EP1770228A2 - Stabarmierung für Stahlbetonträger - Google Patents
Stabarmierung für Stahlbetonträger Download PDFInfo
- Publication number
- EP1770228A2 EP1770228A2 EP06380242A EP06380242A EP1770228A2 EP 1770228 A2 EP1770228 A2 EP 1770228A2 EP 06380242 A EP06380242 A EP 06380242A EP 06380242 A EP06380242 A EP 06380242A EP 1770228 A2 EP1770228 A2 EP 1770228A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- reinforcement
- transversal
- reinforced concrete
- reinforcements
- bars
- 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.)
- Withdrawn
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—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
- E04C5/0609—Closed cages composed of two or more coacting cage parts, e.g. transversally hinged or nested parts
Definitions
- This descriptive fact sheet refers to an application for an invention patent corresponding to rebar reinforcement for reinforced concrete beams which, whist employing the most advanced state of the technique, introduces novel features that facilitate the automated construction of rebar reinforcements for reinforced concrete beams and the construction and placement in situ of negative moments reinforcements whilst offering savings on reinforcements for supporting shear stress.
- This invention is to be applied in the construction industry, specifically in the manufacture of rebar reinforcement both for beams and negative moment reinforcement for beams.
- transversal reinforcements are placed on a parallel plane to the longitudinal round bars to facilitate welding or joining and they protrude from the top longitudinal round bar to facilitate their construction and improve anchorage.
- the proposed reinforcement is made up of two or more sub-reinforcements which will be described in the drawings that follow, separated between them by the distance determined by the calculation and at the necessary height, as determined by the calculation for reinforced concrete structures.
- the sub-reinforcements are joined together by way of two transversal round bars, a top one and a bottom one, duly separated and joined to the sub-reinforcements by welding or any other joining method, in the shape indicated in the following drawings.
- the sub-reinforcements of the type shown in figure 2 are manufactured in a special machine.
- the reinforcement is made up of three sub-reinforcements of the height and with the separation determined by the rules of the calculation.
- the top transversal reinforcement may be of the type shown in figures 8, 9 and 10.
- the bottom horizontal reinforcement may be of the type shown in figures 11, 12 and 13. Subsequently, the reinforcement round bars nos. 19 and 20 are introduced and the round bars for supporting the negative moments nos. 21 and 22 are placed. It is important to point out that these are supported on the top horizontal reinforcement of the transversal reinforcement, facilitating their placement in situ.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES200502345A ES2306550B1 (es) | 2005-09-28 | 2005-09-28 | Armadura de ferralla para vigas de hormigon armado. |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1770228A2 true EP1770228A2 (de) | 2007-04-04 |
EP1770228A3 EP1770228A3 (de) | 2009-01-21 |
Family
ID=37546751
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06380242A Withdrawn EP1770228A3 (de) | 2005-09-28 | 2006-09-07 | Stabarmierung für Stahlbetonträger |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP1770228A3 (de) |
ES (1) | ES2306550B1 (de) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2018104993A (ja) * | 2016-12-27 | 2018-07-05 | 株式会社安藤・間 | 開口部の補強構造 |
DE102019129975A1 (de) * | 2019-11-06 | 2021-05-20 | Bam Ag | Bewehrungselement |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2255137A1 (de) * | 1972-11-10 | 1974-05-22 | Rehm Gallus | Vorgefertigte schubbewehrung fuer stahl- und spannbetonbauteile |
EP0517107A1 (de) * | 1991-06-06 | 1992-12-09 | Hayashi Seiko Co., Ltd. | Stahlbeton Baugerüst |
EP0785317A1 (de) * | 1995-03-02 | 1997-07-23 | Isabel Merino Garay Olatz | Verfahren zum dimensionieren von bewehrungselementen für bewehrte betonbalken |
EP1437452A2 (de) * | 2003-01-13 | 2004-07-14 | Isabel Merino Garay Olatz | Stahlbewehrungsrahmen für Stahlbeton |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE766864R (fr) * | 1970-05-12 | 1971-10-01 | Oroschakoff Georgi | Armatures pour constructions et beton |
AT304834B (de) * | 1970-07-03 | 1973-01-25 | Josef Hell Dipl Ing | Bewehrungskorb für Säulen, Balken od.dgl. aus Stahlbeton |
US3736637A (en) * | 1972-03-06 | 1973-06-05 | G Oroschakoff | Process for assembling concrete reinforcement |
IT1104985B (it) * | 1978-02-16 | 1985-10-28 | Ferriere Nord Rappresentata Da | Armatura componibile per pilastri e travi in vemento armato |
US4280310A (en) * | 1979-05-23 | 1981-07-28 | Tolliver Wilbur E | Hinged reinforcement assembly and method |
ES2124161B1 (es) * | 1995-03-02 | 1999-09-16 | Garay Olatz Isabel Merino | Mejoras introducidas en la patente principal num. 9500414, y del primer certificado de adicion num. 9500637, sobre: metodo de dimensionado de armaduras para vigas de hormigon armado. |
ES2124117B1 (es) * | 1995-03-02 | 1999-09-16 | Merino Garay Olatz Isabel | Metodo de dimensionamiento de armaduras para vigas de hormigon armado. |
JP2002115369A (ja) * | 2000-10-06 | 2002-04-19 | Purotekku:Kk | 先組み鉄筋部材 |
CA2386646C (en) * | 2002-05-16 | 2010-07-20 | Bayer Inc. | Rubber compound for a vibration dampening device |
-
2005
- 2005-09-28 ES ES200502345A patent/ES2306550B1/es active Active
-
2006
- 2006-09-07 EP EP06380242A patent/EP1770228A3/de not_active Withdrawn
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2255137A1 (de) * | 1972-11-10 | 1974-05-22 | Rehm Gallus | Vorgefertigte schubbewehrung fuer stahl- und spannbetonbauteile |
EP0517107A1 (de) * | 1991-06-06 | 1992-12-09 | Hayashi Seiko Co., Ltd. | Stahlbeton Baugerüst |
EP0785317A1 (de) * | 1995-03-02 | 1997-07-23 | Isabel Merino Garay Olatz | Verfahren zum dimensionieren von bewehrungselementen für bewehrte betonbalken |
EP1437452A2 (de) * | 2003-01-13 | 2004-07-14 | Isabel Merino Garay Olatz | Stahlbewehrungsrahmen für Stahlbeton |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2018104993A (ja) * | 2016-12-27 | 2018-07-05 | 株式会社安藤・間 | 開口部の補強構造 |
DE102019129975A1 (de) * | 2019-11-06 | 2021-05-20 | Bam Ag | Bewehrungselement |
Also Published As
Publication number | Publication date |
---|---|
EP1770228A3 (de) | 2009-01-21 |
ES2306550B1 (es) | 2009-09-17 |
ES2306550A1 (es) | 2008-11-01 |
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Legal Events
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