ATE65817T1 - SHEAR REINFORCEMENT SYSTEM. - Google Patents
SHEAR REINFORCEMENT SYSTEM.Info
- Publication number
- ATE65817T1 ATE65817T1 AT85810587T AT85810587T ATE65817T1 AT E65817 T1 ATE65817 T1 AT E65817T1 AT 85810587 T AT85810587 T AT 85810587T AT 85810587 T AT85810587 T AT 85810587T AT E65817 T1 ATE65817 T1 AT E65817T1
- Authority
- AT
- Austria
- Prior art keywords
- reinforcement
- shear
- ties
- shear ties
- reinforcement system
- Prior art date
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
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
Abstract
Until now, areas of flat roofs (2) which are liable to get perforated, for example near a support (1), have required an extremely complex reinforcement of crosswise-arranged layers of reinforcement bars at the top and at the bottom, connected by innumerable shear ties which have to be positioned individually. The new shear reinforcement system, however, uses a shear basket element (3) which connects the required shear ties by means of connecting rods to form an integral component extending across the endangered area, is placed on the bottom reinforcement layer (5) and extends from the bottom reinforcement (4, 5) up to the top reinforcement (4', 5'), the internal layer (4') of which can be readily inserted into the hook shaped ends of the shear ties which are aligned with each other. This means they do not need to be inserted from the longitudinal side, and the height of the shear ties combined in the shear basket element (3) ensures the statically correct position of the top reinforcement (4', 5'), without a spacer element being required therefor. This results overall in substantial savings in labour hours. <IMAGE>
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH591084 | 1984-12-12 | ||
EP85810587A EP0184995B1 (en) | 1984-12-12 | 1985-12-11 | Reinforcement system preventing shearing |
Publications (1)
Publication Number | Publication Date |
---|---|
ATE65817T1 true ATE65817T1 (en) | 1991-08-15 |
Family
ID=4301373
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
AT85810587T ATE65817T1 (en) | 1984-12-12 | 1985-12-11 | SHEAR REINFORCEMENT SYSTEM. |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0184995B1 (en) |
AT (1) | ATE65817T1 (en) |
DE (1) | DE3583662D1 (en) |
Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE69004193T2 (en) * | 1989-08-21 | 1994-04-07 | Square Grip Ltd | Shear reinforcement for column head. |
GB2235221B (en) * | 1989-08-21 | 1993-08-25 | Square Grip Ltd | Shearhead reinforcement |
CH690920A5 (en) * | 1995-12-30 | 2001-02-28 | Ancotech Ag | Reinforcement for up encamped on supporting flat slabs, shear reinforcement member and a method for manufacturing a reinforcement. |
DE69613978T2 (en) * | 1996-03-26 | 2002-04-04 | Sicon S R O | CONNECTION OF CONCRETE ELEMENTS |
GB2328455A (en) * | 1996-08-21 | 1999-02-24 | Jubin Motamed | Concrete slab shear reinforcement |
DE10312181B4 (en) | 2003-03-19 | 2018-03-29 | spannverbund GmbH | Combination of a ceiling support with a steel mushroom and a reinforced concrete ceiling |
AU2003903359A0 (en) * | 2003-07-01 | 2003-07-17 | Onesteel Reinforcing Pty Ltd | A reinforcing component |
CH701682A1 (en) | 2009-08-21 | 2011-02-28 | Sybaco Ag | Studrails. |
CH702392A2 (en) * | 2009-12-03 | 2011-06-15 | Fischer Rista Ag | Reinforcement device. |
IT1398543B1 (en) * | 2010-03-05 | 2013-03-01 | Pigazzi Reti S R L | PUNCHING-CUTTING REINFORCEMENT ELEMENTS FOR REINFORCED CONCRETE PLATES. |
FR3114330B1 (en) * | 2020-09-21 | 2022-08-26 | Ecole Nat Des Ponts Et Chaussees | Reinforcement cage of a concrete beam |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT331469B (en) * | 1974-06-26 | 1976-08-25 | Hofstadter Dipl Ing Erich | REINFORCEMENT |
EP0143101B1 (en) * | 1983-08-26 | 1991-03-27 | BEST - Baueisen- und Stahl-Bearbeitungsgesellschaft m.b.H. | Reinforcement for reinforced concrete constructions |
-
1985
- 1985-12-11 AT AT85810587T patent/ATE65817T1/en not_active IP Right Cessation
- 1985-12-11 EP EP85810587A patent/EP0184995B1/en not_active Expired - Lifetime
- 1985-12-11 DE DE8585810587T patent/DE3583662D1/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
EP0184995A2 (en) | 1986-06-18 |
EP0184995A3 (en) | 1988-08-31 |
DE3583662D1 (en) | 1991-09-05 |
EP0184995B1 (en) | 1991-07-31 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
EELA | Cancelled due to lapse of time |