US424798A - Composite girder - Google Patents

Composite girder Download PDF

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US424798A
US424798A US424798DA US424798A US 424798 A US424798 A US 424798A US 424798D A US424798D A US 424798DA US 424798 A US424798 A US 424798A
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girder
composite girder
composite
wood
beams
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US case filed in Texas Northern District Court litigation https://portal.unifiedpatents.com/litigation/Texas%20Northern%20District%20Court/case/3%3A04-cv-01564 Source: District Court Jurisdiction: Texas Northern District Court "Unified Patents Litigation Data" by Unified Patents is licensed under a Creative Commons Attribution 4.0 International License.
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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
    • E04C3/12Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/14Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with substantially solid, i.e. unapertured, web

Definitions

  • My invention consists of an improvement in that form of composite girders known as Flitch girders, in which a metal plate is clamped between flanking beams of wood, the object of my invention being to so construct a girder of this character that without materially increasing the expense of the same its strength may be considerably augmented.
  • This object I attain in the manner hereinafter set forth, reference being had to the accompanying drawing, which represents a sectional perspective view of a composite girder constructed in accordance with my invention.
  • the girder comprises the central plate or beam A, of iron or steel, and flanking beams B, of wood, fitting snugly to said central metallic beam and firmly clamped thereto by means of bolts a and nuts to, disposed at appropriate intervals throughout the length of the beamor girder.
  • the central metallic beam A is thickened, so as to form a beveled rib 1), whereby the longitudinal stiffness or rigidityof the metal beam is materiallyincreased as compared with a fiat plate-beam, this increase in rigidity of the metallic beam being effected without materially increasing the labor or expense of fitting the flanking beams of wood thereto, as the simple wooden beams, so as to impart thereto abevel similar to that of the rib b, is all that is necessary in order to insure the snug fitting of said flanking beams to the central metallic beam of the girder.
  • the beveled ribs 1) can, moreover, be produced upon the beam A with very slight changes in the ordinary rolls which are required to produce an ordinary flat bar or plate; hence the expense of the beam, with its beveled ribs, is but little more than that of said plain flat bar or plate and much less than that of an I-bar or other form of shaped or structural iron or steel beam.

Description

(No Model.)
J. D. L LL. OOMPOSIT DER.- No. 424,798. Patented Apr. 1,1890.
' Wibiossw ,l zwaniaz' r M )6 5 JamwJ.Za/zeZ6 i UNITED STATES PATENT ()EEICE.
JAMES D. LAZELL, OF PHILADELPHIA, PENNSYLVANIA.
COMPOSITE GIRDER.
SPECIFICATION forming part of Letters Patent No. 424,798, dated April 1, 1890. Application filed January 25, 1890. Serial No. 338,111- (No model.)
To all whom it may concern:
Be it kn own that 1, JAMES D. LAZELL, a citizen of the United States, and a resident of Philadelphia, Pennsylvania, have invented certain Improvements in Composite Girders, of which the following is a specification.
My invention consists of an improvement in that form of composite girders known as Flitch girders, in which a metal plate is clamped between flanking beams of wood, the object of my invention being to so construct a girder of this character that without materially increasing the expense of the same its strength may be considerably augmented. This object I attain in the manner hereinafter set forth, reference being had to the accompanying drawing, which represents a sectional perspective view of a composite girder constructed in accordance with my invention.
The girder comprises the central plate or beam A, of iron or steel, and flanking beams B, of wood, fitting snugly to said central metallic beam and firmly clamped thereto by means of bolts a and nuts to, disposed at appropriate intervals throughout the length of the beamor girder. At and near each edge the central metallic beam A is thickened, so as to form a beveled rib 1), whereby the longitudinal stiffness or rigidityof the metal beam is materiallyincreased as compared with a fiat plate-beam, this increase in rigidity of the metallic beam being effected without materially increasing the labor or expense of fitting the flanking beams of wood thereto, as the simple wooden beams, so as to impart thereto abevel similar to that of the rib b, is all that is necessary in order to insure the snug fitting of said flanking beams to the central metallic beam of the girder. The beveled ribs 1) can, moreover, be produced upon the beam A with very slight changes in the ordinary rolls which are required to produce an ordinary flat bar or plate; hence the expense of the beam, with its beveled ribs, is but little more than that of said plain flat bar or plate and much less than that of an I-bar or other form of shaped or structural iron or steel beam.
Having thus described my invention, therefore, I claim and desire to secure by Letters Patent- The within-described composite girder, consisting of a central metallic beam having beveled ribs at the opposite edges, and flanking beams of wood, having their corners chamfered to fit snugly to the beveled ribs of the metal beam, substantially as specified.
In testimony whereof I have signed my name to this specification in the presence of two subscribing witnesses.
' JAMES D. LAZELL.
\Vitnesses:
EUGENE ELTERICH, HARRY SMITH.
chamfering of one corner of each of said
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2601910A (en) * 1944-05-16 1952-07-01 Thomas F Nichols Composite structural member
US5685114A (en) * 1995-03-20 1997-11-11 Tanaka Masakatsu Design Office Co., Ltd. Structural member, floor structure, and roof structure for wooden building and a method of building with the same
US20120317905A1 (en) * 2011-06-14 2012-12-20 Macduff Matthew Load-bearing member with hollow fastener
US10443239B2 (en) * 2016-12-02 2019-10-15 Columbia Insurance Company Long span masonry lintel support system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2601910A (en) * 1944-05-16 1952-07-01 Thomas F Nichols Composite structural member
US5685114A (en) * 1995-03-20 1997-11-11 Tanaka Masakatsu Design Office Co., Ltd. Structural member, floor structure, and roof structure for wooden building and a method of building with the same
US20120317905A1 (en) * 2011-06-14 2012-12-20 Macduff Matthew Load-bearing member with hollow fastener
US10443239B2 (en) * 2016-12-02 2019-10-15 Columbia Insurance Company Long span masonry lintel support system

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