PT1437452E - REFORCO STRUCTURE IN ACO FOR REINFORCED BETA - Google Patents
REFORCO STRUCTURE IN ACO FOR REINFORCED BETAInfo
- Publication number
- PT1437452E PT1437452E PT03380309T PT03380309T PT1437452E PT 1437452 E PT1437452 E PT 1437452E PT 03380309 T PT03380309 T PT 03380309T PT 03380309 T PT03380309 T PT 03380309T PT 1437452 E PT1437452 E PT 1437452E
- Authority
- PT
- Portugal
- Prior art keywords
- trapezoidal
- frame
- closed
- open
- longitudinal round
- Prior art date
Links
- 238000000926 separation method Methods 0.000 abstract 2
- 229910000831 Steel Inorganic materials 0.000 abstract 1
- 238000010276 construction Methods 0.000 abstract 1
- 238000005242 forging Methods 0.000 abstract 1
- 239000011150 reinforced concrete Substances 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 abstract 1
- 239000010959 steel Substances 0.000 abstract 1
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
- E04C5/18—Spacers of metal or substantially of metal
-
- 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
- E04C5/0622—Open cages, e.g. connecting stirrup baskets
-
- 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
-
- 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
- E04C5/065—Light-weight girders, e.g. with precast parts
-
- 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
- E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Reinforcement Elements For Buildings (AREA)
- Rod-Shaped Construction Members (AREA)
- Conductive Materials (AREA)
- Inorganic Compounds Of Heavy Metals (AREA)
- Saccharide Compounds (AREA)
Abstract
Steel reinforcement frame for the construction of unidirectional and bi-directional forgings for reinforced concrete, in which the frame is formed of an upper longitudinal round rod (1), a lower longitudinal round rod (2) and a transverse frame formed by U-shaped elements (3), (3'), (3''), which join the upper and lower longitudinal round rods. This frame is positioned inside two or more pieces which we call a supporting piece-separator. The shapes of these pieces are as follows: open trapezoidal (5), open trapezoidal but with the width at its lower base equal to the separation of the lightening elements (5'), open rhomboidal (6), closed trapezoidal (7), closed trapezoidal but with the width at its lower base equal to the separation of the lightening elements (7') and closed rhomboidal (8). <IMAGE>
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES200300069A ES2246619B1 (en) | 2003-01-13 | 2003-01-13 | FERRALLA ARMOR FOR THE CONSTRUCTION OF UNIDIRECTIONAL AND BIDIRECTIONAL FORGES OF ARMED CONCRETE. |
Publications (1)
Publication Number | Publication Date |
---|---|
PT1437452E true PT1437452E (en) | 2006-09-29 |
Family
ID=32480031
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PT03380309T PT1437452E (en) | 2003-01-13 | 2003-12-29 | REFORCO STRUCTURE IN ACO FOR REINFORCED BETA |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP1437452B1 (en) |
AT (1) | ATE327394T1 (en) |
DE (1) | DE60305428T2 (en) |
ES (1) | ES2246619B1 (en) |
PT (1) | PT1437452E (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2306550B1 (en) * | 2005-09-28 | 2009-09-17 | Megaray, S.L. | FERRALLA ARMOR FOR BEAMS OF REINFORCED CONCRETE. |
ES2278545B1 (en) * | 2006-12-29 | 2008-04-16 | Viguetas Cases, S.L. | Armor for joists made in site, has series of reinforcements or cross-pillars, where vertex provides horizontal stretch of two branches at angle equal to or greater than ninty degrees to horizontal |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1379625A (en) * | 1918-07-05 | 1921-05-31 | Rudolph B Hartman | Reinforced concrete construction |
FR966210A (en) * | 1948-05-13 | 1950-10-04 | Metal Deploye Le | Lightweight metal formwork for ribbed reinforced concrete floor |
BE700663A (en) * | 1967-06-29 | 1967-12-01 | ||
DE2329943A1 (en) * | 1973-06-13 | 1975-01-09 | Rheinbau Gmbh | Three-dimensional lattice girder - consists of one parallel upper bar and two lower bars with U-shaped brackets welded between them |
US3964226A (en) * | 1974-09-27 | 1976-06-22 | Hohmann & Barnard, Inc. | Adjustable wall-tie reinforcing system |
ES231307Y (en) * | 1977-10-11 | 1978-07-16 | METALLIC CELOSIA ARMOR FOR CONCRETE FLOORS OR SI-MILARS. | |
DE2805971C3 (en) * | 1978-02-13 | 1981-05-21 | geb. Schneider Dorothea 8229 Berchtoldimg Uth | Spacers for reinforced concrete construction |
JPS6294639A (en) * | 1985-10-18 | 1987-05-01 | エリ・ロン | Method for striking slab with reinforced concrete rib |
GB2235226B (en) * | 1989-08-21 | 1993-08-18 | Square Grip Ltd | Shearhead reinforcement |
US5317846A (en) * | 1991-03-28 | 1994-06-07 | United Dominion Industries, Inc. | Underfloor wire distributing reinforced concrete floor structure |
ES2174742B1 (en) * | 2000-12-22 | 2003-10-16 | Garay Olatz Isabel Merino | SEPARATOR-POSITIONER OF FERRALLA ARMORS FOR THE CONSTRUCTION OF UNIDIRECTIONAL AND BIDIRECTIONAL FORGINGS. |
-
2003
- 2003-01-13 ES ES200300069A patent/ES2246619B1/en not_active Expired - Fee Related
- 2003-12-29 PT PT03380309T patent/PT1437452E/en unknown
- 2003-12-29 DE DE60305428T patent/DE60305428T2/en not_active Expired - Lifetime
- 2003-12-29 EP EP03380309A patent/EP1437452B1/en not_active Expired - Lifetime
- 2003-12-29 AT AT03380309T patent/ATE327394T1/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
EP1437452B1 (en) | 2006-05-24 |
ATE327394T1 (en) | 2006-06-15 |
EP1437452A2 (en) | 2004-07-14 |
ES2246619B1 (en) | 2007-01-01 |
DE60305428T2 (en) | 2007-05-10 |
DE60305428D1 (en) | 2006-06-29 |
ES2246619A1 (en) | 2006-02-16 |
EP1437452A3 (en) | 2004-08-18 |
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