US1778337A - Structural element for buildings - Google Patents

Structural element for buildings Download PDF

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Publication number
US1778337A
US1778337A US214384A US21438427A US1778337A US 1778337 A US1778337 A US 1778337A US 214384 A US214384 A US 214384A US 21438427 A US21438427 A US 21438427A US 1778337 A US1778337 A US 1778337A
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Prior art keywords
plates
prongs
flanges
base
ribs
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Expired - Lifetime
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US214384A
Inventor
Harold G Pratt
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Detroit Steel Products Co Inc
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Detroit Steel Products Co Inc
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Priority to US214384A priority Critical patent/US1778337A/en
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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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/10Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D12/00Non-structural supports for roofing materials, e.g. battens, boards
    • E04D12/004Battens
    • 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
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0421Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
    • 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
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/043Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the hollow cross-section comprising at least one enclosed cavity
    • 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
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452H- or I-shaped
    • 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
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0469Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section triangular-shaped

Definitions

  • This invention relates to improvements in that class of structural building members or elements that are commonly known to the trade as metal timbers. Elements of this class are distinguished from ordinary I- beam or channels principally by the fact that they are made of sheet metal. 7
  • Another object is to provide a structural element of the aforesaid class that is especially convenient of use in that it is designed to facilitate attachment to girders or other supports, and for quick and easy connection with parts supported by it, such as roof and floor plates.
  • a further and more limited object is to produce an element of the foregoing nature that is especially intended for use with sheet metal floor or roof plates of the ribbed type, an example of which will be found in Letters Patent No. 1,574,586 issued February 23, 1926, and to this end I provide the element with integral fastening means or prongs for holding engagement with said plates, there being preferably shouldered and non-shouldered prongs for use with said plates accordingly as the plates are applied tothe elements with their ribs toward or away from the same.
  • Fig. 1 is a fragmentary perspective view of my improved structural element
  • Fig. 2 is a similar view showing the element incorporated in a building construction
  • Fig. 3 is a transverse section through the element and includes associate-d parts of the building construction
  • Fig. 4 is a view similar to Fig. 2 showing the ribbed plate inverted with respect to the position it occupies in Figs. 2 and 3.
  • the element designated generally by the reference character A, is constructed of a single piece of sheet metal of suitable 'gage, the thickness of the metal depending upon the cross sectional size and the length of the element and the use to which it is to be put.
  • the element consists of a base a, ,webs a that converge upwardly from the lateral edge portions of the base a, and flanges a" that extend outwardly from the upper edges of the webs a and are parallel with the lane of the base a.
  • the outer edges of the anges a are preferably turned downwardly, as shown at a to impart strength and rigidity to said flanges.
  • the aggregate width of the flanges a is approximately equal to the width of the base a, and where the webs a join the base, the material is desirably turned over and inwardly upon the base a relatively short distance to provide what may be termed base flanges, the same being designated a.
  • prongs a and a Struck upwardly from the flanges a are prongs a and a", the former having shoulders a that are spaced above the plane of the flanges a a distance equal to or slightly greater than the length of the prongs a".
  • My improved building element is desi ned for use especially with floor and roof p ates of the kind disclosed in the above mentioned patent, and in Figs. 2, 3 and 4 the element is shown associated with such plates.
  • Each of these plates, designated B consists of a flat sheet of metal provided with hollow ribs Z) projecting from one face thereof, each of the ribs being substantially triangular in section with its base remote from the body of the sheet and connected to such sheet by convergent sides.
  • the spacing of the shoulders at of the prongs a from the faces of the flanges a is substantially equal to the distance between the bases of the ribs 7) and the adjacent surface of the plate B.
  • plates B are applied to the elements A with their ribs b engaging the flanges a. .When the plate is first placed in position it bears upon the points of'the prpngs a", and the workman then pounds the plate in the im'-.
  • the plates B are inverted so that their ribs 6 extend upwardly, and preparatory to applying the plates to the elements in this posi-' tion the prongs a are broken off or bent downwardly into the openings from which they were originally struck so that only the prongs a are left standing.
  • the plate is brought to rest upon these prongs and by the same operation as that above described the prongs arecaused to penetrate the plate and are clinched thereabove so as to effectively secure the plate in immediate contact with the flanges a.
  • a building element for use with ribbed plates said'element having a-surface wherewith said plates are adapted to be engaged amass? from said surface of the element "a-distance I substantially equal to the depth of said ribs.
  • a buildin element for use with ribbed floor or roof p ates said element consisting from the upper edges of the webs in a plane substantially parallel to the base, and prongs struck from said flan es and rojected upwardly, certain of sail? prongs aving shoulders spaced from the flan es a distance sub-- stantlally equal to that o? the depth of the ribs of said plates.
  • a building element for securing ribbed roof or floor plates to beams consisting of a sheet metal member having a base, the lateral edges of which are turned inwardly to provide base flanges, the said element havmg webs converging upwardly from the lateral edge portions of the base and terminating in oppositely disposed flanges extending substantially parallel with the base flanges, the said lastmentioned flanges havmg prongs struck up therefrom, certain of said prongs having shoulders thereon and adapted for engagement with said plates to secure the same in place.
  • a building element foruse with ribbed floor or roof plates said element being constructed of sheet metal and having a surface wherewith said plates are adapted to be engaged either with their ribs turned toward or away from said surface, and prongs struck from the materialof said element, certain of said prongs having shoulders spaced

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Description

Oct. 14, 1930. H. s. PRATT STRUCTURAL ELEMENT FOR BUILDINGS Filed Aug. 20, 1927 Patented Oct. 14, 1930 UNITED STATES PATENT OFFICE HAROLD G. PRATT, OI CLEVELAND HEIGHTS, OHIO, ASSIGNOB TO DETROIT STEEL PRODUCTS COMPANY, OI DETROIT, MICHIGAN, A CORPORATION OF MICHIGAN STRUCTURAL ELEMENT FOR BUILDINGS Application filed August 20, 1927. Serial 1T0. 214,384.
- This invention relates to improvements in that class of structural building members or elements that are commonly known to the trade as metal timbers. Elements of this class are distinguished from ordinary I- beam or channels principally by the fact that they are made of sheet metal. 7
Among the objects which I have in view is to provide an element of the above mentioned class that is made of relatively thin sheet metal so as to minimize weight and cost and is of such cross section as will insure adequate strength and rigidity and permit of its production by standard methods and equipment.
Another object is to provide a structural element of the aforesaid class that is especially convenient of use in that it is designed to facilitate attachment to girders or other supports, and for quick and easy connection with parts supported by it, such as roof and floor plates.
A further and more limited object is to produce an element of the foregoing nature that is especially intended for use with sheet metal floor or roof plates of the ribbed type, an example of which will be found in Letters Patent No. 1,574,586 issued February 23, 1926, and to this end I provide the element with integral fastening means or prongs for holding engagement with said plates, there being preferably shouldered and non-shouldered prongs for use with said plates accordingly as the plates are applied tothe elements with their ribs toward or away from the same.
The foregoing and other objects are attained in the embodiment of the invention illustrated in the accompanying drawing wherein Fig. 1 is a fragmentary perspective view of my improved structural element; Fig. 2 is a similar view showing the element incorporated in a building construction; Fig. 3 is a transverse section through the element and includes associate-d parts of the building construction; and Fig. 4 is a view similar to Fig. 2 showing the ribbed plate inverted with respect to the position it occupies in Figs. 2 and 3.
The element, designated generally by the reference character A, is constructed of a single piece of sheet metal of suitable 'gage, the thickness of the metal depending upon the cross sectional size and the length of the element and the use to which it is to be put. The element consists of a base a, ,webs a that converge upwardly from the lateral edge portions of the base a, and flanges a" that extend outwardly from the upper edges of the webs a and are parallel with the lane of the base a. The outer edges of the anges a are preferably turned downwardly, as shown at a to impart strength and rigidity to said flanges.
The aggregate width of the flanges a is approximately equal to the width of the base a, and where the webs a join the base, the material is desirably turned over and inwardly upon the base a relatively short distance to provide what may be termed base flanges, the same being designated a.
Struck upwardly from the flanges a are prongs a and a", the former having shoulders a that are spaced above the plane of the flanges a a distance equal to or slightly greater than the length of the prongs a".
My improved building element is desi ned for use especially with floor and roof p ates of the kind disclosed in the above mentioned patent, and in Figs. 2, 3 and 4 the element is shown associated with such plates. Each of these plates, designated B, consists of a flat sheet of metal provided with hollow ribs Z) projecting from one face thereof, each of the ribs being substantially triangular in section with its base remote from the body of the sheet and connected to such sheet by convergent sides. The spacing of the shoulders at of the prongs a from the faces of the flanges a is substantially equal to the distance between the bases of the ribs 7) and the adjacent surface of the plate B.
In the incorporation of my improved structuralelement in building constructions, its ends are placed upon suitable supports, such as I-beam girders, a fragment of one of such girders being shown at C in Figs. 2 and 3. In order to hold the elements in place upon said girders, bolts or equivalent fastening means, designated D, are engaged If the construction is that of a roof, the
plates B are applied to the elements A with their ribs b engaging the flanges a. .When the plate is first placed in position it bears upon the points of'the prpngs a", and the workman then pounds the plate in the im'-.
mediate vicinity of said prongs until the prongs puncture the plate and project there.- above. The plate is then driven down upon the shoulders a and the ends of the prongs are turned over in the manner illustrated in Figs. 2 and 3.
In case the construction is that of a floor, the plates B are inverted so that their ribs 6 extend upwardly, and preparatory to applying the plates to the elements in this posi-' tion the prongs a are broken off or bent downwardly into the openings from which they were originally struck so that only the prongs a are left standing. The plate is brought to rest upon these prongs and by the same operation as that above described the prongs arecaused to penetrate the plate and are clinched thereabove so as to effectively secure the plate in immediate contact with the flanges a.
By reference to the aforesaid Patent No.
1,574,586 it will be seenv that suitable ma terial is applied to the top surfaces of the plates B in the completion of the roof or floor. v
Having thus described my invention, what I claim is:
1. A building element for use with ribbed plates, said'element having a-surface wherewith said plates are adapted to be engaged amass? from said surface of the element "a-distance I substantially equal to the depth of said ribs.
4 A buildin element for use with ribbed floor or roof p ates, said element consisting from the upper edges of the webs in a plane substantially parallel to the base, and prongs struck from said flan es and rojected upwardly, certain of sail? prongs aving shoulders spaced from the flan es a distance sub-- stantlally equal to that o? the depth of the ribs of said plates.
5. A building element for securing ribbed roof or floor plates to beams and consisting of a sheet metal member having a base, the lateral edges of which are turned inwardly to provide base flanges, the said element havmg webs converging upwardly from the lateral edge portions of the base and terminating in oppositely disposed flanges extending substantially parallel with the base flanges, the said lastmentioned flanges havmg prongs struck up therefrom, certain of said prongs having shoulders thereon and adapted for engagement with said plates to secure the same in place.
In testimony whereof, I hereunto aflix my signature.
HAROLD G. PRATT.
are spaced from said surface a distance sub-,
stantially equal to the depth of the ribs of said plates.
3. A building element foruse with ribbed floor or roof plates, said element being constructed of sheet metal and having a surface wherewith said plates are adapted to be engaged either with their ribs turned toward or away from said surface, and prongs struck from the materialof said element, certain of said prongs having shoulders spaced
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Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2457250A (en) * 1948-05-03 1948-12-28 Macomber Stanley Tubular section structural member
US2591346A (en) * 1950-06-13 1952-04-01 Gen Electric Grill structure
US2640570A (en) * 1947-03-06 1953-06-02 Horowitz Alexandre Supporting construction for building layers
US2730211A (en) * 1953-10-09 1956-01-10 Findlay Robert Lindsay Structural member
US2887192A (en) * 1950-07-13 1959-05-19 Kaiser Aluminium Chem Corp Panel assembly
US2909251A (en) * 1956-10-09 1959-10-20 United States Gypsum Co Runners for nonload-bearing partitions
US2969754A (en) * 1954-05-12 1961-01-31 Acme Steel Co Roof structure
US3004640A (en) * 1958-02-07 1961-10-17 Macomber Inc Laminated tubular section structural members
US3017673A (en) * 1958-02-14 1962-01-23 Jr John Biris Floor panel fastening construction
US3029914A (en) * 1958-11-25 1962-04-17 Macomber Inc Laminated tubular section structural members
US3224154A (en) * 1959-12-28 1965-12-21 Andrew J Toti Structural assembly construction
US3802147A (en) * 1971-08-04 1974-04-09 Wheeling Pittsburgh Steel Corp Steel building components with attachment means for wall and floor surface elements
US4597233A (en) * 1984-03-05 1986-07-01 Rongoe Jr James Girder system
US4651489A (en) * 1983-10-24 1987-03-24 Amca International Insulated roofing structure
US4741138A (en) * 1984-03-05 1988-05-03 Rongoe Jr James Girder system
US4862667A (en) * 1987-09-18 1989-09-05 Melland Robert C Metal structural fastener/stiffener with integral prongs
US5390453A (en) * 1991-12-27 1995-02-21 Untiedt; Dalmain Structural members and structures assembled therefrom
US5791100A (en) * 1997-06-12 1998-08-11 Bethlehem Steel Corporation Planking and method of use
US5867949A (en) * 1995-12-06 1999-02-09 Untiedt; Dalmain F. Building structure
US20070175152A1 (en) * 2005-12-20 2007-08-02 Kupec Thoms F Single strip - double web ceiling grid member
WO2011015681A3 (en) * 2009-08-03 2011-07-14 Ibañez Lazurtegui, S.L. System for producing building slabs and composite beams using bent sections made from steel and another material and joined by connectors formed in the steel section
WO2014115116A3 (en) * 2013-01-24 2014-12-11 Jimenez Torres Héctor Reinforced profiled element
US20190093358A1 (en) * 2017-09-25 2019-03-28 Pravin Nanayakkara Brackets using trapezoidal metallic construction

Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2640570A (en) * 1947-03-06 1953-06-02 Horowitz Alexandre Supporting construction for building layers
US2457250A (en) * 1948-05-03 1948-12-28 Macomber Stanley Tubular section structural member
US2591346A (en) * 1950-06-13 1952-04-01 Gen Electric Grill structure
US2887192A (en) * 1950-07-13 1959-05-19 Kaiser Aluminium Chem Corp Panel assembly
US2730211A (en) * 1953-10-09 1956-01-10 Findlay Robert Lindsay Structural member
US2969754A (en) * 1954-05-12 1961-01-31 Acme Steel Co Roof structure
US2909251A (en) * 1956-10-09 1959-10-20 United States Gypsum Co Runners for nonload-bearing partitions
US3004640A (en) * 1958-02-07 1961-10-17 Macomber Inc Laminated tubular section structural members
US3017673A (en) * 1958-02-14 1962-01-23 Jr John Biris Floor panel fastening construction
US3029914A (en) * 1958-11-25 1962-04-17 Macomber Inc Laminated tubular section structural members
US3224154A (en) * 1959-12-28 1965-12-21 Andrew J Toti Structural assembly construction
US3802147A (en) * 1971-08-04 1974-04-09 Wheeling Pittsburgh Steel Corp Steel building components with attachment means for wall and floor surface elements
US4651489A (en) * 1983-10-24 1987-03-24 Amca International Insulated roofing structure
US4597233A (en) * 1984-03-05 1986-07-01 Rongoe Jr James Girder system
US4741138A (en) * 1984-03-05 1988-05-03 Rongoe Jr James Girder system
US4862667A (en) * 1987-09-18 1989-09-05 Melland Robert C Metal structural fastener/stiffener with integral prongs
US5390453A (en) * 1991-12-27 1995-02-21 Untiedt; Dalmain Structural members and structures assembled therefrom
US5867949A (en) * 1995-12-06 1999-02-09 Untiedt; Dalmain F. Building structure
US5791100A (en) * 1997-06-12 1998-08-11 Bethlehem Steel Corporation Planking and method of use
US20070175152A1 (en) * 2005-12-20 2007-08-02 Kupec Thoms F Single strip - double web ceiling grid member
WO2011015681A3 (en) * 2009-08-03 2011-07-14 Ibañez Lazurtegui, S.L. System for producing building slabs and composite beams using bent sections made from steel and another material and joined by connectors formed in the steel section
ES2374122A1 (en) * 2009-08-03 2012-02-14 Ibáñez Lazurtegui S.L. System for producing building slabs and composite beams using bent sections made from steel and another material and joined by connectors formed in the steel section
WO2014115116A3 (en) * 2013-01-24 2014-12-11 Jimenez Torres Héctor Reinforced profiled element
US20190093358A1 (en) * 2017-09-25 2019-03-28 Pravin Nanayakkara Brackets using trapezoidal metallic construction

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