EP2893083A1 - Mur de protection en béton coulé sur place - Google Patents
Mur de protection en béton coulé sur placeInfo
- 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
Links
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 66
- 230000004888 barrier function Effects 0.000 title abstract 3
- 230000002787 reinforcement Effects 0.000 claims abstract description 167
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 109
- 230000001681 protective effect Effects 0.000 claims description 21
- 238000000034 method Methods 0.000 claims description 16
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 238000003754 machining Methods 0.000 claims description 2
- 239000000463 material Substances 0.000 description 6
- 230000015556 catabolic process Effects 0.000 description 3
- 230000006378 damage Effects 0.000 description 3
- 230000003313 weakening effect Effects 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000003116 impacting effect Effects 0.000 description 2
- 208000014674 injury Diseases 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000004901 spalling Methods 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 238000010227 cup method (microbiological evaluation) Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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
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)
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)
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)
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 |
-
2012
- 2012-09-10 AT ATA986/2012A patent/AT512411B1/de active
-
2013
- 2013-09-10 WO PCT/AT2013/000148 patent/WO2014036580A1/fr active Application Filing
- 2013-09-10 EP EP13783463.6A patent/EP2893083B1/fr active Active
- 2013-09-10 ES ES13783463.6T patent/ES2620399T3/es active Active
- 2013-09-10 PL PL13783463T patent/PL2893083T3/pl unknown
Non-Patent Citations (1)
Title |
---|
See references of WO2014036580A1 * |
Cited By (1)
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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