EP1033454B1 - Elément de construction pour armature de cisaillement - Google Patents
Elément de construction pour armature de cisaillement Download PDFInfo
- Publication number
- EP1033454B1 EP1033454B1 EP00104056A EP00104056A EP1033454B1 EP 1033454 B1 EP1033454 B1 EP 1033454B1 EP 00104056 A EP00104056 A EP 00104056A EP 00104056 A EP00104056 A EP 00104056A EP 1033454 B1 EP1033454 B1 EP 1033454B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- connecting element
- structural component
- reinforcement
- elements
- spacer
- 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.)
- Expired - Lifetime
Links
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
- E04C5/16—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
Definitions
- the shear reinforcement element must also be arranged at a height such that the upper end of the reinforcement elements is aligned with the upper bending reinforcement and the lower end of the reinforcement elements with the lower bending reinforcement; this is the only way to obtain the prescribed force transmission between bending and shear reinforcement.
- the second known embodiment of a shear reinforcement consists in first positioning the bending reinforcements and then a shear reinforcement element in which the connecting element, i.e. the spacer bar is arranged on the top of the reinforcement elements, is inserted from above through the two bending reinforcements until the spacer bar is placed on the upper bending reinforcement in order to obtain the prescribed aligned arrangement of the upper and lower reinforcement element ends.
- the connecting element i.e. the spacer bar is arranged on the top of the reinforcement elements
- connecting element and reinforcement elements The simplest variant for the mutual positioning of connecting element and reinforcement elements is to connect them to each other in a non-detachable manner, for example by welding, but then no subsequent adaptation to the local conditions and installation conditions is possible on the construction site. It is therefore particularly advantageous if the connecting element in a detachable manner and, in particular, a subsequent change in positioning allows - z. B. by clamps, wire loafing or clamping / plug connections - on at least one reinforcement element, but expediently can be fixed on all reinforcement elements.
- connecting element is extended at least approximately to a dimension corresponding to the prescribed minimum distance of this reinforcing element from the support in relation to the reinforcement element arranged adjacent to the support, so as to provide an installation aid.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
- Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
- Bridges Or Land Bridges (AREA)
Claims (11)
- Elément de construction pour armature de cisaillement, en particulier pour la transmission d'énergie dans la zone de raccordement de supports à des composants de construction armés, comme les plafonds plats et les dalles de plancher, composé de préférence d'une pluralité d'éléments d'armature formés en tant que ancre à double tête, qui sont disposés les uns parallèlement aux autres et distants les uns des autres, et d'un élément de liaison prévu pour fixer les éléments d'armature mutuellement et en outre aux éléments d'armature transmettant la force de cisaillement, caractérisé en ce que l'élément de liaison (7, 17, 17a, 23, 28, 34, 38, 44, 53) peut être fixé sur les éléments d'armature (6, 16, 22, 27, 33, 37, 43, 52) entre les extrémités supérieures et inférieures de ceux-ci dans une section devant être disposée entre l'armature flexible supérieure (3) et inférieure (2) du composant de construction (1), et en ce que au moins indirectement des éléments d'espacement (8, 18, 24, 26, 32, 36, 42, 54) peuvent être fixés sur l'élément de liaison, lesquels éléments servent à l'appui de l'élément de cisaillement (5, 15, 21, 25, 31, 35, 41, 51) sur le coffrage du composant de construction inférieur.
- Elément de construction selon la revendication 1, caractérisé en ce que l'élément de liaison (7, 17, 17a, 23, 28, 34, 38, 44, 53) peut être fixé sur les éléments d'armature (6, 16, 22, 27, 33, 37, 43, 52) dans une section distante de l'armature flexible supérieure (3) et inférieure (2) du composant de construction (1).
- Elément de construction selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que au moins l'un des éléments d'espacement (8, 18, 24, 26, 32, 36, 42, 54) peut être fixé directement sur l'élément de liaison (7, 17, 17a, 23, 28, 34, 38, 44, 53) d'une manière amovible et en particulier d'une manière permettant un changement de position ultérieur.
- Elément de construction selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que l'élément de liaison (17, 23, 28, 34, 38) peut être fixé d'une manière non amovible sur des éléments d'armature (16, 22, 27, 33, 37).
- Dispositif selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que l'élément de liaison (7) peut être fixé d'une manière amovible et en particulier d'une manière permettant un changement de position ultérieur sur au moins un élément d'armature (6).
- Elément de construction selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que l'élément de liaison (7, 17) fait saillie le cas échéant dans une partie séparée (7a, 17a) par rapport à sa direction principale d'extension et s'étend en particulier plié ou courbé horizontalement.
- Elément de construction selon la revendication 6, caractérisé en ce que au moins l'un des éléments d'espacement (8, 18) peut être fixé dans la partie (7a, 17a) faisant saillie.
- Dispositif selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que l'élément de liaison (53) coopère avec un élément d'espacement (54) faisant saillie horizontalement par rapport à sa direction principale d'extension, et en ce que l'élément d'espacement faisant saillie horizontalement s'étend dans la direction verticale plié ou courbé vers le bas.
- Élément de construction selon la revendication 8, caractérisé en ce que l'élément d'espacement (54) est formé à peu près en U et présente à côté de la zone faisant saillie horizontalement par rapport à l'élément de liaison (53) chaque fois dans la direction verticale deux montants pliés ou courbés vers le bas.
- Elément de construction selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que les éléments d'espacement (8, 18, 24, 23, 32, 36) se composent au moins dans leur partie disposée entre l'armature flexible inférieure et le coffrage du composant de construction de matière anti-corrosion ou exempte de corrosion et en particulier de matière plastique.
- Elément de construction selon au moins l'une quelconque des revendications précédentes, caractérisé en ce que l'élément de liaison (7) est allongé par rapport à l'élément d'armature (6) disposé dans le voisinage du support (4) du moins dans une certaine mesure correspondant à l'espacement nécessairement statique de cet élément d'armature de l'appui par rapport au support.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29903737U | 1999-03-02 | ||
DE29903737U DE29903737U1 (de) | 1999-03-02 | 1999-03-02 | Bauelement zur Schubbewehrung |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1033454A2 EP1033454A2 (fr) | 2000-09-06 |
EP1033454A3 EP1033454A3 (fr) | 2000-11-08 |
EP1033454B1 true EP1033454B1 (fr) | 2003-09-10 |
Family
ID=8070183
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00104056A Expired - Lifetime EP1033454B1 (fr) | 1999-03-02 | 2000-02-28 | Elément de construction pour armature de cisaillement |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1033454B1 (fr) |
AT (1) | ATE249558T1 (fr) |
DE (2) | DE29903737U1 (fr) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102004040584A1 (de) * | 2004-08-21 | 2006-02-23 | Schöck Bauteile GmbH | Bauelement zur Schubbewehrung |
DE102005007193A1 (de) * | 2005-02-16 | 2006-08-24 | Schöck Bauteile GmbH | Bauelement zur Schub- bzw. Durchstanzbewehrung |
DE102005008748A1 (de) * | 2005-02-25 | 2006-08-31 | Schöck Bauteile GmbH | Bauelement zur Schub- bzw. Durchstanzbewehrung |
DE202009004312U1 (de) | 2009-03-26 | 2009-06-25 | Spritz-Plast Gmbh | Bauelemente für die Durchstanzbewehrung |
KR100971736B1 (ko) * | 2009-04-03 | 2010-07-21 | 이재호 | 상하 각각 이중 앵커리지 기능을 갖는 전단보강재 |
CH701682A1 (de) * | 2009-08-21 | 2011-02-28 | Sybaco Ag | Durchstanzbewehrung. |
WO2011030178A1 (fr) * | 2009-09-08 | 2011-03-17 | Gutzwiller Holding Ag | Élément d'armature pour éléments encastrés dans des constructions en béton |
Family Cites Families (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE636104C (de) | 1934-01-30 | 1936-10-05 | Paul Kroker | Eisenbetonbalken-Bewehrungseinlage mit diese im Abstand von der Schalung haltenden Stuetzgliedern |
AT308356B (de) * | 1970-11-06 | 1973-07-10 | Avi Alpenlaendische Vered | Verfahren zum Herstellen von Flächenbewehrungen für Stahlbeton und Distanzhalter zur Ausübung dieses Verfahrens |
DE7118881U (de) * | 1971-05-14 | 1971-08-05 | Wochner A | Verbindungselement für Betonarmierun gen |
GB1396780A (en) | 1972-05-02 | 1975-06-04 | British Reinforced Concrete Eng Co Ltd | Reinforced concrete |
FR2370140A1 (fr) * | 1976-11-09 | 1978-06-02 | Sibel Ste Fse | Dispositif pour la construction de planchers en beton arme a nervure sur semelles de bois et entrevous |
DE3411591C1 (de) | 1984-03-29 | 1985-06-13 | Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen | Schubbewehrungselement fuer Stahlbetonkonstruktionen |
AU581123B2 (en) * | 1986-05-22 | 1989-02-09 | Neumann Steel Pty Limited | Reinforcing for concrete structures |
DE3714685A1 (de) * | 1986-12-22 | 1988-06-30 | Paul Couwenbergs | Abstandshalter fuer armierungen |
DE8707135U1 (de) * | 1987-05-18 | 1987-08-13 | Böllinghaus, Rainer, Dipl.-Ing., 5885 Schalksmühle | Abstandhalter mit Klemmvorrichtung und Doppelklemme |
NO174593C (no) | 1990-11-21 | 1994-06-01 | Oeyvind Moen | Armeringsstol |
EP0744508B1 (fr) | 1995-05-11 | 1998-11-11 | HALFEN GmbH & CO. Kommanditgesellschaft | Dispositif pour former une armature de cisaillement pour dalles plates |
EP0784127A1 (fr) | 1996-01-10 | 1997-07-16 | Bam Ag | Elément d'ancrage pour ouvrages en béton armé |
DE29609190U1 (de) | 1996-05-22 | 1996-08-14 | Frisch, Hans, 89343 Jettingen-Scheppach | Schubbewehrung im Stützenbereich |
GB2328455A (en) * | 1996-08-21 | 1999-02-24 | Jubin Motamed | Concrete slab shear reinforcement |
DE29812676U1 (de) * | 1997-09-09 | 1998-12-03 | Deha Ankersysteme Gmbh & Co. Kg, 64521 Gross-Gerau | Dübelleiste für Schubbewehrungen |
-
1999
- 1999-03-02 DE DE29903737U patent/DE29903737U1/de not_active Expired - Lifetime
-
2000
- 2000-02-28 AT AT00104056T patent/ATE249558T1/de active
- 2000-02-28 DE DE50003599T patent/DE50003599D1/de not_active Expired - Lifetime
- 2000-02-28 EP EP00104056A patent/EP1033454B1/fr not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
ATE249558T1 (de) | 2003-09-15 |
DE50003599D1 (de) | 2003-10-16 |
EP1033454A2 (fr) | 2000-09-06 |
DE29903737U1 (de) | 1999-08-12 |
EP1033454A3 (fr) | 2000-11-08 |
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