EP2025816B1 - Procédé de fabrication d'un élément de muret et élément de muret fabriqué après le procédé pour un muret de séparation du trafic - Google Patents

Procédé de fabrication d'un élément de muret et élément de muret fabriqué après le procédé pour un muret de séparation du trafic Download PDF

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Publication number
EP2025816B1
EP2025816B1 EP07023242A EP07023242A EP2025816B1 EP 2025816 B1 EP2025816 B1 EP 2025816B1 EP 07023242 A EP07023242 A EP 07023242A EP 07023242 A EP07023242 A EP 07023242A EP 2025816 B1 EP2025816 B1 EP 2025816B1
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EP
European Patent Office
Prior art keywords
concrete
steel
wall element
wall
profiles
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.)
Active
Application number
EP07023242A
Other languages
German (de)
English (en)
Other versions
EP2025816A1 (fr
Inventor
Dieter Berghaus
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.)
AVS Mellingen GmbH
Original Assignee
AVS Mellingen 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
Priority claimed from EP07015088A external-priority patent/EP1927699B1/fr
Application filed by AVS Mellingen GmbH filed Critical AVS Mellingen GmbH
Priority to PL07023242T priority Critical patent/PL2025816T3/pl
Priority to EP07023242A priority patent/EP2025816B1/fr
Priority to PCT/EP2008/006044 priority patent/WO2009015816A1/fr
Publication of EP2025816A1 publication Critical patent/EP2025816A1/fr
Priority to IL202444A priority patent/IL202444A0/en
Application granted granted Critical
Publication of EP2025816B1 publication Critical patent/EP2025816B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
    • 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
    • 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

Definitions

  • the invention relates to a method for producing a wall element for a traffic control wall and is also directed to a wall element for a traffic control wall, which can be produced in particular by the method according to the invention.
  • Traffic Guiding found in various configurations application on public roads, where they limit the lanes for motor vehicles laterally and in particular to ensure a separation of the different directions of travel.
  • Traffic control walls are composed in particular in construction areas of individual segments whose length is dimensioned so that they can be transported to the place of use with conventional transport vehicles and picked up again by him.
  • the length of the segments used for such purposes also depends in particular on their weight and thus their material; Segments for steel protective walls may, for example, have a length of more than 15 m, since such steel protective wall elements have a comparatively small specific weight based on their length.
  • Known concrete wall elements are considerably heavier compared to wall elements made of steel at comparable length, because they have a comparatively wide foot area because of the generally required riot width, so that the concrete to be used for the known concrete elements per unit length and thus the weight is very large.
  • the known concrete wall elements have disadvantages compared to steel wall elements in their transport because of their high specific length weight, they are often preferred on construction sites that are set up for a longer period, because their transport disadvantageous, high specific length weight ensures in the installed state of Traffic control wall also for a compared to pure steel elements higher stability and thus greater protection for road users.
  • the concrete wall elements break out at their edge areas or in the event of an accident, especially with heavy vehicles such as trucks can completely break, which may require an exchange of individual wall elements on the site and at least a reuse of a broken element after dismantling the construction site is not allowed.
  • a particular disadvantage of the known concrete wall elements consists in their relatively complex production, because it forms are required whose cross section corresponds to the cross section of the concrete wall elements with a generally widened foot area and narrower head area, whereby only as many wall elements can be produced simultaneously, such as forms be available.
  • Object of the invention to provide a wall element for a traffic control wall and a method for its production, whereby the advantages of concrete wall elements and steel wall elements are united and wherein in particular no elaborate forms are required for the completion of the wall elements.
  • the wall element according to the invention which can be produced, in particular, by this method is accordingly characterized by a frame made of two side parts, a lower part and a top made of steel profiles, circumferentially closed steel frame, wherein the Gefach limited by the steel frame is provided with a filling of concrete.
  • a “hybrid" wall element made of steel and concrete wherein the concrete core on the upper, lower and side surfaces circumferentially enclosing steel frame the wall element not only a particularly high stability, but also a reliable protection against breaking Provides edges or breaking the concrete core and in particular allows the particularly simple production of the wall element by the steel frame serves as a lost formwork, which is placed on a flat, preferably substantially horizontal support surface and then poured out easily with concrete.
  • the method according to the invention and the wall element according to the invention make it possible to transport the steel frame elements possibly with a reinforcement which is preferably arranged in the infill even over long distances and only at or near their place of use at a construction site Fill the Gefach with concrete and then set up the finished concrete-steel wall elements then at the site to this securing traffic control wall.
  • the transport only the steel frame of the wall elements the only makes a fraction of the total weight, is considerably cheaper than a transport of already provided with the concrete core steel frame, so that a transport over long distances, for example, from a mere assembling the steel components manufacturer to a construction site makes sense, in which case at the site or a near only the concrete filling has to be brought to this location.
  • a reinforcement is preferably arranged prior to filling the steel frame with the concrete in the Gefach limited by the steel frame, which may be a limp armor, for example, a steel grid, but also as a prestressed reinforcement in particular between the two Side parts of the steel frame can be performed.
  • the reinforcement can be attached to the steel profiles of the steel frame, in particular welded, so that it is securely held in the steel frame even when transporting the steel frame blanks for wall elements according to the invention.
  • a shieldver Nonender or self-ventilating concrete used which fills the gap when pouring out of the steel frame bounded this without the concrete od by means of vibrating bottles. would have to be compressed.
  • the support surface which may be, for example, adapted to the size of the wall elements work table with a steel surface is preferably provided with a release agent before the Gefach is poured with concrete, which can be used as a release agent, for example, oil.
  • the support surface as permanent formwork to the wall element, for example to use a (thin) metal sheet in the size of the wall element as support surface, which remains on the one side of the wall element after setting and hardening of the concrete , where it can be additionally secured against unintentional release of the concrete at this enclosed by screws or when pouring concrete retaining anchors. It is even possible, after the complete filling of the compartment of the wall element steel frame of the Top of then lying wall element a (second) sheet metal or another suitable, flat cover to hang on the concrete, which then gives you an all-sided closed wall element with an inner concrete core.
  • the steel profiles for the steel frame of the wall element are preferably U- and / or H-profiles whose mutually parallel legs border the concrete filling in the edge region of the wall element overlapping.
  • the side parts of the steel frame may preferably be firmly connected to the lower part and the upper part at their joints in the corner regions of the wall element, in particular welded.
  • Fig. 1 and 2 show two each shown only over a partial length wall elements 10a, 10b, to form a continuous, in its entirety designated 11 traffic barrier in the area their frontal joints 12a, b are interconnected by means of wall connectors 13.
  • each of the wall elements 10 has a height h constant, rectangular cross-section.
  • the thickness of the wall elements in the illustrated embodiment is 155 mm, while their height h is 600-800 mm.
  • each of the wall elements 10 consists of a circumferentially closed steel frame 14 of two side parts 15, 16 and an upper part 17 and a lower part 18, which are welded together at their ends in the corner regions 19 of the wall element, as well as from a Filling 20 of reinforced concrete, which is introduced into the Gefach 21 enclosed by the steel frame 14.
  • the arrangement is such that the steel profiles, which are U-profiles on the upper part 17 and the lower part 18 and 16 H-profiles on the side parts, with their mutually parallel legs 22, the concrete filling 20 in the edge region of the wall element 10 overlapping ,
  • the production of the wall element according to the invention by the method according to the invention is carried out such that initially the steel frame 14 from the two side parts 15, 16 and the upper and lower parts 17, 18 is welded together. Subsequently, a reinforcement 23 is arranged in the then limited by the circumferentially closed steel frame Gefach 21, which in the embodiment on the one hand extending in the longitudinal direction, biased between the side members 15, 16 tie rods 24 and the other from a limp reinforcement in the form of a reinforcement mat 25, which is connected with vertically extending between the upper part 17 and lower part 18 Moniereisen 26 by welds firmly with the steel profiles.
  • the arrangement has been made such that the reinforcement does not protrude laterally beyond the outer side surfaces 27 of the steel frame or the steel profiles forming it.
  • the support surface 29 is made of steel and is provided with a thin film of oil 30 as a release agent.
  • the Gefach 21 with a self-compacting concrete in full thickness d , ie poured up to the upper side surface 27 of the steel frame, the concrete also completely fills the U-shaped recess formed by the legs and the web of the steel profiles, as in particular Fig. 4 recognizable on the left side.
  • the wall element After solidification and partial curing of the introduced into the Gefach concrete, the wall element can be lifted from the work table and parked for further curing at a storage place before it is assembled after reaching its required minimum strength at a construction site with other wall elements and wall connectors to the traffic control wall 11 ,
  • the steel frame possibly together with the arranged in the Gefach reinforcement as a wall element blank because of its compared to the finished wall element considerably lower weight is easily transportable and thus can be spent over long distances in the vicinity of a construction site, where then the completion of the wall element "on site” is done only by filling the still empty Gefaches with concrete.
  • the steel frame 14 remains as a permanent formwork on the edge of the concrete core and this gives this an increased strength and protection against breaking out of the edges of the concrete. Even if the concrete core of the wall element, for example, should have a crack after an accident, which regularly requires their replacement in pure concrete parts, the wall element can remain in the traffic control wall, because the steel frame continues to give him the required structural strength.

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Road Signs Or Road Markings (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Fencing (AREA)

Claims (9)

  1. Procédé de fabrication d'un élément de muret pour un muret de séparation du trafic, comprenant les étapes suivantes:
    - fabrication d'un cadre d'acier (14), fermé à son pourtour, composé essentiellement de deux parties latérales (15, 16), d'une partie supérieure (17) et d'une partie inférieure (18) en profilés en acier en U et/ou en H (15 à 18) avec des ailes (22) parallèles les unes aux autres, dont l'épaisseur (d) entre les faces latérales (27) des profilés en acier (15 à 18) correspond à l'épaisseur de paroi souhaitée de l'élément de muret (10);
    - pose du cadre d'acier (14) avec une première face latérale (27) de ses profilés en acier (15 à 18) sur une surface d'appui essentiellement plane, de préférence horizontale (29);
    - remplissage du moule (21) limité par le cadre d'acier (14) posé sur la surface d'appui jusqu'à la hauteur de la deuxième face latérale supérieure (27) de ses profilés en acier avec du béton (20), de telle manière que les ailes (22) parallèles les unes aux autres des profilés en acier enserrent avec recouvrement le remplissage de béton (20) dans la région du bord de l'élément de muret (10);
    - redressement de l'élément de muret en acier-béton ainsi formé (10) de la surface d'appui (29) après solidification et prise au moins partielle du béton déversé.
  2. Procédé selon la revendication 1, caractérisé en ce que l'on dispose une armature (23) dans le moule (21) limité par le cadre d'acier (14) avant le remplissage de celui-ci.
  3. Procédé selon la revendication 2, caractérisé en ce que l'on fixe, en particulier on soude, l'armature (23) aux profilés en acier (15 à 18) du cadre d'acier (14).
  4. Procédé selon l'une quelconque des revendications 1 à 3, caractérisé en ce que l'on utilise comme béton un béton à densification spontanée ou à évacuation d'air spontanée.
  5. Procédé selon l'une quelconque des revendications 1 à 4, caractérisé en ce que la surface d'appui (29) est munie d'un moyen de séparation (30), avant de remplir le moule (21) avec du béton.
  6. Procédé selon la revendication 5, caractérisé en ce que l'on utilise de l'huile comme moyen de séparation (30).
  7. Elément de muret pour un muret de séparation du trafic, réalisable en particulier par un procédé selon l'une quelconque des revendications 1 à 6, caractérisé par un cadre d'acier (14), fermé à son pourtour, composé de deux parties latérales (15, 16), d'une partie inférieure (18) et d'une partie supérieure (17) en profilés en acier, dans lequel les profilés en acier (15 à 18) sont des profilés en U et/ou en H avec des ailes parallèles les unes aux autres et le moule (21) limité en périphérie par le cadre d'acier (14) est doté d'un remplissage en béton (20), de telle manière que les ailes parallèles les unes aux autres (22) des profilés en acier (15 à 18) enserrent avec recouvrement le remplissage de béton (20) dans la région du bord de l'élément de muret (10).
  8. Elément de muret selon la revendication 7, caractérisé en ce que le remplissage de béton (20) se compose de béton armé et en ce que les éléments d'armature sont assemblés, en particulier sont soudés, aux parties de profilés en acier (15 à 18).
  9. Elément de muret selon la revendication 8 ou 9, caractérisé en ce que les parties latérales (15, 16) sont solidarisées, en particulier sont soudées, à la partie inférieure (18) et à la partie supérieure (17) à leurs points de rencontre dans les régions de coin (19) de l'élément de muret (10).
EP07023242A 2007-08-01 2007-11-30 Procédé de fabrication d'un élément de muret et élément de muret fabriqué après le procédé pour un muret de séparation du trafic Active EP2025816B1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
PL07023242T PL2025816T3 (pl) 2007-08-01 2007-11-30 Sposób wytwarzania elementu ścianowego i element ścianowy na komunikacyjne ścianki osłonowe wytworzony według tego sposobu
EP07023242A EP2025816B1 (fr) 2007-08-01 2007-11-30 Procédé de fabrication d'un élément de muret et élément de muret fabriqué après le procédé pour un muret de séparation du trafic
PCT/EP2008/006044 WO2009015816A1 (fr) 2007-08-01 2008-07-23 Procédé de fabrication d'un élément de paroi
IL202444A IL202444A0 (en) 2007-08-01 2009-12-01 Method of producing a wall element, and wall element produced by the method and intended for a traffic barrier wall

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP07015088A EP1927699B1 (fr) 2006-11-27 2007-08-01 Muret de séparation du trafic
EP07023242A EP2025816B1 (fr) 2007-08-01 2007-11-30 Procédé de fabrication d'un élément de muret et élément de muret fabriqué après le procédé pour un muret de séparation du trafic

Publications (2)

Publication Number Publication Date
EP2025816A1 EP2025816A1 (fr) 2009-02-18
EP2025816B1 true EP2025816B1 (fr) 2011-05-18

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP07023242A Active EP2025816B1 (fr) 2007-08-01 2007-11-30 Procédé de fabrication d'un élément de muret et élément de muret fabriqué après le procédé pour un muret de séparation du trafic

Country Status (5)

Country Link
EP (1) EP2025816B1 (fr)
AT (1) ATE510069T1 (fr)
IL (1) IL202444A0 (fr)
PL (1) PL2025816T3 (fr)
WO (1) WO2009015816A1 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102012110437A1 (de) 2012-03-02 2013-09-05 Max Bögl Verkehrstechnik GmbH Verkehrsleitwand mit Wandsegmenten und Verbindungselementen
CN106337443A (zh) * 2016-08-25 2017-01-18 中国十七冶集团有限公司 一种scc与普通混凝土结合无缝施工结构
DE102018119046A1 (de) 2018-08-06 2020-02-06 AVS Verkehrssicherung GmbH Wandelement für eine Verkehrsleit- und/oder absperrwand
DE102018119048A1 (de) * 2018-08-06 2020-02-06 AVS Verkehrssicherung GmbH Wandelement für eine Verkehrsleit- und/oder absperrwand
SE2150947A1 (en) * 2021-07-15 2023-01-16 Smartprotect Nordic Ab Safety barrier and safety barrier system

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2407727A1 (de) 1974-02-18 1975-09-04 Wilhelm Dankelmeier Rahmenkonstruktion fuer fertigbauteile zum errichten von hochbauten aller art
US5015119A (en) * 1989-09-11 1991-05-14 Schmanski Donald W Vision blocking barrier
NL193170C (nl) * 1994-12-01 1999-01-05 Haitsma Beton Bv Verplaatsbaar afscheidingselement en daarmee gevormde afscheiding.
UA51671C2 (uk) 1995-09-02 2002-12-16 Нью Транзд'Юсез Лімітед Акустичний пристрій
NL1016913C2 (nl) * 2000-07-12 2002-01-17 Dla & Landscape Architects B V Afscheidingselement met geluidwand.
US7220077B2 (en) * 2004-04-06 2007-05-22 Cyro Industries Traffic noise barrier system
US7866923B2 (en) * 2005-08-10 2011-01-11 New Technology Resources, Inc. Continuous chamber mass confinement cells and methods of use thereof
FR2894263B1 (fr) * 2005-12-06 2008-01-25 Erick Jean Jacques Vicquelin Dispositif de renfort de fixation d'extremite de glissiere de securite sur separateur en beton

Also Published As

Publication number Publication date
WO2009015816A1 (fr) 2009-02-05
ATE510069T1 (de) 2011-06-15
EP2025816A1 (fr) 2009-02-18
IL202444A0 (en) 2010-06-30
PL2025816T3 (pl) 2011-09-30

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