US1950343A - Reenforcement for headers and stretchers - Google Patents

Reenforcement for headers and stretchers Download PDF

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Publication number
US1950343A
US1950343A US480261A US48026130A US1950343A US 1950343 A US1950343 A US 1950343A US 480261 A US480261 A US 480261A US 48026130 A US48026130 A US 48026130A US 1950343 A US1950343 A US 1950343A
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United States
Prior art keywords
shapes
stretchers
headers
reenforcement
cage
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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
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US480261A
Inventor
William E White
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KALMAN STEEL CO
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KALMAN STEEL CO
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Publication date
Application filed by KALMAN STEEL CO filed Critical KALMAN STEEL CO
Priority to US480261A priority Critical patent/US1950343A/en
Application granted granted Critical
Publication of US1950343A publication Critical patent/US1950343A/en
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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
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0604Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • E04C5/0609Closed cages composed of two or more coacting cage parts, e.g. transversally hinged or nested parts

Definitions

  • My invention relates to concrete reenforcement and particularly to novel means for supporting and spacing the reeniorcing required for special concrete structures.
  • An object or" my invention is to provide simple and easily constructed means adapted for the required use. It is necessary to provide a suitable structure with which the required reenforcing bars may be associated, such structure being in the form of a cage having a function corresponding to that of the familiar spiral. In certain uses the helically formed cage is satisfactory, but for uses such as those contemplated in the structure we disclose, the spiral cage is pra-ctically valueless; this for the reason that the square form of the ultimate reenforcing structure calls for very accurate bending of the members forming the cage, and the practical certainty that notwithstanding the greatest care, the reenforcing structure when completed will not be straight.
  • Fig. l is a side elevation oi a structure such as contemplated, the reeniorcing bars and ties being shown in dotted lines, and
  • Fig. 2 is an elevation of the same structure.
  • the cage as composed of a series of wire rod shapes A, and a longitudinal tie rod B, all preferably composed of approximately 8 gauge wire rod.
  • the shapes are composed of a length of rod substantially greater than the circumferential measurement of the shape, whereby the two ends 10 and 11 are overlapped for a substantial distance. While I have shown the shapes as of rectangular or square outline, it will be obvious that they may be constructed in different outlines if desired.
  • the separate, duplicate shapes A are joined in properly spaced relation by means of the longitudinal rod B, which is welded to the shapes at a point preferably between the angles.
  • the reenforcing rods C are located in the angles of the wire shapes and held in place by means of the light wire ties 12. These ties serve the additional purpose of uniting the overlapped ends of the wire composing the shapes.
  • a cage or support as described may be cheaply constructed, easily handled and readily adapts itself to the attachment of the reenforcing bars thereto.
  • a support and spacer of the class described comprising in combination a plurality of separate wire rod shapes each of which is composed of a length of wire rod bent into a circumferentially complete form with overlapped unconnected ends terminating at substantially diametrically opposite points, and a single longitudinally extending rod secured to the separate shapes to space and hold the shapes in proper relation prior to the attachment of bars thereto.
  • a support and spacer for reenforcing bars oi headers and stretchers comprising a plurality of separate wire rod rectangles, each composed of a length of wire rod bent to the required shape with its ends overlapped and terminating adjacent diagonal corners of said rectangle, and a straight length of wire rod to which said rectangles are welded.

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

Description

March 6, 1934. w. E. WHITE REENFORCEMENT FOR HEADERS AND STRETCHERS Filed Sept. 6, 1930 llllllxllfl.
1 L, n.. N1..
l llllllllli Patented Mar. 6, 1934 REENFRCEMENT FOR HEADERS AND STRETCHERS William E. White, Chicago, Ill., assigner to Kalman Steel Company, Chicago, Ill., a corporation of Delaware Application September 6, 1930, Serial No. 480,261
2 Claims.
My invention relates to concrete reenforcement and particularly to novel means for supporting and spacing the reeniorcing required for special concrete structures.
l An object or" my invention is to provide simple and easily constructed means adapted for the required use. It is necessary to provide a suitable structure with which the required reenforcing bars may be associated, such structure being in the form of a cage having a function corresponding to that of the familiar spiral. In certain uses the helically formed cage is satisfactory, but for uses such as those contemplated in the structure we disclose, the spiral cage is pra-ctically valueless; this for the reason that the square form of the ultimate reenforcing structure calls for very accurate bending of the members forming the cage, and the practical certainty that notwithstanding the greatest care, the reenforcing structure when completed will not be straight. That is there will result a rectangular structure in which the bars are not perpendicular to a plane surface intersecting them. This objection is overcome by providing a series of separate rectangular shapes suitably joined by a longitudinal wire member, the separate shapes being formed from a length of wire rod, the ends of the rod being overlapped and unjoined. The separate shapes with the reenforcing rods held in inside angles constitute a .series of stirrups which add materially to the stress resisting capacity of the structure. In View of the nature of the structure the feature of overlapping the ends of the rod avoids the necessity for joining by welding or otherwise. A cage constructed as described may be conveniently shipped and handled and bars assembled with the cage in the eld if desired.
The invention will be more readily understood by reference to the accompanying drawing in which:
Fig. l is a side elevation oi a structure such as contemplated, the reeniorcing bars and ties being shown in dotted lines, and
Fig. 2 is an elevation of the same structure.
In the drawing I have shown the cage as composed of a series of wire rod shapes A, and a longitudinal tie rod B, all preferably composed of approximately 8 gauge wire rod. The shapes are composed of a length of rod substantially greater than the circumferential measurement of the shape, whereby the two ends 10 and 11 are overlapped for a substantial distance. While I have shown the shapes as of rectangular or square outline, it will be obvious that they may be constructed in different outlines if desired. The separate, duplicate shapes A, are joined in properly spaced relation by means of the longitudinal rod B, which is welded to the shapes at a point preferably between the angles.
The reenforcing rods C, are located in the angles of the wire shapes and held in place by means of the light wire ties 12. These ties serve the additional purpose of uniting the overlapped ends of the wire composing the shapes.
A cage or support as described may be cheaply constructed, easily handled and readily adapts itself to the attachment of the reenforcing bars thereto.
Obviously the construction is capable of considerable modification, and I do not Wish to be limited except as indicated in the appended claims.
I claim:
1. A support and spacer of the class described comprising in combination a plurality of separate wire rod shapes each of which is composed of a length of wire rod bent into a circumferentially complete form with overlapped unconnected ends terminating at substantially diametrically opposite points, and a single longitudinally extending rod secured to the separate shapes to space and hold the shapes in proper relation prior to the attachment of bars thereto.
2. A support and spacer for reenforcing bars oi headers and stretchers comprising a plurality of separate wire rod rectangles, each composed of a length of wire rod bent to the required shape with its ends overlapped and terminating adjacent diagonal corners of said rectangle, and a straight length of wire rod to which said rectangles are welded. WILLIAM E. WHITE.
Ylli)
US480261A 1930-09-06 1930-09-06 Reenforcement for headers and stretchers Expired - Lifetime US1950343A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3296690A (en) * 1962-11-26 1967-01-10 Barron Maurice Welded mesh reinforcement and method of using same
EP0132254A2 (en) * 1983-07-15 1985-01-23 BEST - Baueisen- und Stahl-Bearbeitungsgesellschaft m.b.H. Reinforcing cage for the space reinforcement of concrete structures
US4838726A (en) * 1982-07-23 1989-06-13 Simes-Senco, S.A. Process and devices for tying crossing elements
US5487251A (en) * 1994-05-06 1996-01-30 Independent Concrete Pipe Apparatus and method for reinforcing cast structures
US20090145074A1 (en) * 2005-09-10 2009-06-11 Kenichi Tsukamoto Reinforcing body made of fiber-reinforced plastic
US10538907B2 (en) * 2017-08-01 2020-01-21 SkyStone Group LLC Modular assemblies and methods of construction thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3296690A (en) * 1962-11-26 1967-01-10 Barron Maurice Welded mesh reinforcement and method of using same
US4838726A (en) * 1982-07-23 1989-06-13 Simes-Senco, S.A. Process and devices for tying crossing elements
EP0132254A2 (en) * 1983-07-15 1985-01-23 BEST - Baueisen- und Stahl-Bearbeitungsgesellschaft m.b.H. Reinforcing cage for the space reinforcement of concrete structures
EP0132254A3 (en) * 1983-07-15 1986-04-09 Best - Baueisen- Und Stahl-Bearbeitungsgesellschaft M.B.H. Reinforcing cage for the space reinforcement of concrete structures
US5487251A (en) * 1994-05-06 1996-01-30 Independent Concrete Pipe Apparatus and method for reinforcing cast structures
US20090145074A1 (en) * 2005-09-10 2009-06-11 Kenichi Tsukamoto Reinforcing body made of fiber-reinforced plastic
US10538907B2 (en) * 2017-08-01 2020-01-21 SkyStone Group LLC Modular assemblies and methods of construction thereof

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