EP2893083A1 - Mur de protection en béton coulé sur place - Google Patents

Mur de protection en béton coulé sur place

Info

Publication number
EP2893083A1
EP2893083A1 EP13783463.6A EP13783463A EP2893083A1 EP 2893083 A1 EP2893083 A1 EP 2893083A1 EP 13783463 A EP13783463 A EP 13783463A EP 2893083 A1 EP2893083 A1 EP 2893083A1
Authority
EP
European Patent Office
Prior art keywords
reinforcement
reinforcing
situ concrete
reinforcement part
groove
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
EP13783463.6A
Other languages
German (de)
English (en)
Other versions
EP2893083B1 (fr
Inventor
Alexander Barnas
Thomas Edl
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.)
Kirchdorfer Fertigteilholding GmbH
Original Assignee
Kirchdorfer Fertigteilholding 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 Kirchdorfer Fertigteilholding GmbH filed Critical Kirchdorfer Fertigteilholding GmbH
Priority to PL13783463T priority Critical patent/PL2893083T3/pl
Publication of EP2893083A1 publication Critical patent/EP2893083A1/fr
Application granted granted Critical
Publication of EP2893083B1 publication Critical patent/EP2893083B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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 Ortbetontikwand according to the preamble of claim 1.
  • Ortbetonschutz be used as a vehicle restraint system, which are intended to prevent vehicles from accidentally leaving a roadway, and thus to keep the vulnerability of the occupants low.
  • An in-situ concrete protective wall is here a concrete wall, which is manufactured on site.
  • Such Ortbetontiknd are usually by means of a
  • Such cracks can in this case propagate over the entire surface and can in this case a
  • these Ortbetonschutzers may have grooves, wherein the crack propagation is stopped when hitting the groove, or there may be no uncontrolled formation of cracks, as the
  • the object of the invention is therefore to provide a Ortbetontikwand of the type mentioned, with which the mentioned disadvantages can be avoided, with which the risk of vehicle breakdown or concrete chipping in the region of the grooves can be kept low.
  • the invention relates to a method for producing a
  • the object of this method is to produce the advantageous in-situ concrete protective wall in a quick and economical manner.
  • the advantageous in-situ concrete protective wall can be easily and reliably manufactured with the at least one reinforcement reinforcement part.
  • Fig. 1 shows a first preferred embodiment of an in-situ concrete protection wall in axonometric representation
  • FIG. 2 shows the in-situ concrete protective wall according to FIG. 1 as a section through the groove
  • FIG Side view shows a second preferred embodiment of an in-situ concrete protection wall in FIG Side view
  • FIG. 6 shows a second preferred embodiment of a reinforcement reinforcement part in axonometric representation
  • FIG. 7 shows the reinforcing reinforcement part according to FIG. 6 in elevation
  • FIGS. 1 to 3 show preferred embodiments of an in-situ concrete protective wall 1 comprising an in-situ concrete body 2 provided with a substantially continuous reinforcement 5.
  • An in-situ concrete protective wall 1 can be used here
  • Ortbetonschutz treat 1 are preferably placed next to roadways to prevent a deal of a vehicle from the road.
  • An in-situ concrete protective wall 1 has an in-situ concrete body 2, which can be produced, in particular, at the planned site of use.
  • An in-situ concrete body 2 can in this case be produced in particular by means of a sliding shell method. Furthermore, the
  • the in-situ concrete body 2 is provided with a substantially continuous reinforcement 5 Mistake.
  • the reinforcement 5 is intended to absorb the tensile forces occurring in the event of an impact and thus to prevent a breakdown of a vehicle.
  • This reinforcement 5 can in particular one or more
  • reinforcing elements 9 which may be formed for example as a traction cable and / or as reinforcing bars.
  • Essentially continuous in this sense means that the reinforcement 5 does not necessarily have to consist of a continuous reinforcing element 9, but that several, itself
  • overapplying reinforcing elements 9 can be provided.
  • At least one groove 4 runs essentially normal to the longitudinal extension of the in-situ concrete protective wall 1. This groove 4 serves to prevent uncontrolled crack propagation on the surface 3 of the in-situ concrete body
  • the groove-in the operating position of the in-situ concrete body 2-to extend from one longitudinal side over the upper side to the opposite longitudinal side.
  • the groove 4 extends over an entire circumference of the surface 3 of the Ortbeton Sciencess 2, but without its footprint.
  • the groove 4 has a shorter length, for example, that the groove 4 extends only over a longitudinal side.
  • the groove 4 extends over an entire circumference of the surface 3.
  • the groove 4 may in particular have a depth between 3 cm and 5 cm.
  • Reinforcing reinforcement part 6 is arranged in the OrtbetonMech 2.
  • the at least one reinforcing reinforcement part 6 can be arranged in particular in the region of the at least one groove 4 in the in-situ concrete body 2, in particular for reinforcing the in-situ concrete protective wall 1 in the region of the at least one groove 4.
  • the reinforcing reinforcement part 6 is a local, ie in particular non-continuous, additional reinforcement which additionally reinforces the in-situ concrete body 2 in the region of the groove 4.
  • Reinforcing reinforcement part 6 may be formed in particular of metal, particularly preferably of reinforcing steel. Particularly preferably, the
  • Reinforcement reinforcement part 6 formed of at least partially galvanized steel be.
  • the reinforcing reinforcement part 6 can be arranged close to the surface of the in-situ concrete body 2.
  • the in-situ concrete body 2 has a plurality of grooves 4, wherein in particular the grooves 4 can be arranged at substantially constant distances from each other.
  • the substantially constant distance between two grooves 4 is between 3 m and 15 m.
  • At least one reinforcing reinforcement part 6 is provided per groove 4 substantially. This can in particular
  • the distances between two adjacent grooves 4 is.
  • the at least one reinforcing reinforcement part 6 is between 0.5 m and 1.5 m long.
  • Reinforcement reinforcement member 6 may be formed, whereby the material used for the reinforcing reinforcement parts 6 can be kept low.
  • the first preferred embodiment of an in-situ concrete protection wall 1 in Fig. 1 and Fig. 2, as well as the second preferred embodiment of an in-situ concrete protection wall 1 in Fig. 3 each have 4 reinforcing elements 9.
  • Fig. 1 and Fig. 3 some of the concealed by the Ortbeton redesign 2 reinforcing elements 9 and reinforcing reinforcing member 6 are shown by dashed lines.
  • a reinforcement reinforcement part 6 is arranged in regions substantially around a reinforcement element 9 around.
  • Reinforcing reinforcement part 6 is arranged, which is arranged in particular around the uppermost reinforcing element 9.
  • Reinforcing reinforcement part 6 is arranged.
  • Reinforcement reinforcement part 6 is attached to the reinforcement 5. This attachment can be done in different ways, for example by clamping,
  • Reinforcing reinforcement part 6 is formed self-standing, or on the
  • the reinforcing reinforcement part 6 has a marking 7, which marking 7 reaches at least as far as the surface 3 of the in-situ concrete body 2.
  • the mark 7 can in this case in particular as Extension be formed.
  • the marking 7 may in particular be formed as a part of the at least one reinforcing reinforcement part 6, which extends at least as far as the surface 3 of the in-situ concrete body 2, while the remaining reinforcing reinforcement part 6 is arranged in the in-situ concrete body 2.
  • the fact that the marking 7 extends at least as far as the surface 3 of the in-situ concrete body 2 means, in particular, that the marking 7 is visible from the outside, either because the marking 7 directly adjoins the surface 3 or beyond the surface 3. This can be done from the outside in a simple way
  • Reinforcement reinforcement part 6 is reinforced, and therefore where the grooves 4 are to be introduced.
  • Reinforcing reinforcement member 6 is integrally formed, so that the mark 7 and the remaining reinforcing reinforcement member in one piece, and in particular of the same material, are.
  • multi-piece, in particular two-piece, is formed, in particular the marking 7 of a different material than the rest
  • Reinforcing reinforcement part 6 may be formed. Since the mark 7
  • the mark 7 may be formed of light and / or economic materials such as plastic, wood and / or cardboard, the mark 7 on the rest
  • Reinforcement reinforcement member 6 may be attached. This allows the
  • Reinforcement reinforcement member 6 may be simpler and lighter, in particular reinforcing steel can be saved.
  • the at least one groove 4 is arranged at a predetermined distance from the marking 7.
  • the groove 4 may be arranged immediately adjacent to the marking 7. This can be special preferably take place when the mark 7, as shown for example in the preferred embodiments of a reinforcing reinforcing member 6 in Fig. 4 to Fig. 9, is arranged centrally.
  • the groove 4 extends directly over the marking 7, wherein in particular parts of the marking can be removed in the formation of the groove 4.
  • the marking 7 is arranged eccentrically on the reinforcing reinforcement part 6, in particular on the edge of the reinforcing reinforcement part 6.
  • the groove 4 can be introduced at a predetermined distance to the mark 7, wherein this predetermined distance, in particular the distance of the mark to the center of the reinforcing reinforcement part 6 is.
  • the mark 7, which does not absorb any forces, spaced from the groove 4 are arranged, whereby no additional weakening of the Ortbeton stresses 2 in the region of the groove 4 takes place by the marking 7.
  • the reinforcing reinforcement part 6 may be formed as a substantially one-dimensional body, for example as a longitudinal bar.
  • a substantially one-dimensional body in this case, in particular a body can be considered, which extends in a Cartesian axis much further than in the other two Cartesian axes.
  • Reinforcing reinforcement part 6 can then be fastened to the reinforcement 5.
  • Essentially two-dimensional body for example as a plate is formed.
  • a substantially two-dimensional body can be considered here a body which extends in two Cartesian axes much further than in the third Cartesian axis.
  • a reinforcement reinforcement part 6 designed as a plate can then be fastened to the reinforcement 5.
  • a reinforcing reinforcement part 6 designed as a plate can have perforations.
  • the reinforcing reinforcement part 6 as a three-dimensional body, for example as a cuboid or as helical body, is formed.
  • a three-dimensional body can be considered in this sense, in particular a body whose longest
  • This three-dimensional body can in particular have at least one opening through which the in-situ concrete body 2 can engage in the reinforcing reinforcement part 6.
  • Reinforcing reinforcement part 6 may for example be milled from a body, or be formed by a curved plate. Such a trained reinforcing reinforcing member 6 offers in contrast to a rod or
  • plate-shaped reinforcing reinforcement member 6 has the advantage that the
  • Reinforcing reinforcement part 6 can be reinforced.
  • the at least one reinforcing reinforcement part 6 comprises at least one rod 8, in particular a plurality of rods 8, and that the at least one rod 8 has a three-dimensional body, in particular a reinforcing cage, forms and / or is part of the three-dimensional body.
  • the diameter of the at least one rod 8 may be substantially smaller than the dimensions of the three-dimensional body.
  • three-dimensional bodies may be formed by a plurality of rods 8 connected together.
  • the reinforcement reinforcement part 6 can also be formed only by a bent rod 8.
  • this body may have a plurality of large apertures through which the Ortbeton stresses 2 can pass.
  • a particularly lightweight and easily formed reinforcing reinforcement part 6 can be formed, which can reinforce a large space of the in-situ concrete body 2.
  • the reinforcing reinforcement part 6 can be referred to as Reinforcing cage be formed.
  • Reinforcing cage be formed.
  • a plurality, in particular four, straight rods 8 may be provided, which are arranged parallel to the reinforcement 5, in particular to the reinforcement element 9, wherein a plurality of bent rods 8 are arranged on the straight bars 8.
  • the bent rods 8 can in this case be bent into a closed line, for example a ring or the circumference of a polygon, in particular a square.
  • the first preferred embodiment of a reinforcing reinforcing bar 6 is arranged around a reinforcing element 9, wherein the reinforcing element 9 of the reinforcement 5 can be arranged within a surface which is surrounded by the curved bars.
  • the reinforcing reinforcement parts 6 can be pushed onto the individual reinforcing elements 9 and then secured.
  • Reinforcing reinforcement part 6 in Fig. 6 and Fig. 7 may be provided that the reinforcing reinforcement member 6 has a receptacle 10 for placing on the reinforcement 5, in particular on a reinforcing element 9.
  • the bent rods can in particular form an inwardly directed loop, which loop is provided for receiving the reinforcement 8.
  • the reinforcing reinforcement part 6 can subsequently be simply placed on a reinforcement 5. This requires an additional attachment of the
  • Reinforcement reinforcing parts 6 on the reinforcement 5 not to be made, or may be particularly simple.
  • Reinforcing reinforcement part 6 only comprise a bent rod 8, which is bent substantially in a helical line. This helix may in particular be connected at the ends to the reinforcement 5.
  • This third preferred embodiment of a reinforcing reinforcing member 6 is particularly easy to manufacture and can also be retrofitted to a finished
  • Sliding cup method is particularly easy to introduce into the Ortbetonoasa 2.
  • the at least one groove 4 in the Ortbetonoasa 2 a core cross-section transverse to the longitudinal extent of
  • Reinforcing reinforcement part 6 is arranged at least partially outside the core cross-section.
  • the core cross section is in this case that continuous cross section of the in-situ concrete body 2, which is free of interruptions.
  • the core cross-section corresponds to the hatched area in FIG. 2.
  • the groove engages in the at least one reinforcing reinforcement part 6, as a result of which the at least one reinforcing reinforcement part 6 can be arranged particularly close to the surface.
  • the at least one reinforcing reinforcement part 6 can additionally reinforce the parts of the in-situ concrete body 2 which are exposed through the groove 4 particularly well. It can also be provided that the at least one groove 4 is cut into the at least one reinforcing reinforcement part 6.
  • a substantially continuous reinforcement 5 is arranged, wherein in the region of the reinforcement 5 at least one reinforcing reinforcement part 6 is arranged.
  • the reinforcement 5 can be arranged at the point where the Ortbetontikwand 1 is to be produced.
  • the reinforcement 5 and the at least one reinforcing reinforcement part 6 is enveloped to form an in-situ concrete body 2.
  • the concreting process can in particular by means of a
  • the predetermined degree of hardening may in this case preferably be a degree of hardening of the concrete of the in-situ concrete body 2, in which the in-situ concrete body 2 is statically stable in such a way that it retains a shape without external action, but has not yet completely hardened.
  • an advantageous in-situ concrete protective wall 1 can be easily manufactured.
  • Reinforcing reinforcing members 6 are arranged on the reinforcement, and that the reinforcing reinforcement members 6, in particular at regular intervals, in particular at intervals of 3 m to 15 m, from each other. As a result, several grooves can be arranged at regular intervals.
  • ⁇ before concreting - a reinforcement reinforcing member is fixed to the reinforcement 5 6 at least.
  • forces can be transmitted to the at least one reinforcing reinforcement part 6 better to the reinforcement 5.
  • the risk can be substantially avoided ervorganges a displacement of the at least one reinforcement reinforcing member 6 during the Betom '.
  • the groove 4 is introduced by a machining process in the surface 3 of the Ortbeton stresses 2.
  • the grooves 4 can be introduced into the surface 3 of the in-situ concrete body 2 in a particularly simple manner.
  • the at least one groove 4 is introduced at a predeterminable distance to the marking 7 of the reinforcing reinforcement part 6 reaching at least as far as the surface 3 of the in-situ concrete body 2.
  • this mark 7 can be determined in a simple manner even after the concreting, where the OrtbetonMech 2 by the at least one
  • Reinforcement reinforcement part 6 is reinforced, and in this area targeted the groove 4 are introduced. As a result, even in the event that the at least one reinforcing reinforcement part 6 has moved during the concreting process, the groove in the area of the at least one reinforcing reinforcement part 6 can be reliably secured
  • the position of the at least one reinforcing reinforcing part 6 is known, it can be provided that by determining the position, in particular from one end of the in-situ concrete protective wall 1, with the at least one Reinforcing reinforcement part 6 provided region of the Ortbeton stresses 2 can be determined.
  • This determination of the position can be done for example in a simple way by means of a tape measure. This can be advantageous, in particular for relatively short cast-in-place protective walls 1, since the outlay for determining the position of the at least one reinforcing reinforcement part 6 can be kept low.
  • Ortbeton stresses 2 are determined by means of a detector.
  • This detector may be, for example, a metal detector or an ultrasonic measuring device. It can also be provided that the at least one reinforcing reinforcement part 6 is provided with a FID chip, and that a suitable receiving device is used as the detector. This can also be dispensed with the application of the mark.
  • a sliding shell paver which comprises a front shield, through which shield the continuous reinforcement 5 is guided during the concreting process.
  • Reinforcement reinforcement member 6 is introduced through an opening, in particular through a hole in a front plate of a slip shell paver in the OrtbetonMech 2.
  • Sliding tray paver along the longitudinal extension of the in-situ concrete protective wall 1 are continuously introduced through the opening in the shield in the Ortbeton redesign, whereby the manufacturing process is substantially simplified.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

L'invention concerne un mur de protection en béton coulé sur place (1) comportant un corps en béton coulé sur place (2) pourvu d'une armature (5) sensiblement traversante, une surface (3) du corps en béton coulé sur place (2) présentant au moins une rainure (4) s'étendant sensiblement perpendiculairement à l'extension longitudinale du mur de protection en béton coulé sur place (2). Selon l'invention, au moins un élément de renfort d'armature (6) est disposé dans le corps en béton coulé sur place (2) au niveau de la au moins une rainure (4).
EP13783463.6A 2012-09-10 2013-09-10 Mur de protection en béton coulé sur place Active EP2893083B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL13783463T PL2893083T3 (pl) 2012-09-10 2013-09-10 Bariera ochronna betonowana na miejscu

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA986/2012A AT512411B1 (de) 2012-09-10 2012-09-10 Ortbetonschutzwand
PCT/AT2013/000148 WO2014036580A1 (fr) 2012-09-10 2013-09-10 Mur de protection en béton coulé sur place

Publications (2)

Publication Number Publication Date
EP2893083A1 true EP2893083A1 (fr) 2015-07-15
EP2893083B1 EP2893083B1 (fr) 2016-11-09

Family

ID=48875294

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13783463.6A Active EP2893083B1 (fr) 2012-09-10 2013-09-10 Mur de protection en béton coulé sur place

Country Status (5)

Country Link
EP (1) EP2893083B1 (fr)
AT (1) AT512411B1 (fr)
ES (1) ES2620399T3 (fr)
PL (1) PL2893083T3 (fr)
WO (1) WO2014036580A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113266066A (zh) * 2021-06-10 2021-08-17 云南穿山机甲能源装备科技有限公司 一种超高水沟滑模施工方法

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102014003015A1 (de) * 2014-03-07 2015-09-10 Tss Technische Sicherheits-Systeme Gmbh Betonleitwand sowie Verfahren zur Herstellung einer Betonleitwand

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT298745B (de) * 1967-10-17 1972-05-25 Dyckerhoff & Widmann Ag Dycker Verfahren zum Erzeugen von Rissen in Bauteilen ausVerfahren zum Erzeugen von Rissen in Bauteilen aus Stahlbeton, insbesondere in fahrbahndecken Stahlbeton, insbesondere in Fahrbahndecken
US4533111A (en) * 1982-09-30 1985-08-06 Cousin Charles M Construction system for cast-in-place concrete barriers for roadways
ATA90299A (de) * 1999-05-20 2001-09-15 Maba Fertigteilind Gmbh Wandelement
DE102008049966C5 (de) * 2008-10-02 2014-10-30 Linetech Gmbh & Co. Kg Anschluss für eine Verkehrsleitwand

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2014036580A1 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113266066A (zh) * 2021-06-10 2021-08-17 云南穿山机甲能源装备科技有限公司 一种超高水沟滑模施工方法

Also Published As

Publication number Publication date
ES2620399T3 (es) 2017-06-28
AT512411B1 (de) 2013-08-15
WO2014036580A1 (fr) 2014-03-13
PL2893083T3 (pl) 2017-04-28
AT512411A4 (de) 2013-08-15
EP2893083B1 (fr) 2016-11-09

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