US3545158A - Reinforcing iron - Google Patents

Reinforcing iron Download PDF

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Publication number
US3545158A
US3545158A US723414A US3545158DA US3545158A US 3545158 A US3545158 A US 3545158A US 723414 A US723414 A US 723414A US 3545158D A US3545158D A US 3545158DA US 3545158 A US3545158 A US 3545158A
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US
United States
Prior art keywords
elements
reinforcing
spiral
rod
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 - Lifetime
Application number
US723414A
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English (en)
Inventor
Jacques Mizrahi
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.)
AUXILIAIRE APPAR ELECTRIC
D'APPAREILLAGE AUXILIAIRE POUR L'ELECTRICITE SOC
Original Assignee
AUXILIAIRE APPAR ELECTRIC
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 AUXILIAIRE APPAR ELECTRIC filed Critical AUXILIAIRE APPAR ELECTRIC
Application granted granted Critical
Publication of US3545158A publication Critical patent/US3545158A/en
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
    • E04C5/01Reinforcing 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

Definitions

  • This invention relates to reinforcing elements for concrete.
  • a main object of the invention is to provide a concrete reinforcing element whereby an eflicient anchorage in the concrete is obtained and which, moreover, enables the reinforcements to be easily assembled with excellent rigidity. It will be observed that the elements are assembled without welding, which makes it possible to use steel of high mechanical resistance obtained by thermal treatment, which resistance would be destroyed by welding.
  • reinforcing elements are generally made of iron or steel, it will be understood that the use of other metals, as well as plastic, glass and other materials, is within the scope of the invention.
  • reinforced concrete includes a reinforcing element of which at least a portion is twisted into a spiral.
  • FIG. 1 is a view showing the assembly of two reinforcing elements of the invention
  • FIG. 2 is a section along the line IIII of FIG. 1;
  • FIG. 3 is a section along the line III-III of FIG. 1;
  • FIG. 4 is a view showing the assembly of two elements of the invention forming a branch
  • FIG. 5 is a schematic view showing the formation of a pulling loop on a reinforcing element of the invention.
  • FIG. 6 is a schematic view showing the fixing of two intersecting elements by means of a third element of the invention.
  • the reinforcing element of the invention is a round rod 1 twisted into a spiral in such a manner that the axis of the spiral, the locus of which is represented in FIG. 2 at 0, remains Within the rod 1.
  • This type of spiral element moreover ensures a fastening in the concrete which is greatly superior to that obtained with known notched steel elements.
  • a pulling loop 4 (FIG. 5) can be formed by bending back on itself an element 1c and overlapping the spiral of the bent back portion with that of the remainder of the element.
  • the twisted spiral element of the invention enables composite structures and joins to be easily formed and these can, moreover, be reinforced by a coating of abrasive powder, by knurling the elements, or by producing friction by means of other spiral elements which preferably have a smaller thread than those of the assembled elements.
  • the invention is not limited to the embodiments described and shown, but covers all variants thereof.
  • the elements can have any form, such as semicircular, elliptical, square, etc.
  • Preformed reinforcing elements for reinforced concrete comprising an elongated rod preformed into a helix having a constant pitch, a constant helix angle with respect to the longitudinal center line, and a constant diameter for the convolutions making up the helix, said rod, in the relaxed state, having the locus of the axis of the helix within the reinforcing rod periphery, a second elon gated helical rod having helix characteristics identical to the first said rod, the respective helixes of the two rods being intertwined along portions of the two rods, thereby joining said two rods along said portions, each of said rods along said joined portions having its respective locus of the axis of the helix exterior of the rod periphery, the diameter of the convolutions being slightly increased and expanded along said joined portions so that the re siliency of the two helical rods cause the rods to grip one another, whereby the two preformed elements may be spliced to one another at any location

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Wire Processing (AREA)
US723414A 1967-05-05 1968-04-23 Reinforcing iron Expired - Lifetime US3545158A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR105442 1967-05-05

Publications (1)

Publication Number Publication Date
US3545158A true US3545158A (en) 1970-12-08

Family

ID=8630324

Family Applications (1)

Application Number Title Priority Date Filing Date
US723414A Expired - Lifetime US3545158A (en) 1967-05-05 1968-04-23 Reinforcing iron

Country Status (5)

Country Link
US (1) US3545158A (forum.php)
BE (1) BE714122A (forum.php)
CH (1) CH473288A (forum.php)
FR (1) FR1604528A (forum.php)
NL (1) NL6806022A (forum.php)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD333283S (en) 1990-09-25 1993-02-16 Fuller R Morris Sculpture
USD333282S (en) 1990-03-22 1993-02-16 Fuller R Morris Sculpture

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US741347A (en) * 1902-08-28 1903-10-13 Page Woven Wire Fence Company Wire splice and method of producing same.
US877734A (en) * 1906-07-16 1908-01-28 Richard G Reuther Reinforced concrete construction.
US881834A (en) * 1907-07-26 1908-03-10 Charles F Varney Reinforced bar for concrete.
US1551863A (en) * 1919-01-25 1925-09-01 Leslie G Berry Concrete reenforcing bar
US1692505A (en) * 1925-11-18 1928-11-20 Hoffmann Ernst Reenforcement bar for concrete steel and method of manufacturing the same
US1890023A (en) * 1928-12-10 1932-12-06 Sr Carl Schroder Process for covering plaster carrying wire netting
US2376761A (en) * 1942-02-24 1945-05-22 Bethlehem Steel Corp Reinforcing bar
US2611945A (en) * 1949-09-15 1952-09-30 Siporex Int Ab Method of rustproofing iron and steel reinforcing elements for steam cured concrete
US2947504A (en) * 1955-02-03 1960-08-02 Preformed Line Products Co Cable suspension and anchoring means and method
US3023037A (en) * 1959-01-15 1962-02-27 Hoover Ball & Bearing Co Wire coupling connection
US3274846A (en) * 1963-06-07 1966-09-27 Vdo Schindling Flexible cable
US3283492A (en) * 1965-02-12 1966-11-08 Fanner Mfg Co Dead end

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US741347A (en) * 1902-08-28 1903-10-13 Page Woven Wire Fence Company Wire splice and method of producing same.
US877734A (en) * 1906-07-16 1908-01-28 Richard G Reuther Reinforced concrete construction.
US881834A (en) * 1907-07-26 1908-03-10 Charles F Varney Reinforced bar for concrete.
US1551863A (en) * 1919-01-25 1925-09-01 Leslie G Berry Concrete reenforcing bar
US1692505A (en) * 1925-11-18 1928-11-20 Hoffmann Ernst Reenforcement bar for concrete steel and method of manufacturing the same
US1890023A (en) * 1928-12-10 1932-12-06 Sr Carl Schroder Process for covering plaster carrying wire netting
US2376761A (en) * 1942-02-24 1945-05-22 Bethlehem Steel Corp Reinforcing bar
US2611945A (en) * 1949-09-15 1952-09-30 Siporex Int Ab Method of rustproofing iron and steel reinforcing elements for steam cured concrete
US2947504A (en) * 1955-02-03 1960-08-02 Preformed Line Products Co Cable suspension and anchoring means and method
US3023037A (en) * 1959-01-15 1962-02-27 Hoover Ball & Bearing Co Wire coupling connection
US3274846A (en) * 1963-06-07 1966-09-27 Vdo Schindling Flexible cable
US3283492A (en) * 1965-02-12 1966-11-08 Fanner Mfg Co Dead end

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD333282S (en) 1990-03-22 1993-02-16 Fuller R Morris Sculpture
USD333283S (en) 1990-09-25 1993-02-16 Fuller R Morris Sculpture

Also Published As

Publication number Publication date
NL6806022A (forum.php) 1968-11-06
BE714122A (forum.php) 1968-09-16
FR1604528A (forum.php) 1971-11-29
CH473288A (fr) 1969-05-31

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