PL1703036T3 - Construction element for shear and punching reinforcement - Google Patents
Construction element for shear and punching reinforcementInfo
- Publication number
- PL1703036T3 PL1703036T3 PL05026802T PL05026802T PL1703036T3 PL 1703036 T3 PL1703036 T3 PL 1703036T3 PL 05026802 T PL05026802 T PL 05026802T PL 05026802 T PL05026802 T PL 05026802T PL 1703036 T3 PL1703036 T3 PL 1703036T3
- Authority
- PL
- Poland
- Prior art keywords
- reinforcement
- cap bolts
- connector
- shear
- fixed
- 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 [3D] extent, e.g. lattice girders
- E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Reinforced Plastic Materials (AREA)
- Joining Of Building Structures In Genera (AREA)
- Sewage (AREA)
- Bridges Or Land Bridges (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The reinforcement element (1) comprises several cap bolts (2) on a connector element (3) which comprises a profiled rail of concrete or plastics having a U or C shaped cross-section so that its profiled edges engage round the bolt heads. The profiled rail is preferably made of fibre-reinforced concrete in which the cap bolts can be fixed through adhesive or positive engagement. Independent claim describes method for assembling structural element where the connector element is first placed on the lower shuttering part with the groove facing upwards and then the lower bending reinforcement is positioned in the part to be reinforced and finally the cap bolts are pushed through the lower bending reinforcement and fixed in the groove of the connector.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102005008748A DE102005008748A1 (en) | 2005-02-25 | 2005-02-25 | Structural reinforcement element for force transfer at flat roofs and floors has several cap bolts fixed in concrete or plastics profiled rail forming the connector element |
| EP05026802A EP1703036B1 (en) | 2005-02-25 | 2005-12-08 | Construction element for shear and punching reinforcement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| PL1703036T3 true PL1703036T3 (en) | 2008-10-31 |
Family
ID=36250820
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PL05026802T PL1703036T3 (en) | 2005-02-25 | 2005-12-08 | Construction element for shear and punching reinforcement |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP1703036B1 (en) |
| AT (1) | ATE397130T1 (en) |
| DE (2) | DE102005008748A1 (en) |
| PL (1) | PL1703036T3 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101320559B1 (en) * | 2011-05-31 | 2013-10-28 | 재단법인 포항산업과학연구원 | Shear reinforcement structuree for junctional region of slab and column |
| CN105239672B (en) * | 2015-10-26 | 2017-10-20 | 华侨大学 | A kind of shearing resistance anti-pulling connector |
| DE102019123256A1 (en) * | 2019-08-30 | 2021-03-04 | Reinhold Elsässer | Reinforcement |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2112480A (en) * | 1935-09-03 | 1938-03-29 | Reynolds Corp | Joist |
| DE29521530U1 (en) * | 1995-05-11 | 1997-07-10 | Halfen GmbH & Co. KG, 40764 Langenfeld | Device for forming shear reinforcement for flat slabs |
| CA2165848C (en) * | 1995-12-21 | 1999-03-30 | Amin Ghali | Stud-trough reinforcing system for structural concrete |
| DE29903737U1 (en) * | 1999-03-02 | 1999-08-12 | Schöck Bauteile GmbH, 76534 Baden-Baden | Shear reinforcement component |
| DE20106428U1 (en) * | 2001-04-11 | 2001-07-19 | Deutsche Kahneisen Gesellschaft mbH, 12057 Berlin | Dowel bar for punching shear reinforcement |
| CH696204A5 (en) * | 2003-02-10 | 2007-02-15 | Ankaba Ag | Apparatus for shear reinforcement. |
-
2005
- 2005-02-25 DE DE102005008748A patent/DE102005008748A1/en not_active Withdrawn
- 2005-12-08 DE DE502005004265T patent/DE502005004265D1/en not_active Expired - Fee Related
- 2005-12-08 EP EP05026802A patent/EP1703036B1/en not_active Expired - Lifetime
- 2005-12-08 PL PL05026802T patent/PL1703036T3/en unknown
- 2005-12-08 AT AT05026802T patent/ATE397130T1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| DE502005004265D1 (en) | 2008-07-10 |
| DE102005008748A1 (en) | 2006-08-31 |
| EP1703036A1 (en) | 2006-09-20 |
| ATE397130T1 (en) | 2008-06-15 |
| EP1703036B1 (en) | 2008-05-28 |
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