ATE327394T1 - STEEL REINFORCEMENT FRAME FOR REINFORCED CONCRETE - Google Patents
STEEL REINFORCEMENT FRAME FOR REINFORCED CONCRETEInfo
- Publication number
- ATE327394T1 ATE327394T1 AT03380309T AT03380309T ATE327394T1 AT E327394 T1 ATE327394 T1 AT E327394T1 AT 03380309 T AT03380309 T AT 03380309T AT 03380309 T AT03380309 T AT 03380309T AT E327394 T1 ATE327394 T1 AT E327394T1
- Authority
- AT
- Austria
- Prior art keywords
- trapezoidal
- frame
- reinforced concrete
- steel reinforcement
- closed
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 title abstract 2
- 239000011150 reinforced concrete Substances 0.000 title abstract 2
- 230000002787 reinforcement Effects 0.000 title abstract 2
- 239000010959 steel Substances 0.000 title abstract 2
- 238000000926 separation method Methods 0.000 abstract 2
- 238000010276 construction Methods 0.000 abstract 1
- 238000005242 forging Methods 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)
- Conductive Materials (AREA)
- Inorganic Compounds Of Heavy Metals (AREA)
- Saccharide Compounds (AREA)
- Rod-Shaped Construction Members (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 |
---|---|
ATE327394T1 true ATE327394T1 (en) | 2006-06-15 |
Family
ID=32480031
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
AT03380309T ATE327394T1 (en) | 2003-01-13 | 2003-12-29 | STEEL REINFORCEMENT FRAME FOR REINFORCED CONCRETE |
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 AT AT03380309T patent/ATE327394T1/en not_active IP Right Cessation
- 2003-12-29 EP EP03380309A patent/EP1437452B1/en not_active Expired - Lifetime
- 2003-12-29 DE DE60305428T patent/DE60305428T2/en not_active Expired - Lifetime
- 2003-12-29 PT PT03380309T patent/PT1437452E/en unknown
Also Published As
Publication number | Publication date |
---|---|
EP1437452A2 (en) | 2004-07-14 |
PT1437452E (en) | 2006-09-29 |
ES2246619A1 (en) | 2006-02-16 |
EP1437452B1 (en) | 2006-05-24 |
EP1437452A3 (en) | 2004-08-18 |
ES2246619B1 (en) | 2007-01-01 |
DE60305428T2 (en) | 2007-05-10 |
DE60305428D1 (en) | 2006-06-29 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
ATE393271T1 (en) | INTEGRAL CONSTRUCTION SYSTEM | |
FR2880354B1 (en) | ELASTOMERIC COMPOSITION REINFORCED WITH A FUNCTIONALIZED POLYVINYLAROMATIC LOAD | |
ATE444544T1 (en) | PROVIDING TRAFFIC INFORMATION, INCLUDING A PREDICTION OF TRAVEL TIME TO CROSS A CONNECTION AND USE OF THEM | |
ATE432393T1 (en) | CONNECTING ELEMENT FOR CONNECTING PRECAST CONCRETE PARTS | |
ATE529584T1 (en) | REINFORCEMENT CAGE FOR REINFORCED CONCRETE ELEMENTS | |
DE60318277D1 (en) | Steel tube with a low yield strength / tensile strength ratio | |
DK2307631T3 (en) | Lightweight, load-bearing structures reinforced with segmental core elements | |
NO984664L (en) | Input gate with non-metallic reinforcing bar | |
ATE327394T1 (en) | STEEL REINFORCEMENT FRAME FOR REINFORCED CONCRETE | |
DK1694611T3 (en) | Metallic concrete fibers | |
KR101556310B1 (en) | Bridge construction method using end-vertival tendon | |
CN209539398U (en) | A kind of evacuation platform of Fast Installation | |
ATE356913T1 (en) | lattice girder | |
FR2836502B1 (en) | METHOD OF STRENGTHENING A STRUCTURE BY A COMPOSITE MATERIAL AND REINFORCING OBTAINED THEREBY | |
EP1770228A3 (en) | Rebar reinforcement for reinforced concrete beams | |
RU2007103933A (en) | WINDOW FRAME OR WINDOW | |
MA28165A1 (en) | METHOD FOR PRODUCING A CONCRETE PIECE AND REINFORCING CAGE FOR A PART PRODUCED THEREBY | |
RU140540U1 (en) | COLUMN STRENGTH CONSTRUCTION | |
Wang et al. | Experimental research on seismic performances of joint reinforced with inner ring stiffener of concrete-filled steel square tubular frame. | |
Han et al. | A Study of Net Type External Prestress Strengthening Method for Slab Bridges | |
DK1348647T3 (en) | Device for grouping and moving metallic profiled elements, in particular steel bars | |
AR042181A1 (en) | PREFABRICATED PANEL WITH EXPANDED POLYSTYRENE | |
ES1052026U (en) | Reinforced concrete partition. (Machine-translation by Google Translate, not legally binding) | |
TW200632194A (en) | Method of top casting for steel reinforced concrete tructure | |
ES1047617U (en) | Recoverable shuttering improved method for manufacturing niches. (Machine-translation by Google Translate, not legally binding) |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
UEP | Publication of translation of european patent specification |
Ref document number: 1437452 Country of ref document: EP |
|
REN | Ceased due to non-payment of the annual fee |