US832711A - Structural metal bar. - Google Patents

Structural metal bar. Download PDF

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Publication number
US832711A
US832711A US27670705A US1905276707A US832711A US 832711 A US832711 A US 832711A US 27670705 A US27670705 A US 27670705A US 1905276707 A US1905276707 A US 1905276707A US 832711 A US832711 A US 832711A
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Prior art keywords
bar
concrete
wings
metal bar
structural metal
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Expired - Lifetime
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US27670705A
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Carl Weber
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material

Definitions

  • My invention relates to an improvement in the class of metalbars employed as the reinforcin medium in reinforced concrete struc tures y embedding them in the concrete in the procedure of erecting such structures for the primary purpose of rendering the con: crete elastic by combining its high compressive strength with the high tensile strength of the steel.
  • Figure 1 is a view in perspective of my improved bar
  • Fig. 2 a section taken at the Specification of Letters Patent.
  • A is my improved steel bar for embedment in the concrete in metal-reinforced concrete structures, comprising a central longltudinal body portion a and four wings a, radiatlng from it preferably at right angles to each other, thus forming between adjacent wings the longitudinal transversely-curved grooves (L).
  • the area of the cross-section of the central body portion of the bar is greater than the cross-sectional area of at least any two of the wings, thus insuring great tensile strength in the structure of WhlCh it becomes a art.
  • the metal of two oppositely-positioned wings are upset, thus thickenin those wing-sections and forming at interva s therein longitudinal recesses b, which are beveled at their ends and widened at their bases, as shown, the metal in the upsetting operation spreading beyond the edges of the wings and forming shoulders I).
  • the bar By providing the bar with a thickened centralbody portion and four radiating wings, as described, great tensile strength is insured in the concrete structure of which it becomes a part, and large-surfaces are provided on the bar for contact with the concrete, and still greater surface area is presented for contact with the concrete by the recesses and shoulders of the wings, which materially augment the surface area for presentation to the concrete and form depressions by which additionally secure interlockin of the mass of concrete and the bar embe ded therein is afforded.
  • a reinforcing-bar for metal-concrete construction consisting of a metal bar having longitudinal wings with the spaces between adjacent wings concavely curved in cross-section, and

Description

" No. 832,711. PATENTED 001*. 9, 1906.
7 c. WEBER. STRUCTURAL METAL BAR.
APPLICATION FILED SEPT. 1, 1905.
Mew/2607" 62rd wzer,
4 .7. a W a i'zessaap- UNITED STATES PATENT orruon CARL WEBER, OF CHICAGO, ILLINOIS.
STRUCTURAL METAL BAR.
- of the United States, residing at Chicago, in
the county of Cook and State of Illinois, have invented a new and useful Improvement in Structural Metal Bars, of which the following is a specification.
My invention relates to an improvement in the class of metalbars employed as the reinforcin medium in reinforced concrete struc tures y embedding them in the concrete in the procedure of erecting such structures for the primary purpose of rendering the con: crete elastic by combining its high compressive strength with the high tensile strength of the steel.
In structures of the kind referred to it is the recognized principlethat the two materials employed-namely, steel and concrete which expand and contract correspondingly, or approximately so, under the influence of temperature, form at their contacting surfaces an intimate union of a chemical, as Well as a mechanical, nature, whereby a strong cohesion of the materials ensues and the steel is protected against oxidation. Under the tension strains to which the structure is subjected its safety depends in a large measure upon the extent of cohesive bonding of the two materials, so that it is an object to provide on the metal bars the greatest possible surface area for resentation to the concrete. The ordinary T- ar hitherto most commonly employed, while it 'ves satisfactor results in the direction re erred to, is di cult to place properly in positioning it, especially in eavy girder construction where exact location of the reinforcing members is of primary importance, and, besides, it is difiicult without special bending-machines for the purpose, which, moreover, are rarely at hand where a structure is being erected to bend properly a T-bar, since owing to its unsymmetric crosssection the neutral axis changes whenever the slightest twist in the bar occurs, and this requires a larger factor of safety to be considered in the construction than would otherwise be necessary. My improvement over comes these difficulties by affording a bar having a symmetric cross-section, and yet resenting to the concrete the greatest possile surface area. I
Referring to the accompanying drawings, Figure 1 is a view in perspective of my improved bar, and Fig. 2 a section taken at the Specification of Letters Patent.
Application filed September 1.1905. Serial No. 276,707.
Patented Oct. 9, 1906.
line 2 on Fig. 1 and viewed in the direction of the arrow.
A is my improved steel bar for embedment in the concrete in metal-reinforced concrete structures, comprising a central longltudinal body portion a and four wings a, radiatlng from it preferably at right angles to each other, thus forming between adjacent wings the longitudinal transversely-curved grooves (L The area of the cross-section of the central body portion of the bar is greater than the cross-sectional area of at least any two of the wings, thus insuring great tensile strength in the structure of WhlCh it becomes a art. At intervals along the bar sections 0 the metal of two oppositely-positioned wings are upset, thus thickenin those wing-sections and forming at interva s therein longitudinal recesses b, which are beveled at their ends and widened at their bases, as shown, the metal in the upsetting operation spreading beyond the edges of the wings and forming shoulders I).
By providing the bar with a thickened centralbody portion and four radiating wings, as described, great tensile strength is insured in the concrete structure of which it becomes a part, and large-surfaces are provided on the bar for contact with the concrete, and still greater surface area is presented for contact with the concrete by the recesses and shoulders of the wings, which materially augment the surface area for presentation to the concrete and form depressions by which additionally secure interlockin of the mass of concrete and the bar embe ded therein is afforded.
What I claim as new, and desire to secure by Letters Patent, is
As a new article of manufacture, a reinforcing-bar for metal-concrete construction, consisting of a metal bar having longitudinal wings with the spaces between adjacent wings concavely curved in cross-section, and
longitudinal recesses at intervals in opposite wings having their bases expanded laterally and forming abrupt end shoulders projecting beyond the adjacent surfaces of the unreces'sed portions of the wings inwhich said recesses are formed.
CARL WEBER.
In presence of g A. U. THORIEN, J. H. LANDES.
US27670705A 1905-09-01 1905-09-01 Structural metal bar. Expired - Lifetime US832711A (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5775850A (en) * 1993-08-12 1998-07-07 The Broken Hill Proprietary Company Limited Rock bolt
US5950393A (en) * 1998-07-27 1999-09-14 Surface Technologies, Inc. Non-corrosive reinforcing member having bendable flanges
US20070296208A1 (en) * 2006-06-22 2007-12-27 9031-1671 Quebec Inc. Hollow pipe connector
US20140346309A1 (en) * 2010-07-02 2014-11-27 Mark J. Meiners Anti-spin mounting pole and method of forming
US8981227B2 (en) 2010-01-19 2015-03-17 Albert S. Richardson, Jr. Spacer device
US10014677B2 (en) 2010-01-19 2018-07-03 Elaine M. Richardson Spacer device
US10063043B2 (en) 2010-01-19 2018-08-28 Ar Patents, Llc Spacer device

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5775850A (en) * 1993-08-12 1998-07-07 The Broken Hill Proprietary Company Limited Rock bolt
US5950393A (en) * 1998-07-27 1999-09-14 Surface Technologies, Inc. Non-corrosive reinforcing member having bendable flanges
US5966895A (en) * 1998-07-27 1999-10-19 Surface Technologies, Inc. Non-corrosive reinforcing member having bendable flanges
US6023903A (en) * 1998-07-27 2000-02-15 Surface Technologies, Inc. Non-corrosive reinforcing member having bendable flanges
US20070296208A1 (en) * 2006-06-22 2007-12-27 9031-1671 Quebec Inc. Hollow pipe connector
US7708317B2 (en) * 2006-06-22 2010-05-04 Alain Desmeules Hollow pipe connector
US8981227B2 (en) 2010-01-19 2015-03-17 Albert S. Richardson, Jr. Spacer device
US10014677B2 (en) 2010-01-19 2018-07-03 Elaine M. Richardson Spacer device
US10063043B2 (en) 2010-01-19 2018-08-28 Ar Patents, Llc Spacer device
US10181711B2 (en) 2010-01-19 2019-01-15 Ar Patents, Llc Spacer device
US20140346309A1 (en) * 2010-07-02 2014-11-27 Mark J. Meiners Anti-spin mounting pole and method of forming
US9671061B2 (en) * 2010-07-02 2017-06-06 Tubular U.S.A., Inc. Anti-spin mounting pole and method of forming

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