined lateral distances Has steps as climbing aids. In this way, it will exceed the concrete protective wall in emergencies or for road maintenance activities facilitated.
  • the cavity in the transition section and / or in the base part can be one Pipe profile part may be limited. This tubular profile part can lead to a significant increase of the strength values of the concrete protective wall.
  • the longitudinal reinforcements in particular consist of pipes in the area of the wall part.
  • the wall part can have a structured, preferably corrugated surface, which can consist of 3 to 5 sheets, for example.
  • the corrugated surface also leads to material savings.
  • the larger surface of the wall part leads to higher friction in the event of a vehicle crash and thus to increased energy loss. It can be easily deformable Adapt the front of a vehicle to the surface cross-sectional profile of the wall part and in this way the vehicle better in the desired direction route along the bulkhead.
  • the structured, in particular corrugated surface reduces the Danger of a vehicle crashing into the concrete protective wall and thus prevents the vehicle from rolling over.
  • the base part can have a rectangular cross section with a height of at least about 100 mm. In connection with an enlarged riot width of the base part, such a base part lowers the center of gravity of the Concrete body and thereby reduces the risk of the concrete protective wall tipping over.
  • the concrete body on its underside has a longitudinally extending channel with a projection a foundation plate is engaged.
  • a concrete protective wall can be used where there is only a limited relocation of the concrete protective wall is permitted in the event of an impact.
  • a damping material can be arranged between the channel and the projection be, for example, made of styrofoam or another plastic material can exist.
  • the foundation plate can be completely or partially embedded in the road surface his.
  • Fig. 1 shows a cross section through a one-piece concrete protective wall with a Concrete body 1, with a base part 4, a transition section 6 and a conically tapering wall part 8.
  • the base part 4 has vertical side walls 5, the base part 4 having a rectangular cross section Has profile shape.
  • the contact width of the base part 4 is more than approx. 600 mm, preferably approx. 700 mm with a height of the base part of approx. 100 mm.
  • the transition section 6 adjoining the base part 4 upwards has a rounded transition with a transition radius of, for example, 250 mm to the wall part 8, the angle of inclination of the surface of the transition section 6 to the vertical being approximately 35 °.
  • the angle of inclination of the wall part 8 is approximately 6 ° to the vertical.
  • the width of the wall part 8 at the upper end is approximately 210 mm, the total height of the concrete body 1 being a maximum of approximately 1000 mm.
  • the cross-sectional area of the concrete body 1 in the exemplary embodiment in FIG. 1 is 0.384 m 2 . This profile shape consequently leads to material savings despite compliance with containment level H4b according to DIN EN 1317 while maintaining an ASI value ⁇ 1.4.
  • the concrete protective wall can be placed directly on a street surface 2.
  • an intermediate layer 14 preferably made of plastic between the base part 4 and the road surface 2 may be provided.
  • FIG. 2 shows the arrangement of a cavity 18 which extends in the longitudinal direction and has a circular cross section.
  • this cavity 18 which is preferably arranged in the transition section 6, a further reduction in the cross-sectional area of the concrete body 1 to 0.352 m 2 is possible without negatively influencing the strength properties of the concrete protective wall.
  • separating joints 27 of a width of, for example, 10 to 30 mm can be provided at predetermined intervals in the longitudinal direction, which are preferably filled with an elastic material 29. These joints 27 lead to a reduction in the rigidity of the concrete protective wall in the longitudinal direction.
  • the mutual spacing of the joints 27 in the longitudinal direction can be adapted to the local requirements.
  • Fig. 2 shows the parting lines 27 in the sectional plane.
  • FIG. 3 shows an embodiment in which 10 instead of the longitudinal reinforcements
  • Pipe profiles 24 are used as longitudinal reinforcements.
  • Both the longitudinal reinforcements 10 and the tubular profiles 24 are preferably made of metal but also from another material, for example plastic, in particular carbon fiber reinforced plastic.
  • cavity 18 may be of a cross-sectional shape adapted tubular section 22 may be limited.
  • This tubular profile part 22 can also consist of metal or plastic.
  • the cavity 18 with or without a tubular profile part 22 can also be used for drainage functions or for the arrangement of electrical Lines are used.
  • the cavity is filled with foam is.
  • a drainage channel running transversely to the concrete protective wall Figure 26 shows a drain of water from one side of the concrete bulkhead to the other.
  • Such drainage channels 26 can at a freely selectable distance according to local requirements be arranged.
  • the cavity 18 with or without a tubular profile part 22 is also deeper to the area of the base part 4 or higher up to the area of Wall part 8 can be arranged.
  • Steps can be formed in the surface of the transition section 6 and in the wall part 8 25 be let in as climbing aids.
  • Fig. 4 shows a further embodiment of a concrete protective wall
  • the wall part 8 has a corrugated surface.
  • the corrugated surface is advantageous in order to prevent a vehicle from getting on and possibly rolling over in the event of an impact.
  • the cross-sectional area is approximately 0.361 m 2 .
  • Fig. 5 shows an alternative embodiment in which the concrete protective wall rests on a foundation plate 28 which runs continuously in the longitudinal direction.
  • the lower edge of the concrete body 1 preferably lies on the foundation plate in this way 28 on that they are essentially flush with the road surface 2 or with the intermediate layer 14.
  • the foundation plate 28 recessed into the carriageway.
  • the foundation plate 28 has one Projection 30, which is in engagement with a longitudinally extending Channel 34 on the underside of the concrete body 1.
  • a damping material 32 e.g. Styrofoam material, arranged his.
  • the cross-sectional profile shape of the protrusion 30 is the cross-sectional profile shape of channel 34 adjusted.
  • Fig. 6 shows an embodiment in which the profile of the concrete body 1 in its vertical axis of symmetry is divided. In this way it is possible to arrange two halves of the concrete body 1a, 1b at a distance from each other and leave the space open, or fill up with soil 38, for example, to provide greenery 40 at the top of the concrete bulkhead.
  • the reinforcements 10 are in each concrete body 1a, 1b provided.
  • the space between the halves of the concrete body 1a, 1b also with a damping material for energy absorption, for example one Clay granulate to be filled.
  • a damping material for energy absorption for example one Clay granulate to be filled.
  • Fig. 7 shows an embodiment with a corrugated surface of the wall part. by virtue of the profile contour at the upper end of the wall part 8 (as in the embodiment 4) there is the possibility of signs, beacons or light shields 42 with, for example, a form-fitting plug-in clamp connection 44 to put on the concrete bulkhead.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Road Paving Structures (AREA)
EP20040001752 2003-02-28 2004-02-02 Mur de protection en béton Expired - Lifetime EP1452666B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE20303254U 2003-02-28
DE20303254U DE20303254U1 (de) 2003-02-28 2003-02-28 Beton-Schutzwand

Publications (3)

Publication Number Publication Date
EP1452666A2 true EP1452666A2 (fr) 2004-09-01
EP1452666A3 EP1452666A3 (fr) 2005-12-14
EP1452666B1 EP1452666B1 (fr) 2014-07-30

Family

ID=32695295

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20040001752 Expired - Lifetime EP1452666B1 (fr) 2003-02-28 2004-02-02 Mur de protection en béton

Country Status (2)

Country Link
EP (1) EP1452666B1 (fr)
DE (1) DE20303254U1 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1722037A2 (fr) 2005-05-10 2006-11-15 Durabel Baubedarf GmbH Dispositif de guidage de la circulation
EP1762660A1 (fr) 2005-09-13 2007-03-14 TOGE-Dübel A. Gerhard KG Dispositif de guidage routier
DE102010036334A1 (de) * 2010-07-12 2012-01-12 Linetech Gmbh & Co. Kg Fahrbahn für Fahrzeuge sowie Verfahren zu deren Herstellung
IT201900016088A1 (it) * 2019-09-11 2021-03-11 Anas S P A Barriera di sicurezza stradale
CN115949016A (zh) * 2022-12-20 2023-04-11 济南城建集团有限公司 一种二次增高的护栏及护栏的施工方法
CN115992495A (zh) * 2022-12-20 2023-04-21 济南城建集团有限公司 一种二次改造的混凝土护栏结构及护栏结构增高的施工方法

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005030412A1 (de) * 2005-06-30 2007-01-04 Tss Technische Sicherheits-Systeme Gmbh Rückhaltesystem
DE202011005689U1 (de) 2011-04-28 2011-09-12 Eurovia Beton Gmbh Fahrzeugrückhaltesystem
DE202014005167U1 (de) * 2014-06-27 2015-10-01 Strabag Ag Betonleitwand
DE102015100277A1 (de) 2015-01-09 2016-07-14 Technische Universität Dresden Betonwand und Herstellungsverfahren mittels Gleitschalung

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1985005136A1 (fr) * 1984-05-07 1985-11-21 Associated Concrete Products Incorporated Barriere avec conduites internes et son procede de construction
CH689790A5 (fr) * 1993-05-07 1999-11-15 Colas Sa Dispositif de protection routière polyvalent.
US6413009B1 (en) * 2000-11-06 2002-07-02 Barrier Systems, Inc. Vehicular traffic barrier system
US6679649B1 (en) * 2002-12-27 2004-01-20 Sps New England, Inc. Barrier wall apparatus and method of construction

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1985005136A1 (fr) * 1984-05-07 1985-11-21 Associated Concrete Products Incorporated Barriere avec conduites internes et son procede de construction
CH689790A5 (fr) * 1993-05-07 1999-11-15 Colas Sa Dispositif de protection routière polyvalent.
US6413009B1 (en) * 2000-11-06 2002-07-02 Barrier Systems, Inc. Vehicular traffic barrier system
US6679649B1 (en) * 2002-12-27 2004-01-20 Sps New England, Inc. Barrier wall apparatus and method of construction

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1722037A2 (fr) 2005-05-10 2006-11-15 Durabel Baubedarf GmbH Dispositif de guidage de la circulation
EP1762660A1 (fr) 2005-09-13 2007-03-14 TOGE-Dübel A. Gerhard KG Dispositif de guidage routier
DE102010036334A1 (de) * 2010-07-12 2012-01-12 Linetech Gmbh & Co. Kg Fahrbahn für Fahrzeuge sowie Verfahren zu deren Herstellung
DE102010036334B4 (de) 2010-07-12 2019-10-10 Linetech Gmbh & Co. Kg Fahrbahn für Fahrzeuge sowie Verfahren zu deren Herstellung
IT201900016088A1 (it) * 2019-09-11 2021-03-11 Anas S P A Barriera di sicurezza stradale
WO2021048603A1 (fr) * 2019-09-11 2021-03-18 Anas S.P.A. Barrière de sécurité routière
CN115949016A (zh) * 2022-12-20 2023-04-11 济南城建集团有限公司 一种二次增高的护栏及护栏的施工方法
CN115992495A (zh) * 2022-12-20 2023-04-21 济南城建集团有限公司 一种二次改造的混凝土护栏结构及护栏结构增高的施工方法

Also Published As

Publication number Publication date
EP1452666A3 (fr) 2005-12-14
DE20303254U1 (de) 2004-07-08
EP1452666B1 (fr) 2014-07-30

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