EP2290167A1 - Armature de poinçonnement - Google Patents
Armature de poinçonnement Download PDFInfo
- Publication number
- EP2290167A1 EP2290167A1 EP10164757A EP10164757A EP2290167A1 EP 2290167 A1 EP2290167 A1 EP 2290167A1 EP 10164757 A EP10164757 A EP 10164757A EP 10164757 A EP10164757 A EP 10164757A EP 2290167 A1 EP2290167 A1 EP 2290167A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- punching
- double
- reinforcement
- reinforcement according
- heads
- 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
Images
Classifications
-
- 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
- E04C5/01—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
- E04C5/01—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
Definitions
- the present invention relates to a punching reinforcement for floor or ceiling slabs, comprising a plurality of double-headed dowels fixedly connected to at least one longitudinal bar.
- Punching shear reinforcement is principally used in punch-endangered areas of flat slabs, bridge slabs and floor slabs.
- punching reinforcements are used where columnar support elements are supported on floor or bridge slabs, or flat slabs rest on columnar support elements.
- shear forces are to be absorbed, which are to be transferred from an upper reinforcement layer into a lower reinforcement layer or vice versa.
- the upper or lower reinforcement layer take over the bending forces that occur, and thanks to the shear-through reinforcements, truss-like force models are formed in order to achieve a significantly increased bending stiffness.
- double-headed dowel strips have been used in the area of floor slabs or ceiling slabs subject to punching.
- a typical example of such so-called double-headed dowel strips shows, for example, the DE 2727159 A
- These still known and widespread double-headed dowel strips also show the documents DE 19756358 or DE 2924449 such as DE 29807557 U ,
- Double-headed dowel strips are arranged in a star shape around a support element.
- these double-headed dowel strips come into conflict with the otherwise orthogonally installed reinforcements. This problem has been recognized and, accordingly, double headed dowel bars have been realized in which the arrangement of the double headed dowels over the length of the strip is variable.
- Such a variant shows, for example, the German utility model DE 20016373 U as well as the German utility model DE 20106428 U ,
- reinforcement baskets are offered, which are also known by the term ironing basket.
- These reinforcing baskets consist of a plurality of rectangular meandering stirrups which are interconnected by means of bars extending transversely to the longitudinal direction.
- These ironing baskets have the advantage that they also realize the orthogonal orientation, which corresponds to the reinforcement of the floor or ceiling plate itself and therefore occur during installation less conflicts.
- Such an ironing basket is for example in the Swiss patent CH 688519 shown.
- the document shows solutions with alternative forms CH 695106 .
- the ironing basket is first laid in the area of the support and then the lower layer of the bending reinforcement is laid crossing the basket, whereupon the upper layer is also laid crossing this ironing basket.
- the laying distance of the longitudinal and transverse bars of the bending reinforcements must therefore be selected according to the ironing masses.
- the stirrup basket reinforcements are used in particular in punch-endangered areas of flat ceilings and floor slabs at medium loads. Especially in such cases but also prefabricated mats are used for the lower and upper reinforcement layer, consisting of orthogonally intersecting longitudinal bars and transverse bars exist that are welded together. Such mats can not be combined with the ironing baskets of known design. Accordingly, one has changed such hoop baskets and implemented instead of the meandering shape a plurality of U-shaped brackets whose legs are directed vertically upward in the installed position while the webs are in the lower region. These webs are then interconnected by means of corresponding longitudinal bars. Therefore, such hoop baskets can easily hang up on a lower layer of a reinforcement and secure.
- the upwardly directed legs are bent at their free ends by practically 180 ° downwards, thus forming open hooks.
- the upper reinforcement layer in the floor slab or ceiling slab must then be retracted accordingly and pulled upwards, so that these come to rest with the longitudinal or transverse bars in the open hooks. In this position, the upper reinforcement is then tied off.
- a typical example of such a hanger basket shows, for example EP 0184995 B. At higher loads, however, these ironing baskets do not suffice. Here they must be combined with additional elements such as so-called steel mushrooms.
- Another example of the reinforcement in combination with so-called hanger baskets are cross-shaped elements, which additionally show shear reinforcement.
- Such an element shows, for example, the European patent application EP 1932978 A .
- solutions Doppelkopfbügelleisten V-shaped design and so also practically forms a basket of sheer Doppelkopfdübeln.
- This solution is in particular from the DE 3523656 known. Although such a solution is suitable for higher loads but has the previously mentioned Verlegenachmaschine, as well as these elements in turn must be arranged in a star shape around the support elements.
- the punching reinforcement consists of a number of U-shaped bent bracket 4, which can be seen in the side view shown here only one of the two parallel legs 5, since the second leg 5 is aligned behind.
- the U-shaped bracket 4 are connected to each other via longitudinal bars 2, wherein on the one hand, the longitudinal bars 2, which are welded to the legs 5 of the U-shaped bracket 4, and recognizes the other Longitudinal bars 3 which are welded onto the webs 6 of the U-shaped brackets 4 which are not recognizable here.
- the longitudinal bars 3 on the webs 6 of the bracket 4 are required because they serve as a support of the upper reinforcement.
- the legs 5 of the U-shaped bracket 4 are longer than the double-headed plugs 10 and project down beyond the double-headed plug 10 also.
- the ends of the legs 5 can simply be cut straight and stand on a not visible here formwork during installation in a bottom plate or ceiling plate. In order to avoid possible corrosion damage and thus spalling of concrete parts, it is useful to provide the ends of the legs 5, which form the feet 7 with plastic pins that serve as shoes 8.
- FIG. 1 one sees the same punching shear basket 1 shown perpendicular to the direction.
- P the bottom plate or ceiling plate is called.
- the lower bending reinforcement U is relocated at a distance from the shuttering not shown here. This consists of orthogonal reinforcing bars. If these reinforcing bars are laid, the inventive punching shear baskets 1 will be inserted in the area of the supporting elements not shown here.
- the U-shaped bracket 4 have legs 5, which are dimensioned so that the feet 7 and their shoes 8 are on the casing while the connecting longitudinal bars 2 come to lie above the lower bending reinforcement U.
- This upper bending reinforcement 0 is also made of orthogonally extending reinforcing bars, in which case they are larger in diameter than the lower reinforcing bars of the lower bending reinforcement U.
- the upper heads 12 of the double-headed dowels 10 also come to lie here in optimal design in the area of the upper bending reinforcement O.
- the punching shear basket 1 thus optimally fulfills a double function, namely, on the one hand to keep the double-headed dowels 10 in the correct height and position and on the other hand serves the punching shear basket 1 at the same time as a support for the upper reinforcement.
- the manufacturer of the punching shear basket provides the projecting engineer a corresponding EDP program available in order to achieve the correct design of the bottom plate or ceiling plate with the matching reinforcements according to the loads.
- the double-headed dowels 10 used here are detailed in the Figures 3, 3a and 3b shown.
- the double-head dowels 10 consist of a dowel pin 13 at its lower end a lower head 11 and at its upper end an upper head 12 is formed. These two heads 11, 12 are integrally formed on a dowel pin 13 preferably integrally. In the present case, a ribbed structural steel is used here.
- the double-headed plug 10 is made in one piece.
- the heads 11, 12 can be formed either by a pressing process or by a forging process. At higher loads, it is advantageous to reinforce these heads 11, 12.
- the solution will certainly be changed in terms of production technology such that the double-headed plug 10 is manufactured in a casting process, for example, wherein the plug bolt 13 is integrally formed with the heads 11, 12 and the reinforcing rings 14.
- FIG. 4 a possible installation arrangement of the inventive punching shear baskets 1 is shown.
- the support element is designated S. In this case, it is a column with a square cross-section.
- the punching reinforcement baskets 1 accordingly extend perpendicularly away from each side of the support member S in the orthogonal direction. Only for the sake of clarity not more punching shear baskets 1 were shown, but in principle one will always attach the same amount of punching shear baskets 1 on each side, if it is a central support element.
- the laying plans will be different if the support member is located at an edge or at a corner of a floor or ceiling panel.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Joining Of Building Structures In Genera (AREA)
- Polishing Bodies And Polishing Tools (AREA)
- Perforating, Stamping-Out Or Severing By Means Other Than Cutting (AREA)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL10164757T PL2290167T3 (pl) | 2009-08-21 | 2010-06-02 | Zbrojenie zabezpieczające przed przebiciem |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH01301/09A CH701682A1 (de) | 2009-08-21 | 2009-08-21 | Durchstanzbewehrung. |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2290167A1 true EP2290167A1 (fr) | 2011-03-02 |
EP2290167B1 EP2290167B1 (fr) | 2012-02-29 |
Family
ID=42109751
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10164757A Not-in-force EP2290167B1 (fr) | 2009-08-21 | 2010-06-02 | Armature de poinçonnement |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP2290167B1 (fr) |
AT (1) | ATE547577T1 (fr) |
CH (1) | CH701682A1 (fr) |
PL (1) | PL2290167T3 (fr) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20120023858A1 (en) * | 2009-04-03 | 2012-02-02 | Jae Ho Lee | Truss-type shear reinforcement material having double anchorage functions at both top and bottom thereof |
GB2491339A (en) * | 2011-04-15 | 2012-12-05 | Stephen Bell | Punching shear reinforcement structure for pre cast concrete planks |
WO2021209686A1 (fr) * | 2020-04-16 | 2021-10-21 | Peikko Group Oy | Élément allongé à tête |
EP4112833A1 (fr) * | 2021-06-28 | 2023-01-04 | AVI Alpenländische Veredelungs-Industrie Gesellschaft m.b.H. | Agencement de renfort permettant d'augmenter la résistance au poinçonnage, ainsi que procédé associé |
Citations (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2383287A1 (fr) * | 1977-03-10 | 1978-10-06 | Trefilerie Normande Ste Nle | Armature utilisable pour la fabrication au moyen d'un moule, d'articles en beton arme |
DE2727159A1 (de) | 1977-06-16 | 1978-12-21 | Leonhardt Fritz | Bewehrung von flachdecken gegen durchstanzen |
DE2924449A1 (de) | 1979-06-18 | 1981-01-08 | Union Carbide Corp | Verfahren zum reinigen von abwasser im belebtschlammverfahren |
GB2149832A (en) * | 1983-11-17 | 1985-06-19 | Avi Alpenlaendische Vered | Stirrup basket |
DE3523656A1 (de) | 1984-07-24 | 1986-02-06 | AVI Alpenländische Veredelungs-Industrie Gesellschaft mbH, Graz, Steiermark | Schubbewehrungssystem fuer flaechentragwerke |
AT390099B (de) * | 1987-02-06 | 1990-03-12 | Avi Alpenlaendische Vered | Die verwendung einer fuer bauteile aus stahlbeton bestimmten bewehrung |
EP0184995B1 (fr) | 1984-12-12 | 1991-07-31 | Ulisse C. Aschwanden | Système d'armature empêchant le cissaillement |
CH688519A5 (de) | 1994-06-24 | 1997-10-31 | Fischer Reinach Ag | Durchstanz-Bewehrung fuer gestuetzte Betondecken im Bereiche von deren Stuetzen sowie Verfahren zu deren Herstellung und Biegemaschine. |
GB2328455A (en) * | 1996-08-21 | 1999-02-24 | Jubin Motamed | Concrete slab shear reinforcement |
DE19756358A1 (de) | 1997-12-18 | 1999-07-01 | Deha Ankersysteme | Schubbewehrung für Flachdecken und Dübelleiste hierfür |
DE29903737U1 (de) * | 1999-03-02 | 1999-08-12 | Schöck Bauteile GmbH, 76534 Baden-Baden | Bauelement zur Schubbewehrung |
DE29807557U1 (de) | 1998-04-30 | 1999-09-09 | Schöck Bauteile GmbH, 76534 Baden-Baden | Bauelement zur Schubbewehrung |
DE20016373U1 (de) | 2000-09-21 | 2000-12-28 | Egon Elsäßer Bauindustrie GmbH & Co. KG, 78187 Geisingen | Vorrichtung für den einfachen Einbau von Durchstanzbewehrungen in Decken |
DE20106428U1 (de) | 2001-04-11 | 2001-07-19 | Deutsche Kahneisen Gesellschaft mbH, 12057 Berlin | Dübelleiste für Durchstanzbewehrungen |
DE10001595A1 (de) * | 2000-01-17 | 2001-07-19 | Deha Ankersysteme | Bewehrung für Stahlbetondecken |
DE202005013048U1 (de) * | 2005-08-18 | 2005-12-01 | Schöck Bauteile GmbH | Bauelement zur Schubbewehrung |
CH695106A5 (de) | 2001-01-23 | 2005-12-15 | Fischer Reinach Ag | Verfahren zur Herstellung einer Schubarmierung in gestützten Betondecken. |
EP1932978A1 (fr) | 2006-12-14 | 2008-06-18 | Nivo AG | Elément d'armature pour l'absorption de forces dans des plaques de béton dans la zone d'éléments d'appui |
-
2009
- 2009-08-21 CH CH01301/09A patent/CH701682A1/de unknown
-
2010
- 2010-06-02 AT AT10164757T patent/ATE547577T1/de active
- 2010-06-02 PL PL10164757T patent/PL2290167T3/pl unknown
- 2010-06-02 EP EP10164757A patent/EP2290167B1/fr not_active Not-in-force
Patent Citations (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2383287A1 (fr) * | 1977-03-10 | 1978-10-06 | Trefilerie Normande Ste Nle | Armature utilisable pour la fabrication au moyen d'un moule, d'articles en beton arme |
DE2727159A1 (de) | 1977-06-16 | 1978-12-21 | Leonhardt Fritz | Bewehrung von flachdecken gegen durchstanzen |
DE2924449A1 (de) | 1979-06-18 | 1981-01-08 | Union Carbide Corp | Verfahren zum reinigen von abwasser im belebtschlammverfahren |
GB2149832A (en) * | 1983-11-17 | 1985-06-19 | Avi Alpenlaendische Vered | Stirrup basket |
DE3523656A1 (de) | 1984-07-24 | 1986-02-06 | AVI Alpenländische Veredelungs-Industrie Gesellschaft mbH, Graz, Steiermark | Schubbewehrungssystem fuer flaechentragwerke |
EP0184995B1 (fr) | 1984-12-12 | 1991-07-31 | Ulisse C. Aschwanden | Système d'armature empêchant le cissaillement |
AT390099B (de) * | 1987-02-06 | 1990-03-12 | Avi Alpenlaendische Vered | Die verwendung einer fuer bauteile aus stahlbeton bestimmten bewehrung |
CH688519A5 (de) | 1994-06-24 | 1997-10-31 | Fischer Reinach Ag | Durchstanz-Bewehrung fuer gestuetzte Betondecken im Bereiche von deren Stuetzen sowie Verfahren zu deren Herstellung und Biegemaschine. |
GB2328455A (en) * | 1996-08-21 | 1999-02-24 | Jubin Motamed | Concrete slab shear reinforcement |
DE19756358A1 (de) | 1997-12-18 | 1999-07-01 | Deha Ankersysteme | Schubbewehrung für Flachdecken und Dübelleiste hierfür |
DE29807557U1 (de) | 1998-04-30 | 1999-09-09 | Schöck Bauteile GmbH, 76534 Baden-Baden | Bauelement zur Schubbewehrung |
DE29903737U1 (de) * | 1999-03-02 | 1999-08-12 | Schöck Bauteile GmbH, 76534 Baden-Baden | Bauelement zur Schubbewehrung |
EP1033454A2 (fr) | 1999-03-02 | 2000-09-06 | SCHÖCK BAUTEILE GmbH | Elément de construction pour armature de cisaillement |
DE10001595A1 (de) * | 2000-01-17 | 2001-07-19 | Deha Ankersysteme | Bewehrung für Stahlbetondecken |
DE20016373U1 (de) | 2000-09-21 | 2000-12-28 | Egon Elsäßer Bauindustrie GmbH & Co. KG, 78187 Geisingen | Vorrichtung für den einfachen Einbau von Durchstanzbewehrungen in Decken |
CH695106A5 (de) | 2001-01-23 | 2005-12-15 | Fischer Reinach Ag | Verfahren zur Herstellung einer Schubarmierung in gestützten Betondecken. |
DE20106428U1 (de) | 2001-04-11 | 2001-07-19 | Deutsche Kahneisen Gesellschaft mbH, 12057 Berlin | Dübelleiste für Durchstanzbewehrungen |
DE202005013048U1 (de) * | 2005-08-18 | 2005-12-01 | Schöck Bauteile GmbH | Bauelement zur Schubbewehrung |
EP1932978A1 (fr) | 2006-12-14 | 2008-06-18 | Nivo AG | Elément d'armature pour l'absorption de forces dans des plaques de béton dans la zone d'éléments d'appui |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20120023858A1 (en) * | 2009-04-03 | 2012-02-02 | Jae Ho Lee | Truss-type shear reinforcement material having double anchorage functions at both top and bottom thereof |
GB2491339A (en) * | 2011-04-15 | 2012-12-05 | Stephen Bell | Punching shear reinforcement structure for pre cast concrete planks |
WO2021209686A1 (fr) * | 2020-04-16 | 2021-10-21 | Peikko Group Oy | Élément allongé à tête |
EP4112833A1 (fr) * | 2021-06-28 | 2023-01-04 | AVI Alpenländische Veredelungs-Industrie Gesellschaft m.b.H. | Agencement de renfort permettant d'augmenter la résistance au poinçonnage, ainsi que procédé associé |
Also Published As
Publication number | Publication date |
---|---|
PL2290167T3 (pl) | 2012-06-29 |
ATE547577T1 (de) | 2012-03-15 |
CH701682A1 (de) | 2011-02-28 |
EP2290167B1 (fr) | 2012-02-29 |
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