EP1760218A2 - Bügel zur Herstellung von Bewehrungskäfigen für Stahlbetonträger - Google Patents

Bügel zur Herstellung von Bewehrungskäfigen für Stahlbetonträger Download PDF

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Publication number
EP1760218A2
EP1760218A2 EP06380232A EP06380232A EP1760218A2 EP 1760218 A2 EP1760218 A2 EP 1760218A2 EP 06380232 A EP06380232 A EP 06380232A EP 06380232 A EP06380232 A EP 06380232A EP 1760218 A2 EP1760218 A2 EP 1760218A2
Authority
EP
European Patent Office
Prior art keywords
stirrups
round bars
reinforcements
reinforced concrete
construction
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Withdrawn
Application number
EP06380232A
Other languages
English (en)
French (fr)
Other versions
EP1760218A3 (de
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.)
Megaray SL
Original Assignee
Megaray SL
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Megaray SL filed Critical Megaray SL
Publication of EP1760218A2 publication Critical patent/EP1760218A2/de
Publication of EP1760218A3 publication Critical patent/EP1760218A3/de
Withdrawn legal-status Critical Current

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Classifications

    • 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

Definitions

  • This descriptive fact sheet refers to an application corresponding to stirrups for the construction of rebar reinforcements for reinforced concrete beams which enables the negative round bars to be placed on the top horizontal bar of the stirrup.
  • This invention is to be applied in the construction industry, specifically in the manufacture of rebar reinforcements for reinforced concrete beams.
  • the habitual elements that make up the reinforcement for reinforced concrete beams are: the top longitudinal round bars nos. 1 and 2; the bottom longitudinal round bars nos. 3 and 4, the stirrups no. 5; the bottom reinforcement round bars nos. 6 and 7 and the round bars for absorbing the negative moments nos. 8 and 9, as illustrated in figure 1.
  • the drawing presented here is of a generic and non-exhaustive nature. When the reinforcements constructed according to this model are placed in situ, to position the negative round bars at the point determined by the calculation these must be shifted until placing them on the bottom part of the top horizontal transversal branch of the stirrups.
  • This invention proposes constructing the stirrups in a way that the top horizontal bar is shaped with high and low sections so that the top longitudinal round bars are placed on the high sections and the top of the negative round bars are supported on the low sections.
  • the vertical branches of the stirrups are anchored on the top longitudinal round bars above the round bars that cover the negative moments, meeting the conditions imposed by the shear and tangential stress calculation.
  • the negative moments bars can be placed above the horizontal part of the transversal reinforcement as illustrated in figure 2. This system reduces the cost of manufacturing the reinforcements.
  • This fact sheet refers to an invention patent application for the construction of rebar reinforcements for reinforced concrete beams using a type of stirrup that enables the negative round bars to be placed supported on the top part of the horizontal bar of the transversal reinforcement, whilst complying with the rules of the calculation for reinforced concrete as regards shear and tangential stress, thereby facilitating the placement in situ of the round bars for absorbing the negative moments as well as the construction in factory of the corresponding reinforcements.
  • the formwork of the beams is put in place and the reinforcements of the beams are supported on it. Subsequently, the round bars of the negative moments are supported on the top part of the reinforcements instead of initially having to introduce them into a reinforcement, run them inside the reinforcement until the end of the negative round bars and then shift them through the inside of the other reinforcement as far as the position determined by the calculation, finishing off with the task of tying or welding them one by one under the top horizontal bar of the stirrups.
EP06380232A 2005-08-29 2006-08-23 Bügel zur Herstellung von Bewehrungskäfigen für Stahlbetonträger Withdrawn EP1760218A3 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES200502118A ES2307357B1 (es) 2005-08-29 2005-08-29 Estribos para la construccion de armaduras de ferralla para vigas de hormigon armado.

Publications (2)

Publication Number Publication Date
EP1760218A2 true EP1760218A2 (de) 2007-03-07
EP1760218A3 EP1760218A3 (de) 2009-01-07

Family

ID=37420915

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06380232A Withdrawn EP1760218A3 (de) 2005-08-29 2006-08-23 Bügel zur Herstellung von Bewehrungskäfigen für Stahlbetonträger

Country Status (2)

Country Link
EP (1) EP1760218A3 (de)
ES (1) ES2307357B1 (de)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101839042A (zh) * 2010-05-27 2010-09-22 大连阿尔滨集团有限公司 一种负弯矩筋用的新型马凳筋
CN101956461A (zh) * 2010-10-15 2011-01-26 河海大学 一种钢筋混凝土深梁的配筋方法及其配筋装置
CN117365014A (zh) * 2023-09-11 2024-01-09 上海宝冶集团有限公司 预制叠合梁上部纵筋与封闭箍筋的连接方法
CN117365015A (zh) * 2023-09-11 2024-01-09 上海宝冶集团有限公司 预制叠合梁上部后置纵筋与下挠箍筋的连接结构

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB595378A (en) * 1945-05-07 1947-12-03 Donovan Henry Lee Improvements in reinforced concrete beams and columns
GB1344294A (en) * 1970-05-12 1974-01-16 Oroschakoff G Reinforcement for reinforced concrete structures

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1499984A (en) * 1923-01-29 1924-07-01 Stephen L Heidrich Support
GB445937A (en) * 1934-10-18 1936-04-20 Joseph Leslie Musgrave Improvements relating to reinforced concrete floors, roofs and like structures
BE766864R (fr) * 1970-05-12 1971-10-01 Oroschakoff Georgi Armatures pour constructions et beton

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB595378A (en) * 1945-05-07 1947-12-03 Donovan Henry Lee Improvements in reinforced concrete beams and columns
GB1344294A (en) * 1970-05-12 1974-01-16 Oroschakoff G Reinforcement for reinforced concrete structures

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101839042A (zh) * 2010-05-27 2010-09-22 大连阿尔滨集团有限公司 一种负弯矩筋用的新型马凳筋
CN101839042B (zh) * 2010-05-27 2012-07-25 大连阿尔滨集团有限公司 一种负弯矩筋用的新型马凳筋
CN101956461A (zh) * 2010-10-15 2011-01-26 河海大学 一种钢筋混凝土深梁的配筋方法及其配筋装置
CN101956461B (zh) * 2010-10-15 2011-10-05 河海大学 一种钢筋混凝土深梁的配筋方法及其配筋装置
CN117365014A (zh) * 2023-09-11 2024-01-09 上海宝冶集团有限公司 预制叠合梁上部纵筋与封闭箍筋的连接方法
CN117365015A (zh) * 2023-09-11 2024-01-09 上海宝冶集团有限公司 预制叠合梁上部后置纵筋与下挠箍筋的连接结构

Also Published As

Publication number Publication date
EP1760218A3 (de) 2009-01-07
ES2307357A1 (es) 2008-11-16
ES2307357B1 (es) 2009-10-08

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