EP4030013A1 - Élément d'armature destiné à l'augmentation de la résistance à la force transversale - Google Patents
Élément d'armature destiné à l'augmentation de la résistance à la force transversale Download PDFInfo
- Publication number
- EP4030013A1 EP4030013A1 EP21217043.5A EP21217043A EP4030013A1 EP 4030013 A1 EP4030013 A1 EP 4030013A1 EP 21217043 A EP21217043 A EP 21217043A EP 4030013 A1 EP4030013 A1 EP 4030013A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- leg
- rungs
- reinforcement element
- reinforcement
- chords
- 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
- 230000003014 reinforcing effect Effects 0.000 title 1
- 230000002787 reinforcement Effects 0.000 claims abstract description 59
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 3
- 238000010521 absorption reaction Methods 0.000 description 5
- 239000011150 reinforced concrete Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
- E04C5/0622—Open cages, e.g. connecting stirrup baskets
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/18—Spacers of metal or substantially of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
- E04C5/205—Ladder or strip spacers
Definitions
- the invention relates to a reinforcement element for absorbing transverse forces, having a multiplicity of rungs and belts which connect the rungs to form an automatically standing shape of the reinforcement element.
- reinforcement stirrups are also used, which, however, have the disadvantage that they have to be guided around longitudinal reinforcements, which means that a considerable amount of work is required for threading the Reinforcement stirrup brings with it.
- Shear reinforcement elements become known, which are designed with the structural features of a reinforcement element of the type mentioned.
- the object of the invention is to specify a shear force reinforcement element that can be designed to adequately absorb shear forces in a reinforced concrete slab and is easier to handle on a construction site than the shear force brackets known from the prior art.
- the reinforcement element is designed in a U-shape in plan view of its automatically standing shape.
- Such a reinforcement element initially offers the advantage that it can be designed with the rungs and the straps connecting them in such a way that very good absorption of transverse forces in a reinforced concrete slab is possible.
- the reinforcement element can be handled very easily because it stands by itself.
- a reinforcement element according to the invention can be easily placed between two reinforcement layers and, after being placed on the lower or, in the case of walls, outer reinforcement layers, also serves as a spacer for the upper ones or in the case of walls, inner reinforcement layers.
- the rungs provided can in principle run in any desired manner, but are advantageously arranged essentially vertically.
- the rungs can have a uniform length and in particular be of the same length.
- the rungs can also be viewed as cross wires.
- the rungs can in particular be arranged in such a way that their ends run in one plane or one plane at least on one side, preferably on both sides.
- the chords are arranged essentially horizontally.
- the straps can run approximately in the area of the first ends and/or second ends of the rungs. It is expedient that at least one belt runs approximately in the area of the first ends of the rungs and at least one second belt runs in the area of the second ends of the rungs or is arranged on the rungs in these areas.
- double belts can also be provided for this purpose, ie two belts in each case in the area of the first ends and two belts in each case in the area of the second ends.
- the rungs are designed so long and a distance within the double chords is dimensioned such that a distance between the double chords is many times greater than a distance between the chords of a double chord. This results in a stable design of the reinforcement element with good force absorption and dissipation.
- the rungs are usually cohesively connected to the belts, in particular by welding. This enables simple production of a reinforcement element, which can also be done by machine.
- the individual rungs are welded to the double chords lying in one plane.
- the ladder-shaped element then present in this way is then bent around a mandrel to form a U-shape, as a result of which the reinforcement element is produced.
- the rungs and the chords can each be formed from a steel, optionally also from the same steel.
- the steel quality depends on the respective application or requirements and high-quality stainless steels can be provided.
- the reinforcement element is advantageously shaped in such a way that the U-shaped configuration has a first leg and a second leg. It can be provided, in particular, that the first leg and the second leg have the same length and are connected by a section in the shape of a circular arc.
- a particularly high degree of symmetry is achieved by appropriate training.
- the two halves of the reinforcement element are then designed to be mirror-symmetrical to one another. This high level of symmetry in turn brings advantages when positioning the reinforcement element normal to a flat wall, since the individual rungs analog legs then each have the same distance to the wall, but also have the same distance between rungs of opposite legs of a reinforcement element.
- first leg and the second leg run straight in a plan view.
- first leg runs parallel to the second leg in a plan view.
- the individual rungs can be arranged at any spacing on the first leg and on the second leg and do not necessarily have to have a specific symmetry. However, it is preferred that the rungs on the individual legs each have the same distance from one another. This distance between individual rungs on the first leg can be the same as on the second leg. Rung spacings that deviate from this can be provided especially in the region of the arcuate section that connects the first leg to the second leg; However, no sprouts can be provided in this section in order to save material. In addition, it is also possible for a rung on the first leg to be associated with a rung on the second leg, so that the associated rungs lie in a plane running perpendicularly to the legs. The two legs are then designed identically.
- the rungs are usually arranged in such a way that their first ends lie in one plane and, given the same length of the rungs, this also applies to their second ends, which then lie in a parallel plane.
- the two legs are preferably arranged relatively close to one another.
- a radius of the circular arc or of the circular arc-shaped section is dimensioned in such a way that the legs are spaced apart from one another by no more than 15 cm, in particular less than 10 cm. This can be achieved if the arcuate section has a corresponding radius or, if it is designed as a semicircle, the diameter of the semicircle is dimensioned accordingly.
- a reinforcement element 1 according to the invention is shown in plan view.
- the reinforcement element 1 has a first leg 6 and a second leg 7 .
- the first leg 6 and the second leg 7 are connected to one another by a section 8 in the shape of a circular arc.
- the reinforcement element 1 thus consists of three sections, namely the first leg 6, the second leg 7 and the connecting, arc-shaped section 8.
- the first leg 6 and the second leg 7 run parallel to one another in plan view.
- the arcuate section 8 is formed with a relatively small radius, so that the first leg 6 and the second leg 7 are not too far apart from one another, in a manner to be explained below.
- the arcuate section 8 can be in the form of a semicircle with a diameter 10 which determines the distance between the legs 6 , 7 .
- the reinforcement element 1 is formed from a plurality of rungs 2, which preferably, as shown, have the same lengths and are basically identical in design.
- the rungs 2 are preferably made of steel.
- the rungs 2 are connected to at least one belt 3 at the head end or at a first end 4 .
- the rungs 2 are connected to at least one further belt 3 on the ground side or at a second end 5 .
- the individual straps 3 can in turn be made of steel, for example of the same steel as the rungs 2 .
- the straps 3 arranged on the head side and on the bottom side can basically be of identical design.
- double belts are provided both on the head side and on the bottom side.
- a distance between the double chords is significantly greater, preferably a multiple, for example more than two or three times, than a distance between the chords 3 of a double chord.
- the distances between the straps 3 of a double strap can be approximately the same on the head side and on the bottom side.
- a lower belt 3 can be arranged on the rungs 2 in such a way that it can come into contact with a floor.
- the rungs 2 of the first leg 6 are arranged as far as possible opposite the rungs 2 of the second leg 7, so that the rungs 2 lie in a plane 9 in a section transverse to the legs 6, 7 or their longitudinal axes, as is shown in an example in 3 is shown.
- the radius of the arcuate section 8 is preferably kept in such a way that a distance between the first leg 6 and the second leg 7 is less than four times the distance between the rungs 2 of a leg 6 , 7 .
- a correspondingly close arrangement of the legs 6, 7 to one another allows good force absorption or dissipation in a small space.
- the reinforcement element 1 can also simply be arranged parallel or normal to a wall or to a wall to be constructed, without special precautions being taken for the rungs 2 to be distributed as evenly as possible would have to. Rather, this can already be achieved by the mere filing of the reinforcement element 1, since this with appropriate symmetry is formed. This would not be possible with a V-shaped arrangement which, if at all feasible, would require a complex arrangement of various elements.
- the rungs 2 can run not only along the legs 6, 7, but also in the area of the arcuate section 8, although this could in principle also be designed without rungs.
- a corresponding design results from a preferred production variant, according to which rungs 2 lying in one plane are first welded to the double chords to form a ladder-shaped structure, after which the ladder-shaped structure is bent around a mandrel, for example, to form the reinforcement element 1 .
- Such a method can easily be automated mechanically and carried out in a simple manner if a rung 2 is also provided in the arcuate section 8 with the same spacing from other rungs 2 as in the other areas. Otherwise, this rung 2 would have to be removed, but then the saving in material is only small.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Bridges Or Land Bridges (AREA)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ATGM50004/2021U AT17497U1 (de) | 2021-01-13 | 2021-01-13 | Bewehrungselement zur Erhöhung eines Querkraftwiderstandes |
Publications (3)
Publication Number | Publication Date |
---|---|
EP4030013A1 true EP4030013A1 (fr) | 2022-07-20 |
EP4030013B1 EP4030013B1 (fr) | 2023-11-08 |
EP4030013C0 EP4030013C0 (fr) | 2023-11-08 |
Family
ID=79020892
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP21217043.5A Active EP4030013B1 (fr) | 2021-01-13 | 2021-12-22 | Élément d'armature destiné à l'augmentation de la résistance à la force transversale |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP4030013B1 (fr) |
AT (1) | AT17497U1 (fr) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1185545A (en) * | 1966-07-23 | 1970-03-25 | Baustahlgewebe Gmbh | Improvements in or relating to Stirrup-Shaped Concrete Reinforcements |
DE3523656A1 (de) | 1984-07-24 | 1986-02-06 | AVI Alpenländische Veredelungs-Industrie Gesellschaft mbH, Graz, Steiermark | Schubbewehrungssystem fuer flaechentragwerke |
WO1987002087A1 (fr) * | 1985-09-27 | 1987-04-09 | Internationella Siporex Ab | Cage d'armature destinee a etre utilisee dans des moules lors du coulage d'un materiau en pierre artificielle, et procede de fabrication de la cage d'armature |
DE8901350U1 (de) * | 1989-02-07 | 1989-03-23 | Hiendl, Heribert, 8440 Straubing | Anschlußbügelkorb |
JP2002266466A (ja) * | 2001-03-07 | 2002-09-18 | Sekisui House Ltd | 定着筋 |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH642131A5 (en) * | 1981-01-19 | 1984-03-30 | Fischer Draht Ag | Connection cage for reinforcing reinforced-concrete structures and the use thereof |
DE9409138U1 (de) * | 1994-06-06 | 1994-08-04 | Dausend, Hans-Werner, 42279 Wuppertal | Abstandhalter für die obere Bewehrung |
CH693644A5 (de) * | 1999-02-12 | 2003-11-28 | Ankaba Ag | Bewehrungskonstruktion zur Einlage in Schubeinleitungsbereiche von Betondecken. |
-
2021
- 2021-01-13 AT ATGM50004/2021U patent/AT17497U1/de unknown
- 2021-12-22 EP EP21217043.5A patent/EP4030013B1/fr active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1185545A (en) * | 1966-07-23 | 1970-03-25 | Baustahlgewebe Gmbh | Improvements in or relating to Stirrup-Shaped Concrete Reinforcements |
DE3523656A1 (de) | 1984-07-24 | 1986-02-06 | AVI Alpenländische Veredelungs-Industrie Gesellschaft mbH, Graz, Steiermark | Schubbewehrungssystem fuer flaechentragwerke |
WO1987002087A1 (fr) * | 1985-09-27 | 1987-04-09 | Internationella Siporex Ab | Cage d'armature destinee a etre utilisee dans des moules lors du coulage d'un materiau en pierre artificielle, et procede de fabrication de la cage d'armature |
DE8901350U1 (de) * | 1989-02-07 | 1989-03-23 | Hiendl, Heribert, 8440 Straubing | Anschlußbügelkorb |
JP2002266466A (ja) * | 2001-03-07 | 2002-09-18 | Sekisui House Ltd | 定着筋 |
Also Published As
Publication number | Publication date |
---|---|
EP4030013B1 (fr) | 2023-11-08 |
EP4030013C0 (fr) | 2023-11-08 |
AT17497U1 (de) | 2022-06-15 |
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