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GB1320055A - Reinforcing rods for concrete - Google Patents

Reinforcing rods for concrete

Info

Publication number
GB1320055A
GB1320055A GB1265871*[A GB1265871A GB1320055A GB 1320055 A GB1320055 A GB 1320055A GB 1265871 A GB1265871 A GB 1265871A GB 1320055 A GB1320055 A GB 1320055A
Authority
GB
United Kingdom
Prior art keywords
ribs
rod
reinforced concrete
concrete
nucleus
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.)
Expired
Application number
GB1265871*[A
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.)
Iribas Suarez De Otero J A
Original Assignee
Iribas Suarez De Otero J A
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 Iribas Suarez De Otero J A filed Critical Iribas Suarez De Otero J A
Publication of GB1320055A publication Critical patent/GB1320055A/en
Expired legal-status Critical Current

Links

Classifications

    • 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
    • E04C5/02Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • E04C5/03Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

1320055 Rods for reinforced concrete J A IRIBAS SUAREZ DE OTERO 3 May 1971 [20 Feb 1971] 12658/71 Heading E1K A rod for reinforced concrete has a substantially circular cylindrical nucleus 1 on which are formed four longitudinal ribs 2, arranged at 90‹ intervals, and two diametrically opposed sets of transverse ribs 3, each set crossing one of two diametrically opposite ribs 2, the ribs 3 being of reducing crosssection in directions away from the associated ribs 2 and terminating flush with the surface of the nucleus just before reaching the position of the other two longitudinal ribs. The transverse ribs 3 are preferably inclined to the axis of the rod at between 34‹ and 53‹ and the ribs of the two sets are staggered. The rod may be twisted to produce a helical formation of ribs 2.
GB1265871*[A 1971-02-20 1971-05-03 Reinforcing rods for concrete Expired GB1320055A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES388487A ES388487A1 (en) 1971-02-20 1971-02-20 Reinforcing rods for concrete

Publications (1)

Publication Number Publication Date
GB1320055A true GB1320055A (en) 1973-06-13

Family

ID=8457857

Family Applications (1)

Application Number Title Priority Date Filing Date
GB1265871*[A Expired GB1320055A (en) 1971-02-20 1971-05-03 Reinforcing rods for concrete

Country Status (3)

Country Link
ES (1) ES388487A1 (en)
FR (1) FR2125243A1 (en)
GB (1) GB1320055A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2612962B1 (en) * 1987-03-23 1991-01-18 Paris Acieries Laminoirs PROCESS FOR THE IDENTIFICATION AND UNDECORING OF STEEL ELEMENTS USED IN PARTICULAR IN REINFORCED CONCRETE COVERINGS OF ROADS AND ELEMENTS MADE IN ACCORDANCE WITH SAID PROCESS
ES2238930B1 (en) * 2004-02-20 2007-05-16 Compañia Española De Laminacion, S.L. BAR FOR CONCRETE CONCRETE.
CL2010000889A1 (en) * 2010-08-20 2011-03-11 Pablo Covarrubias Torres Jaun Steel bar with projections, to form concrete reinforcements, so that the concrete remains in the elastic zone of compression resistance, with a tension less than 50% of the breaking stress and where the bar has a diameter d, projections arranged at a distance l from each other and from a height h, with an area less than a quarter of the perimeter per l

Also Published As

Publication number Publication date
ES388487A1 (en) 1972-04-01
FR2125243A1 (en) 1972-09-29

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Legal Events

Date Code Title Description
PS Patent sealed
PCNP Patent ceased through non-payment of renewal fee