EP1124014A2 - Element de paroi en béton pour barrière de sécurité routière - Google Patents

Element de paroi en béton pour barrière de sécurité routière Download PDF

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Publication number
EP1124014A2
EP1124014A2 EP00890369A EP00890369A EP1124014A2 EP 1124014 A2 EP1124014 A2 EP 1124014A2 EP 00890369 A EP00890369 A EP 00890369A EP 00890369 A EP00890369 A EP 00890369A EP 1124014 A2 EP1124014 A2 EP 1124014A2
Authority
EP
European Patent Office
Prior art keywords
wall
wall element
elements
support
element according
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
EP00890369A
Other languages
German (de)
English (en)
Other versions
EP1124014A3 (fr
EP1124014B1 (fr
Inventor
Alfred Redlberger
Helmut Ing. Heimel
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 EP06001661A priority Critical patent/EP1650353B1/fr
Publication of EP1124014A2 publication Critical patent/EP1124014A2/fr
Publication of EP1124014A3 publication Critical patent/EP1124014A3/fr
Application granted granted Critical
Publication of EP1124014B1 publication Critical patent/EP1124014B1/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
    • E01F15/088—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 streets.
  • the known wall elements can separate the oncoming traffic areas from a certain lane width, they can no longer be used because they take up too much effective installation range. In such cases there are many Forced road operators to rely on traditional methods such as double guidelines fall back to separate different lanes. But how has shown, these security measures are far from sufficient to Avoid road traffic accidents.
  • Known metal wall elements can be made relatively narrow, but they are much more resilient than concrete wall elements.
  • the object of the invention is therefore to provide a wall element of the type mentioned at the outset, which enables a sufficiently stable installation with a relatively small effective width.
  • the increased stability of the wall elements caused by the lateral support elements tipping over allows the wall element to be made of concrete and thus an elevated one to ensure mechanical strength of the same with a relatively small width.
  • the wall element In order to can a cross-sectional widening in the otherwise common with New Jersey concrete wall profiles lower area, which is the field of application of the invention Wall element increased accordingly.
  • a structurally and technically favorable embodiment of the invention can consist in making the cross section of the wall element trapezoidal.
  • a high resistance with a relatively low weight of the wall element can then be achieved if the support elements are formed from metal.
  • On top of the Support elements can be a floor marking in the form of a film or a coat of paint be provided.
  • the Support elements are formed by steel profiles and are anchored in the wall element.
  • the steel profiles are L-shaped Have cross-section, with the shorter L-leg springing back on each bevelled surface of the wall element and the longer L-leg from Wall element protrudes at an acute angle to the floor, so that - in cross section seen - the profile ends of the L-shaped steel profiles support the wall element on the floor.
  • the steel profiles connected in this way to the wall element result in a stable Support in the lower area of the wall element, so that the wall element tilts over can be effectively avoided.
  • the profiled design brings on the one hand Material savings and is also suitable to provide additional elastic bearings.
  • the bearing elements can be positively inserted into the the support elements formed can be inserted and parallel to the bottom of the Form the wall elements of the stand areas.
  • the wall elements are elastic on the bearing elements, which are compressed as far as possible in a collision be that the support elements come into contact with the ground and against one Upset the wall element.
  • bearing elements can then withstand the pressure acting on them withstand if according to a further embodiment of the invention bearing elements as Elastomer bearing elements are formed.
  • the standing surfaces of the bearing elements can be a profile, preferably with a triangular cross section, which the friction of the Bearing elements increased on the underground.
  • Adequate elastic support can be created if according to another Embodiment of the invention, the bearing elements on opposite sides and in Area of the ends of the wall element are arranged.
  • the invention 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 wall elements can be used, especially under Use of a wall element according to the invention.
  • the wall elements that are connected to each other on the end face are in a side Start-up deflected by a motor vehicle depending on the force of the impact, the largest deflection is naturally given at the accident site itself.
  • the clutch pressure members set the clutch tension members under preload, whereby an optimal frictional connection between the wall elements of the Guide wall according to the invention can be achieved without play, with a lateral Impact of a motor vehicle results in less displacement or deflection. By the lower postponement in accidents can result in oncoming traffic accidents can be reduced.
  • the clutch pressure members are formed by threaded screws with a shaft part and a head part, and a threaded sleeve is inserted in each end face of each wall element, in which the threaded screws can be screwed in, so that the head part of the threaded screws on the opposite end face of the adjacent wall element can be supported.
  • a suitable one can be turned by turning the threaded screw in the threaded sleeve Preload of the coupling tension members reached and thus the train connection free of play being held.
  • the coupling pressure members are formed by threaded screws with a shaft part and a head part, the Head part is connected to a support plate, and the clutch pressure members in recesses are used on opposite end faces of the wall elements, one in each Deepening a sleeve for receiving the shaft end of the threaded screw and Support a threaded nut screwed onto the shaft part is provided and the Support plate is supported on the inner wall of the opposite recess.
  • Another embodiment of the invention may consist in that in the area of At least one joint between the end faces of adjacent wall elements flat, elastic pressure compensation element is arranged positively.
  • the wall is deflected in the event of a collision and the individual wall elements shifted, the resulting compressive stresses on the Edge areas of the wall elements can, however, be evened out to such an extent that none Part of the guide wall elements flake off. Furthermore, the uniform Forwarding of the resulting pressure from the outside into the wall elements also one The tensile strength of the entire wall bracing in the longitudinal direction is increased.
  • the pressure compensation element is wedge-shaped because it thereby better adapted to the shape of the gap occurring between the wall elements is.
  • FIG. 1 shows a concrete wall element 1 for a restraint system on roads with trapezoidal cross-section, which is arranged by means of the end face Engagement elements 15, 16 are connected to other similar wall elements can to build a restraint system.
  • Support elements 10, 11 formed at least partially along the length thereof are provided, which are non-positively connected to the wall element 1.
  • the wall element 1 is prevented from tipping over, but nevertheless one allows small width of the wall element cross section.
  • the support elements are over the entire length of the wall element 1 extending steel profiles 10, 11 with an L-shaped cross section formed and anchored in the wall element 1 by anchor bolts 8, which also with the reinforcement of the wall element 1 can be connected. Any are within the scope of the invention Changes in the shape of the support elements possible.
  • the shorter L-leg 81 borders on a recessed beveled surface of the Wall element 1 and the longer L-leg 80 is from wall element 1 in one acute angle to the floor, so that - seen in cross-section - the profile ends the L-shaped steel profiles support the wall element 1 on the floor as soon as this one Is exposed to load during a start-up event.
  • elastic bearing elements 4, 5 are preferred made of an elastomer, inserted into the support elements 10, 11, whereby the profile ends at a load, such as when moving sideways on the wall element 1, touch the floor and prevent the wall element 1 from tipping.
  • Other elastic materials can also be used be used to form the bearing elements.
  • the bearing elements 4, 5 are positively in the by the support elements 10, 11th formed cavity used and form parallel to the underside of the wall element 1 flat Stand space.
  • the bearing elements cause elastic storage of the Wall element, whereby an impression of the same in the floor or underground, e.g. in the asphalt surface, if it becomes warm and soft in summer, is prevented.
  • Another advantage is the increased friction caused by the bearing elements, which causes displacement of the wall element 1 in the event of a side impact of a motor vehicle Opposed resistance.
  • the elastic bearing elements 4, 5 are preferably on opposite sides and in the region of the ends of the wall element 1.
  • the elastic bearing elements 4, 5 are dimensioned as a function of Dead weight of the wall element 1 and depending on the desired Friction values. A vote can e.g. due to different shore hardness and / or Lengths of the bearing elements happen.
  • Fig. 9 shows a section of a guide wall for traffic routes for which the support elements 10, 11 according to the invention can be used.
  • the wall elements 1, 1 ' have tension bands 34, 35 and 34' running inside them, 35 ', the ends of which are provided with end-side engagement elements 15 and 15', in which Coupling tension members 21 for the frictional connection of each adjacent Wall elements 1, 1 'are used.
  • the invention provides that the each adjacent wall elements 1, 1 'additionally by coupling pressure members 55, 57 are connected in or on opposite end faces of the wall elements 1, 1 ' are supported.
  • the coupling pressure members are by threaded screws with a shaft part 55 and a head part 57 and one in each end face of each wall element 1, 1 ' Threaded sleeve 56 inserted.
  • 9 shows the corresponding end face of the wall element 1 shown, in the threaded sleeve 56, the threaded screw 55, 57 is screwed.
  • the head part 57 of the threaded screws is on the opposite one End face of the adjacent wall element 1 'supported.
  • the coupling pressure elements can also be used for baffles with wall elements without side Support elements may be provided.
  • the clutch pressure members are the Guide wall according to the invention by threaded screws with a shaft part 65 and a Head portion 67 formed, which is connected to a support plate 69 which is connected to one by a Steel insert reinforced inner wall 70 of two opposite recesses is supported.
  • a sleeve 68 Receiving the shaft end of the threaded screw and to support one on the Shaft part 65 screw nut 66 provided. In this way, the Coupling pressure member 65, 67 applied pressure very evenly into the wall elements 1, 1 ' be initiated.
  • the coupling pressure members can be below or above the coupling elements 21 be installed.
  • the shape of the pressure compensation element 6, 7 is the course of the shorter L-leg 81 customized.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Road Signs Or Road Markings (AREA)
  • Road Paving Structures (AREA)
  • Fencing (AREA)
EP00890369A 2000-01-27 2000-12-11 Element de paroi en béton pour barrière de sécurité routière Expired - Lifetime EP1124014B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP06001661A EP1650353B1 (fr) 2000-01-27 2000-12-11 Élement de paroi en béton pour barrière de sécurité routière

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT0012500A AT413831B (de) 2000-01-27 2000-01-27 Beton-wandelement für ein rückhaltesystem auf strassen
AT1252000 2000-01-27

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP06001661A Division EP1650353B1 (fr) 2000-01-27 2000-12-11 Élement de paroi en béton pour barrière de sécurité routière

Publications (3)

Publication Number Publication Date
EP1124014A2 true EP1124014A2 (fr) 2001-08-16
EP1124014A3 EP1124014A3 (fr) 2004-01-02
EP1124014B1 EP1124014B1 (fr) 2007-02-14

Family

ID=3634210

Family Applications (2)

Application Number Title Priority Date Filing Date
EP00890369A Expired - Lifetime EP1124014B1 (fr) 2000-01-27 2000-12-11 Element de paroi en béton pour barrière de sécurité routière
EP06001661A Expired - Lifetime EP1650353B1 (fr) 2000-01-27 2000-12-11 Élement de paroi en béton pour barrière de sécurité routière

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP06001661A Expired - Lifetime EP1650353B1 (fr) 2000-01-27 2000-12-11 Élement de paroi en béton pour barrière de sécurité routière

Country Status (5)

Country Link
EP (2) EP1124014B1 (fr)
AT (3) AT413831B (fr)
DE (1) DE50014064D1 (fr)
DK (1) DK1124014T3 (fr)
ES (2) ES2281339T3 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1284325A3 (fr) * 2001-08-14 2004-01-02 Maba Fertigteilindustrie GmbH Element de paroi en béton
WO2007059542A1 (fr) * 2005-11-24 2007-05-31 Delta Bloc Europa Gmbh Element de muret de separation en beton
DE102006053341A1 (de) * 2006-11-10 2008-05-15 Max Bögl Bauunternehmung GmbH & Co. KG Betonleitwand
WO2011088485A1 (fr) 2010-01-21 2011-07-28 Rebloc Gmbh Elément séparateur pour zones de circulation
US20200217028A1 (en) * 2017-08-25 2020-07-09 Nutech Ventures, Inc. Barrier System
CN113502753A (zh) * 2021-08-13 2021-10-15 成都建工路桥建设有限公司 一种桥梁装配式预制护栏安装施工方法

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI128216B (fi) 2009-04-03 2019-12-31 Rudus Betonituote Oy Ajotien reunaan tai kaistoja erottamaan asetettava kaide sekä menetelmät kaide-elementtien kiinnittämiseksi toisiinsa ja irrottamiseksi toisistaan
DE102009021810A1 (de) 2009-05-18 2010-11-25 Heintzmann Sicherheitssysteme Gmbh & Co. Kg Fahrzeugrückhaltesystem
NL2022924B1 (en) * 2019-04-11 2020-10-20 Laura Metaal Holding B V Friction-increasing element for attachment to a roadblock, and roadblock provided with at least one such friction-increasing element
CN113529595B (zh) * 2021-06-25 2022-06-07 湖南有色冶金劳动保护研究院有限责任公司 一种矿山采矿安全防护装置

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1726267A (en) * 1928-06-30 1929-08-27 John W Higgins Guide rail for highways
JP2717126B2 (ja) * 1988-08-23 1998-02-18 石川島建材工業株式会社 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
NL8902733A (nl) * 1989-11-06 1991-06-03 Prins Nv Verkeersgeleidingselement.
JP2525548B2 (ja) * 1993-05-28 1996-08-21 旭コンクリート工業株式会社 コンクリ―トガ―ドフェンス
FR2714406B1 (fr) * 1993-12-28 1996-03-15 Sabla Sa Elément-poutre préfabriqué pour la formation d'une barrière de sécurité pour voie de circulation routière et barrière obtenue.
DE29606934U1 (de) * 1995-04-21 1996-08-14 Spacek, Zdenek, Brno Austauschbare Fahrbahnabgrenzung
US5685665A (en) * 1996-05-09 1997-11-11 Lembo; M. Carl Roadway barrier and method of installation
AT405851B (de) * 1997-01-17 1999-12-27 Maba Fertigteilind Gmbh Leitwand für verkehrswege
FR2788287B1 (fr) * 1998-10-28 2001-03-30 Francois Xavier Pozin Barrieres de securite a liaison integree

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1284325A3 (fr) * 2001-08-14 2004-01-02 Maba Fertigteilindustrie GmbH Element de paroi en béton
WO2007059542A1 (fr) * 2005-11-24 2007-05-31 Delta Bloc Europa Gmbh Element de muret de separation en beton
DE102006053341A1 (de) * 2006-11-10 2008-05-15 Max Bögl Bauunternehmung GmbH & Co. KG Betonleitwand
WO2011088485A1 (fr) 2010-01-21 2011-07-28 Rebloc Gmbh Elément séparateur pour zones de circulation
US20200217028A1 (en) * 2017-08-25 2020-07-09 Nutech Ventures, Inc. Barrier System
US12435479B2 (en) * 2017-08-25 2025-10-07 Nutech Ventures Barrier system
CN113502753A (zh) * 2021-08-13 2021-10-15 成都建工路桥建设有限公司 一种桥梁装配式预制护栏安装施工方法

Also Published As

Publication number Publication date
ATA1252000A (de) 2005-10-15
ATE546589T1 (de) 2012-03-15
DK1124014T3 (da) 2007-06-11
EP1650353B1 (fr) 2012-02-22
AT413831B (de) 2006-06-15
EP1124014A3 (fr) 2004-01-02
DE50014064D1 (de) 2007-03-29
EP1124014B1 (fr) 2007-02-14
EP1650353A2 (fr) 2006-04-26
ATE353996T1 (de) 2007-03-15
ES2385228T3 (es) 2012-07-19
ES2281339T3 (es) 2007-10-01
EP1650353A3 (fr) 2008-11-05

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