GB960685A - Improvements in or relating to reinforced concrete - Google Patents

Improvements in or relating to reinforced concrete

Info

Publication number
GB960685A
GB960685A GB280860A GB280860A GB960685A GB 960685 A GB960685 A GB 960685A GB 280860 A GB280860 A GB 280860A GB 280860 A GB280860 A GB 280860A GB 960685 A GB960685 A GB 960685A
Authority
GB
United Kingdom
Prior art keywords
circumference
reinforced concrete
rods
coupling
concrete
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
GB280860A
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.)
ALFRED HENRY BUCKLEY
DIVIDAG STRESSED CONCRETE Ltd
Original Assignee
ALFRED HENRY BUCKLEY
DIVIDAG STRESSED CONCRETE Ltd
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 ALFRED HENRY BUCKLEY, DIVIDAG STRESSED CONCRETE Ltd filed Critical ALFRED HENRY BUCKLEY
Priority to GB280860A priority Critical patent/GB960685A/en
Publication of GB960685A publication Critical patent/GB960685A/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
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162Connectors or means for connecting parts for reinforcements
    • E04C5/163Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
    • E04C5/165Coaxial connection by means of sleeves
    • 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)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

960,685. Reinforced concrete. DIVIDAG STRESSED CONCRETE Ltd., and A. H. BUCKLEY. Jan. 26, 1961 [Jan. 26, 1960], No. 2808/60. Heading E1V. Reinforced concrete includes at least two reinforcing rods 12, 13 Fig. 1 each provided along at least part of its length with projecting conformations 14 extending in a helical pattern around part of its circumference to form an interrupted screw thread, and at least one coupling member 17 in screw-threaded engagement with the rods and coupling them together end-to-end, the coupling being embedded in the concrete together with at least part of the lengths of the rods, the coupling member including means, such as a cross pin 22 for limiting the amount of engagement between each reinforcing rod and the member. The conformations 14 may extend around at least one-quarter of the circumference of the rod and preferably around one-half of the circumference, and may have greater radial height at their ends 15, Fig. 3 than intermediate their ends at 16.
GB280860A 1960-01-26 1960-01-26 Improvements in or relating to reinforced concrete Expired GB960685A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB280860A GB960685A (en) 1960-01-26 1960-01-26 Improvements in or relating to reinforced concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB280860A GB960685A (en) 1960-01-26 1960-01-26 Improvements in or relating to reinforced concrete

Publications (1)

Publication Number Publication Date
GB960685A true GB960685A (en) 1964-06-17

Family

ID=9746306

Family Applications (1)

Application Number Title Priority Date Filing Date
GB280860A Expired GB960685A (en) 1960-01-26 1960-01-26 Improvements in or relating to reinforced concrete

Country Status (1)

Country Link
GB (1) GB960685A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3415552A (en) * 1966-11-29 1968-12-10 Howlett Machine Works Splicing metallic reinforcing rods with a threaded coupling sleeve
GB2163194A (en) * 1984-08-03 1986-02-19 Square Grip Ltd Concrete reinforcement bars
EP0326157A2 (en) * 1988-01-29 1989-08-02 Heribert Hiendl Concrete reinforcing steel bar able to be bent back
US5038545A (en) * 1988-05-09 1991-08-13 Heribert Hiendl Reinforcing steel rod with improved reverse bendability
US5411347A (en) * 1992-01-24 1995-05-02 Erico International Corporation High dynamic strength reinforcing bar splice and method of making

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3415552A (en) * 1966-11-29 1968-12-10 Howlett Machine Works Splicing metallic reinforcing rods with a threaded coupling sleeve
GB2163194A (en) * 1984-08-03 1986-02-19 Square Grip Ltd Concrete reinforcement bars
EP0326157A2 (en) * 1988-01-29 1989-08-02 Heribert Hiendl Concrete reinforcing steel bar able to be bent back
EP0326157A3 (en) * 1988-01-29 1989-09-20 Heribert Hiendl Concrete reinforcing steel bar able to be bent back
US5038545A (en) * 1988-05-09 1991-08-13 Heribert Hiendl Reinforcing steel rod with improved reverse bendability
US5411347A (en) * 1992-01-24 1995-05-02 Erico International Corporation High dynamic strength reinforcing bar splice and method of making

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