EP1469135A1 - Etrier d'armature en forme de spirale cassée et méthode de renforcement de béton relative - Google Patents

Etrier d'armature en forme de spirale cassée et méthode de renforcement de béton relative Download PDF

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Publication number
EP1469135A1
EP1469135A1 EP04425256A EP04425256A EP1469135A1 EP 1469135 A1 EP1469135 A1 EP 1469135A1 EP 04425256 A EP04425256 A EP 04425256A EP 04425256 A EP04425256 A EP 04425256A EP 1469135 A1 EP1469135 A1 EP 1469135A1
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EP
European Patent Office
Prior art keywords
stirrup
reinforcement
structures
tracts
oblique
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
EP04425256A
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German (de)
English (en)
Other versions
EP1469135B1 (fr
Inventor
Anton Massimo Galluccio
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Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to PL04425256T priority Critical patent/PL1469135T3/pl
Publication of EP1469135A1 publication Critical patent/EP1469135A1/fr
Priority to US11/175,321 priority patent/US20050257482A1/en
Application granted granted Critical
Publication of EP1469135B1 publication Critical patent/EP1469135B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • 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
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21F—WORKING OR PROCESSING OF METAL WIRE
    • B21F27/00—Making wire network, i.e. wire nets
    • B21F27/12—Making special types or portions of network by methods or means specially adapted therefor
    • B21F27/121—Making special types or portions of network by methods or means specially adapted therefor of tubular form, e.g. as reinforcements for pipes or pillars
    • B21F27/122—Making special types or portions of network by methods or means specially adapted therefor of tubular form, e.g. as reinforcements for pipes or pillars by attaching a continuous stirrup to longitudinal wires
    • 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
    • E04C5/0618—Closed cages with spiral- or coil-shaped stirrup rod

Definitions

  • the invention relates to the broken-spiral stirrup and to the method with which the reinforcement of concrete structures is implemented and, in particular, the reinforcement of columns and beams.
  • the reinforcement of concrete columns and beams is implemented by a plurality of longitudinal members - arranged on the sides of a rectangle and among which the ones at the corner are called stirrup supports - and by a plurality of stirrups, implementing the cross reinforcement, each one constituted by a steel bar bent according to a closed line, with the ends bent like a hook at the same angle of the implemented rectangular figure.
  • stirrups are distributed along the length of the longitudinal members and they are fastened thereto with bindings, implemented with steel annealed wire, so that during the concrete casting they do not translate onto the longitudinal members themselves.
  • 5-meter-long beam or column may require, for example, from 30 to 40 stirrups, therefore more than 120 bindings.
  • stirrups require the use of a bending-shearing machine, usually they are implemented in the workshop and then transported in bundles to the site wherein the building with concrete columns and beams to be reinforced is under construction.
  • a spiral reinforcement structure which is constituted by a wire, or metal bar, bent to form a number of consecutive windings with a distance "D" one from the other, each one with three sides substantially perpendicular to the longitudinal direction of the structure and lying on the same plane.
  • the fourth side originating the pitch, is arranged in oblique direction and it constitutes a limited tract of the spiral. It is always placed on the same side of the spiral reinforcement structure (as exemplified in figure 3).
  • the method then comprises the compaction of the stirrup structure 1 until the state wherein said winding configurations are mutually adjacent, that is in mutually in contact or however very near positions.
  • the method for assembling the stirrup structure 1 to the reinforcement longitudinal members 6, with the purpose of implementing the reinforcement structure 8, usually provides the use of a plurality of stirrup structures 1, so that, independently from the length of the reinforced concrete structure to be implemented, each one results easy to handle, with a weight not higher than 20-30 kg.
  • the subject invention thus, provides that the reinforcement structures 8 be implemented in the site, the stirrup structures 1 be implemented in the workshop and be handled in the compacted state and, in the site, said stirrup structures 1 in the compacted state be positioned onto the assembly plane or in the form, that the anchoring means 7 be removed and each of said stirrup structures 1 be thus released in axial direction in order to assume the extended state, with the pitch equal to the one provided in the design. Once reached the extended state, said stirrup structures are stabilized in such state to the reinforcement longitudinal members 6.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Working Measures On Existing Buildindgs (AREA)
EP04425256A 2003-04-14 2004-04-07 Etrier d'armature en forme de spirale cassée et méthode de renforcement de béton relative Expired - Lifetime EP1469135B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL04425256T PL1469135T3 (pl) 2003-04-14 2004-04-07 Strzemię w kształcie łamanej spirali i sposób wykonania zbrojenia konstrukcji betonowych
US11/175,321 US20050257482A1 (en) 2003-04-14 2005-07-07 Broken-spiral stirrup and method for implementing the reinforcement of concrete structures

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT2003AR000018A ITAR20030018A1 (it) 2003-04-14 2003-04-14 Staffatura ad elica spezzata e metodo per la realizzazione della armatura di strutture in calcestruzzo
ITAR20030018 2003-04-14

Publications (2)

Publication Number Publication Date
EP1469135A1 true EP1469135A1 (fr) 2004-10-20
EP1469135B1 EP1469135B1 (fr) 2010-06-02

Family

ID=29266831

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04425256A Expired - Lifetime EP1469135B1 (fr) 2003-04-14 2004-04-07 Etrier d'armature en forme de spirale cassée et méthode de renforcement de béton relative

Country Status (7)

Country Link
EP (1) EP1469135B1 (fr)
AT (1) ATE470029T1 (fr)
DE (1) DE602004027438D1 (fr)
DK (1) DK1469135T3 (fr)
ES (1) ES2347048T3 (fr)
IT (1) ITAR20030018A1 (fr)
PL (1) PL1469135T3 (fr)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005030409A1 (de) * 2005-06-30 2007-01-04 Technische Universität München Wendelförmiges Bewährungselement
WO2007019598A1 (fr) * 2005-08-19 2007-02-22 University Of Wollongong Element de charpente en beton arme
ES2299299A1 (es) * 2005-07-28 2008-05-16 Ferroberica, S.L. Sistema de construccion de cajones de hormigon para obras de abrigo y atraque destinadas a puertos similares.
ITBO20100191A1 (it) * 2010-03-25 2011-09-26 Schnell Spa Metodo per l'armatura di strutture edilizie
WO2011099742A3 (fr) * 2010-02-10 2011-12-29 주식회사 옥타곤엔지니어링 Armature d'effort tranchant spiralée et agencement de barres pour brames d'acier mettant en oeuvre cette armature
RU2452828C1 (ru) * 2010-12-30 2012-06-10 Лема Хамидович Базаев Арматурный элемент
US8713887B2 (en) * 2007-01-22 2014-05-06 Ideas Without Borders Inc. System for reinforcing a building structural component
JP2016108846A (ja) * 2014-12-08 2016-06-20 鹿島建設株式会社 配筋作業支援システム、配筋作業支援方法及び配筋作業支援プログラム
CN114932180A (zh) * 2022-03-29 2022-08-23 中国五冶集团有限公司 一种定位灌注桩钢筋笼螺旋箍筋间距的辅助工具
US20230243120A1 (en) * 2018-07-25 2023-08-03 Terracon Consultants, Inc. Concrete pier foundation with lateral shear reinforcing loops and methods of constructing the same
GB2630077A (en) * 2023-05-16 2024-11-20 Stanley Wire Ltd Concrete reinforcement

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2530074C1 (ru) * 2013-03-27 2014-10-10 Открытое акционерное общество "Научно-исследовательский центр "Строительство", ОАО "НИЦ "Строительство" Арматурный каркас и способ его изготовления
TWI711749B (zh) * 2019-08-05 2020-12-01 戴雲發 建築物鋼筋立體結構及其製作方法

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1455335A (en) * 1973-02-28 1976-11-10 Goeborgs Betongpalar A Apparatus for assembling reinforcement bodies for concrete piles
FR2342108A1 (fr) * 1976-02-26 1977-09-23 Seidner Maschf E Dispositif pour realiser des armatures spiralees de fils metalliques formees de spires angulaires
GB1564816A (en) * 1976-12-07 1980-04-16 Neturen Co Ltd Reinforced concrete
EP0152397A2 (fr) 1984-01-24 1985-08-21 Rakennusvalmiste Oy Armature en hélice pour éléments en béton préfabriqués et procédé pour la fabrication de cette armature
US6293071B1 (en) * 1997-01-03 2001-09-25 Apostolos Konstantinidis Antiseismic spiral stirrups for reinforcement of load bearing structural elements

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1455335A (en) * 1973-02-28 1976-11-10 Goeborgs Betongpalar A Apparatus for assembling reinforcement bodies for concrete piles
FR2342108A1 (fr) * 1976-02-26 1977-09-23 Seidner Maschf E Dispositif pour realiser des armatures spiralees de fils metalliques formees de spires angulaires
GB1564816A (en) * 1976-12-07 1980-04-16 Neturen Co Ltd Reinforced concrete
EP0152397A2 (fr) 1984-01-24 1985-08-21 Rakennusvalmiste Oy Armature en hélice pour éléments en béton préfabriqués et procédé pour la fabrication de cette armature
US6293071B1 (en) * 1997-01-03 2001-09-25 Apostolos Konstantinidis Antiseismic spiral stirrups for reinforcement of load bearing structural elements

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005030409A1 (de) * 2005-06-30 2007-01-04 Technische Universität München Wendelförmiges Bewährungselement
DE102005030409B4 (de) * 2005-06-30 2009-12-31 Technische Universität München Wendelförmiges Bewehrungselement
ES2299299A1 (es) * 2005-07-28 2008-05-16 Ferroberica, S.L. Sistema de construccion de cajones de hormigon para obras de abrigo y atraque destinadas a puertos similares.
ES2299299B1 (es) * 2005-07-28 2009-02-01 Ferroberica, S.L. Sistema de construccion de cajones de hormigon para obras de abrigo y atraque destinadas a puertos y similares.
WO2007019598A1 (fr) * 2005-08-19 2007-02-22 University Of Wollongong Element de charpente en beton arme
US8713887B2 (en) * 2007-01-22 2014-05-06 Ideas Without Borders Inc. System for reinforcing a building structural component
WO2011099742A3 (fr) * 2010-02-10 2011-12-29 주식회사 옥타곤엔지니어링 Armature d'effort tranchant spiralée et agencement de barres pour brames d'acier mettant en oeuvre cette armature
ITBO20100191A1 (it) * 2010-03-25 2011-09-26 Schnell Spa Metodo per l'armatura di strutture edilizie
RU2452828C1 (ru) * 2010-12-30 2012-06-10 Лема Хамидович Базаев Арматурный элемент
JP2016108846A (ja) * 2014-12-08 2016-06-20 鹿島建設株式会社 配筋作業支援システム、配筋作業支援方法及び配筋作業支援プログラム
US20230243120A1 (en) * 2018-07-25 2023-08-03 Terracon Consultants, Inc. Concrete pier foundation with lateral shear reinforcing loops and methods of constructing the same
CN114932180A (zh) * 2022-03-29 2022-08-23 中国五冶集团有限公司 一种定位灌注桩钢筋笼螺旋箍筋间距的辅助工具
GB2630077A (en) * 2023-05-16 2024-11-20 Stanley Wire Ltd Concrete reinforcement
GB2630077B (en) * 2023-05-16 2025-07-16 Stanley Wire Ltd Concrete reinforcement

Also Published As

Publication number Publication date
ATE470029T1 (de) 2010-06-15
DK1469135T3 (da) 2010-10-04
EP1469135B1 (fr) 2010-06-02
PL1469135T3 (pl) 2010-10-29
ITAR20030018A1 (it) 2003-07-14
ES2347048T3 (es) 2010-10-25
DE602004027438D1 (de) 2010-07-15

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