EP1028203A3 - Reinforcing system - Google Patents
Reinforcing system Download PDFInfo
- Publication number
- EP1028203A3 EP1028203A3 EP00101468A EP00101468A EP1028203A3 EP 1028203 A3 EP1028203 A3 EP 1028203A3 EP 00101468 A EP00101468 A EP 00101468A EP 00101468 A EP00101468 A EP 00101468A EP 1028203 A3 EP1028203 A3 EP 1028203A3
- Authority
- EP
- European Patent Office
- Prior art keywords
- reinforcement
- situ concrete
- plane
- plate
- bent
- 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- Withdrawn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
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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
- E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
-
- 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
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
- E04B5/06—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement with beams placed against one another optionally with pointing-mortar
-
- 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
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/867—Corner details
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Bei einer Verbundbewehrung zwischen mindestens zwei aneinanderstoßenden plattenförmigen Stahlbetonfertigteilen und Ortbeton, bei welcher vom Ortbeton umhüllte Bewehrungsstäbe an den Plattenrändern teilweise einander übergreifen und in den Ortbeton verlaufend gebogen sind, wobei die über den Plattenrand abstehenden Abschnitte der Bewehrungsstäbe unter einem flachen Winkel aus der Bewehrungsebene gebogen sind und den an den Plattenrand sich anschließenden, im wesentlichen flachen Oberflächenbereich des benachbarten Fertigteils übergreifen, lassen sich dadurch ohne nennenswerte nachträgliche Bewehrungsergänzung, Biegezugkräfte über Bauteilfugen übertragen bzw. im Fugenbereich eine zuverlässige Übertragung von Zwangszugspannungen gewährleisten, daß die überstehenden Abschnitte der Bewehrungsstäbe als Schlaufen ausgebildet sind und die Schlaufen in einer gemeinsamen Ebene liegen, die unter einem flachen Winkel zur Bewehrungsebene verläuft. In the case of a composite reinforcement between at least two adjoining plate-shaped reinforced concrete prefabricated parts and in-situ concrete, in which reinforcement bars encased by in-situ concrete partially overlap at the plate edges and are bent in the in-situ concrete, the sections of the reinforcement bars projecting over the plate edge being bent at a flat angle out of the reinforcement plane and the substantially flat surface area of the adjacent prefabricated part adjoining the edge of the slab can be transferred without significant subsequent reinforcement additions, bending tensile forces via component joints or a reliable transmission of forced tensile stresses in the joint area ensures that the protruding sections of the reinforcing bars are designed as loops and the loops lie in a common plane that runs at a flat angle to the reinforcement plane.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29902384U | 1999-02-11 | ||
DE29902384U DE29902384U1 (en) | 1999-02-11 | 1999-02-11 | Reinforcement device |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1028203A2 EP1028203A2 (en) | 2000-08-16 |
EP1028203A3 true EP1028203A3 (en) | 2001-05-02 |
Family
ID=8069218
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00101468A Withdrawn EP1028203A3 (en) | 1999-02-11 | 2000-01-26 | Reinforcing system |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP1028203A3 (en) |
DE (1) | DE29902384U1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT514300B1 (en) * | 2013-04-15 | 2015-10-15 | Kappema Fertigteilindustrie Gmbh | building |
AU2014221234B2 (en) * | 2013-12-11 | 2015-07-30 | Quickcell Technology Pty Ltd | Precast concrete beam |
CN113846830B (en) * | 2021-10-22 | 2022-11-11 | 湖南鑫政铝业科技有限公司 | Aluminum profile aluminum template convenient to disassemble and used for building |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2350866A1 (en) * | 1973-10-10 | 1975-04-30 | Rehm Gallus | Steel matting for concrete reinforcement - has bars at right angles to matting edge with ends looped and connection bars for first sections |
US4067758A (en) * | 1972-12-15 | 1978-01-10 | Charles Sommer | Method of forming constructional elements |
FR2474563A1 (en) * | 1980-01-25 | 1981-07-31 | Eizaguirre Lopetegui Pedro | Concrete beam and slab floor - has filler blocks between precast U=section planks including inverted upstand shear keys |
FR2638474A1 (en) * | 1988-11-03 | 1990-05-04 | Aznavorian Garabet | Prefabricated panels for the construction of buildings, construction method and buildings constructed using these panels |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB721937A (en) * | 1951-11-26 | 1955-01-12 | Continental Gummi Werke Ag | Improvements in or relating to conveying devices |
DE1739190U (en) * | 1956-09-26 | 1957-02-07 | Eduard Magar | REINFORCED CONCRETE MOLDED BLOCK FOR THE PRODUCTION OF A REINFORCED CONCRETE RIBBED CEILING. |
CH370555A (en) * | 1959-03-26 | 1963-07-15 | Schmitter Adolf | Process for the production of a ceiling made of reinforced concrete without formwork, prefabricated element for carrying out the process, and ceiling produced according to the process |
US3763613A (en) * | 1970-01-14 | 1973-10-09 | H Wise | Composite concrete construction of two-way slabs and flat slabs |
DE7029485U (en) * | 1970-08-05 | 1970-11-26 | Lohwasser Hermann | PREFABRICATED BUILDING PANEL FOR THE PRODUCTION OF BUILDING CEILINGS FROM ALL CONCRETE. |
-
1999
- 1999-02-11 DE DE29902384U patent/DE29902384U1/en not_active Expired - Lifetime
-
2000
- 2000-01-26 EP EP00101468A patent/EP1028203A3/en not_active Withdrawn
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4067758A (en) * | 1972-12-15 | 1978-01-10 | Charles Sommer | Method of forming constructional elements |
DE2350866A1 (en) * | 1973-10-10 | 1975-04-30 | Rehm Gallus | Steel matting for concrete reinforcement - has bars at right angles to matting edge with ends looped and connection bars for first sections |
FR2474563A1 (en) * | 1980-01-25 | 1981-07-31 | Eizaguirre Lopetegui Pedro | Concrete beam and slab floor - has filler blocks between precast U=section planks including inverted upstand shear keys |
FR2638474A1 (en) * | 1988-11-03 | 1990-05-04 | Aznavorian Garabet | Prefabricated panels for the construction of buildings, construction method and buildings constructed using these panels |
Also Published As
Publication number | Publication date |
---|---|
EP1028203A2 (en) | 2000-08-16 |
DE29902384U1 (en) | 2000-07-20 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
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AK | Designated contracting states |
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AX | Request for extension of the european patent |
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PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
RIC1 | Information provided on ipc code assigned before grant |
Free format text: 7E 04C 5/16 A, 7E 04B 5/06 B, 7E 04B 5/38 B, 7E 04B 2/86 B, 7E 04B 5/02 B |
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17P | Request for examination filed |
Effective date: 20010829 |
|
AKX | Designation fees paid |
Free format text: AT CH DE FR GB LI |
|
17Q | First examination report despatched |
Effective date: 20031008 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 20040219 |