EP1437452A2 - Cadre d'armature en acier pour du béton armé - Google Patents

Cadre d'armature en acier pour du béton armé Download PDF

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Publication number
EP1437452A2
EP1437452A2 EP03380309A EP03380309A EP1437452A2 EP 1437452 A2 EP1437452 A2 EP 1437452A2 EP 03380309 A EP03380309 A EP 03380309A EP 03380309 A EP03380309 A EP 03380309A EP 1437452 A2 EP1437452 A2 EP 1437452A2
Authority
EP
European Patent Office
Prior art keywords
frame
reinforced concrete
longitudinal
unidirectional
forgings
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.)
Granted
Application number
EP03380309A
Other languages
German (de)
English (en)
Other versions
EP1437452B1 (fr
EP1437452A3 (fr
Inventor
Isabel Merino Garay Olatz
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP1437452A2 publication Critical patent/EP1437452A2/fr
Publication of EP1437452A3 publication Critical patent/EP1437452A3/fr
Application granted granted Critical
Publication of EP1437452B1 publication Critical patent/EP1437452B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/18Spacers of metal or substantially of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0604Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • E04C5/0622Open cages, e.g. connecting stirrup baskets
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/065Light-weight girders, e.g. with precast parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/168Spacers connecting parts for reinforcements and spacing the reinforcements from the form

Definitions

  • This descriptive account relates to an application for Patent for Invention, corresponding to a type of steel reinforcement frame for the construction of unidirectional and bi-directional forgings which is a notable improvement on existing ones.
  • This invention is for application in the construction industry and more specifically in the construction of unidirectional and bi-directional forgings.
  • Frames for the construction of unidirectional and bi-directional forgings for reinforced concrete are made for the most part manually, even on the worksite itself and are thus anti-economical and of a quality which cannot be guaranteed.
  • the frame described in this account solves all the problems mentioned above, as it is manufactured industrially with a very economical method and with guaranteed quality.
  • the frame consists of a 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.
  • the U-shaped transverse elements stand out from the lower longitudinal round rod (2), so that on the part which stands out we can weld or join by any other method one or more longitudinal reinforcing round rods (4) of variable length, with the lengths determined by the sizing rules for the reinforced concrete.
  • this frame When this frame is used for the construction of unidirectional and bi-directional forgings, it is positioned inside two or more pieces which we call a supporting piece-separator, generally made of steel, and whose role is to separate the longitudinal reinforcing round rods (4) from the casing and prevent them from moving during the concreting.
  • 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 the lower base equal to the separation of the lightening elements (7') and closed rhomboidal (8), as shown in figures (2), (3), (4), (5), (6) and (7).
  • the longitudinal frame is positioned inside each of these pieces as indicated in figures (8), (8'), (9), (10), (11) and (12), between the lightening elements (9) and (9').

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)
EP03380309A 2003-01-13 2003-12-29 Cadre d'armature en acier pour du béton armé Expired - Lifetime EP1437452B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ES200300069A ES2246619B1 (es) 2003-01-13 2003-01-13 Armadura de ferralla para la construccion de forjados unidireccionales y bidireccionales de hormigon armado.
ES200300069 2003-01-13

Publications (3)

Publication Number Publication Date
EP1437452A2 true EP1437452A2 (fr) 2004-07-14
EP1437452A3 EP1437452A3 (fr) 2004-08-18
EP1437452B1 EP1437452B1 (fr) 2006-05-24

Family

ID=32480031

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03380309A Expired - Lifetime EP1437452B1 (fr) 2003-01-13 2003-12-29 Cadre d'armature en acier pour du béton armé

Country Status (5)

Country Link
EP (1) EP1437452B1 (fr)
AT (1) ATE327394T1 (fr)
DE (1) DE60305428T2 (fr)
ES (1) ES2246619B1 (fr)
PT (1) PT1437452E (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1770228A2 (fr) * 2005-09-28 2007-04-04 Megaray, S.L. Renforcement de barres pour des poutres en béton renforcé

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2278545B1 (es) * 2006-12-29 2008-04-16 Viguetas Cases, S.L. Armadura para viguetas hechas in situ.

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1379625A (en) * 1918-07-05 1921-05-31 Rudolph B Hartman Reinforced concrete construction
FR966210A (fr) * 1948-05-13 1950-10-04 Metal Deploye Le Coffrage métallique léger pour plancher nervuré en béton armé
BE700663A (fr) * 1967-06-29 1967-12-01
DE2329943A1 (de) * 1973-06-13 1975-01-09 Rheinbau Gmbh Gittertraeger
US3964226A (en) * 1974-09-27 1976-06-22 Hohmann & Barnard, Inc. Adjustable wall-tie reinforcing system
DE2805971A1 (de) * 1978-02-13 1979-08-16 Geb Schneider Dorothea Uth Abstandhalter fuer den stahlbetonbau
FR2588899A1 (fr) * 1985-10-18 1987-04-24 Ron Eli Procede pour couler une dalle nervuree en beton arme
US5317846A (en) * 1991-03-28 1994-06-07 United Dominion Industries, Inc. Underfloor wire distributing reinforced concrete floor structure

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES231307Y (es) * 1977-10-11 1978-07-16 Armadura de celosia metalica para forjados de hormigon o si-milares.
ATE96489T1 (de) * 1989-08-21 1993-11-15 Square Grip Ltd Schubbewehrung fuer saeulenkopf.
ES2174742B1 (es) * 2000-12-22 2003-10-16 Garay Olatz Isabel Merino Separador-posicionador de armaduras de ferralla para la construccion de forjados unidireccionales y bidireccionales.

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1379625A (en) * 1918-07-05 1921-05-31 Rudolph B Hartman Reinforced concrete construction
FR966210A (fr) * 1948-05-13 1950-10-04 Metal Deploye Le Coffrage métallique léger pour plancher nervuré en béton armé
BE700663A (fr) * 1967-06-29 1967-12-01
DE2329943A1 (de) * 1973-06-13 1975-01-09 Rheinbau Gmbh Gittertraeger
US3964226A (en) * 1974-09-27 1976-06-22 Hohmann & Barnard, Inc. Adjustable wall-tie reinforcing system
DE2805971A1 (de) * 1978-02-13 1979-08-16 Geb Schneider Dorothea Uth Abstandhalter fuer den stahlbetonbau
FR2588899A1 (fr) * 1985-10-18 1987-04-24 Ron Eli Procede pour couler une dalle nervuree en beton arme
US5317846A (en) * 1991-03-28 1994-06-07 United Dominion Industries, Inc. Underfloor wire distributing reinforced concrete floor structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1770228A2 (fr) * 2005-09-28 2007-04-04 Megaray, S.L. Renforcement de barres pour des poutres en béton renforcé
EP1770228A3 (fr) * 2005-09-28 2009-01-21 Megaray, S.L. Renforcement de barres pour des poutres en béton renforcé

Also Published As

Publication number Publication date
DE60305428T2 (de) 2007-05-10
DE60305428D1 (de) 2006-06-29
ES2246619B1 (es) 2007-01-01
EP1437452B1 (fr) 2006-05-24
PT1437452E (pt) 2006-09-29
EP1437452A3 (fr) 2004-08-18
ES2246619A1 (es) 2006-02-16
ATE327394T1 (de) 2006-06-15

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