US2746580A - Structural unit - Google Patents

Structural unit Download PDF

Info

Publication number
US2746580A
US2746580A US694931A US69493146A US2746580A US 2746580 A US2746580 A US 2746580A US 694931 A US694931 A US 694931A US 69493146 A US69493146 A US 69493146A US 2746580 A US2746580 A US 2746580A
Authority
US
United States
Prior art keywords
web
structural unit
flanges
rods
unit
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
US694931A
Inventor
Leonhardt W Benz
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to US694931A priority Critical patent/US2746580A/en
Application granted granted Critical
Publication of US2746580A publication Critical patent/US2746580A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04C3/08Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E04C3/09Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders at least partly of bent or otherwise deformed strip- or sheet-like material
    • 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
    • E04C2003/0486Truss like structures composed of separate truss elements
    • E04C2003/0495Truss like structures composed of separate truss elements the truss elements being located in several non-parallel surfaces

Definitions

  • the present invention pertains to a structural unit for building construction and similar purposes.
  • a specific and important object of this invention is to provide a structural unit including spaced flanges constructed and arranged to resist transverse stresses as a beam and to function as useful securing means to which panels, boards or other coverings can be fastened directly by nails, screws, or the like.
  • a structural unit such as a stud, rafter or joist with flanges formed by closely spaced parallel wire rods adapted to receive and retain fastenings there'bet-ween.
  • a further specific object resides in the provision of an integral structural unit having parallel flanges formed of longitudinally extending rods or bars, an undulating web maintaining the flanges in parallelism, and end closure members.
  • a structural unit comprising a sequence of rigid triangles in which each leg of wire rods or metal is dimensioned to resist compressive as well :as tensile stresses.
  • This unit satisfies standard building laws for structural members used in compression in that the ratio of its length to its radius of gyration does not exceed 120.
  • the flange rods When used as a structural frame, the flange rods having selected dimensions and spacing will .act as one part of fastenings for securing covering material in sheet or panel form.
  • Fig. 1 is a fragmentary isometric View, partially sectioned, of a stud in which the continuous web strip is corrugated longitudinally to receive the wires constituting the flanges;
  • Fig. 2 shows a side elevation of the entire stud unit of Fig. 1;
  • Fig. 3 is a sectional view taken on the line III-III of Fig. 2;
  • Fig. 4 is a front elevation of an end member for the basic unit of Fig. 2;
  • Fig. 5 is a side elevation of the end member
  • Fig. 6 is an enlarged fragmentary sectional view illustrating the seating of the flange wires in the web corrugations.
  • the basic stud or column unit as shown in Figs. 1 through 6 possesses a number of outstanding .advantages.
  • This stud unit referred to generally by numeral 72, is characterized by a continuous, corrugated web 74 complementally engaging the spaced, circular wire rods 36 of 2,746,580 Patented May 22, 1956 the upper and lower flanges 32 and 34 at the alternate points of contact.
  • the web 74 is approximately the width of the flanges 32 and 34.
  • the upper and lower elongated flat courses 76, 76 of the longitudinally corrugatedweb '74 are reversely corrugated with.
  • the unit is of rectangular outline in cross-section with a symmetrical distribution of rod and web strip material about both the longitudinal and transverse axes of the cross-section.
  • each end member 78 is corrugated throughout its length and complemental-ly receives the individual flange rods 36 or the corrugated end of the web 74.
  • the vertical part of each end member 78 has a spaced series of perforations 86 adapted to receive common fastening means for securing to other members.
  • FIG. 6 shows further details of the engagement between the spaced wire flange rods 36 and the flat course 76 of the corrugated web 78.
  • the relative dimensions of rod and complemental corrugation are such that there is provided an arc of engagement of approximately 90 degrees over an apprecible length.
  • the 1 /2" x 3" stud unit 72 of Figs. 1 to 6 preferably has five wire rods, 36, 0.207" in diameter (W. & M. 5 gauge) in each flange and the web 74 is corrugated from 16 gauge steel strip.
  • the corrugation gives the web 74 a slightly larger radius of gyration than that of a plain strip of the same width. It has been found that a length of /2" for the fiat courses 7.6 will produce adequate strength, resistance welds with automatic welding machinery.
  • a structural unit comprising a like pair of aligned parallel flanges each formed by parallel spaced bars, and a continuous web strip of uniform width and thickness and having substantially the same width as the flanges alternately contacting and being integrally secured to the opposite inner sides of said flange bars by lengthwise extended areas uniformly spaced longitudinally of the unit, the said web strip being formed to provide lengthwise extending, oppositely facing, shallow corrugations complementally engaging only a minor inner portion of the flange bars at the areas of contact and having straight lengths extending between extended areas and flanges, and the said unit being of rectangular outline in cross section with :a symmetrical distribution of bar and web strip material about both the longitudinal and transverse axes of the cross-section.
  • a metallic structural unit comprising a like pair of aligned parallel flanges each formed by parallel spaced rods, and a continuous web strip of uniform width and thickness and having substantially the same width as the References Cited in the file of this patent UNITED STATES PATENTS Golding Mar. 13, 1906 Dawson et al Feb. 17, 1925 Dornier Oct. 26, 1926 Meyer Oct. 25, 1927 Frease Aug. 14, 1928 Kolvrza Feb. 4, 1930 Tashjian Feb. 4, 1930 Coddington Jan. 18,1938

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

May 22, 1956 1.. w. BENZ STRUCTURAL UNIT Filed Sept. 5, 1946 5% M OZMQD United States Patent STRUCTURAL UNIT Leonhardt'W; Benz, New Orleans, La.
Application September 5, 1946, Serial No. 694,931
2 Claims. (Cl. 189-37) The present invention pertains to a structural unit for building construction and similar purposes.
A specific and important object of this invention is to provide a structural unit including spaced flanges constructed and arranged to resist transverse stresses as a beam and to function as useful securing means to which panels, boards or other coverings can be fastened directly by nails, screws, or the like.
More specifically, it is intended to provide a structural unit such as a stud, rafter or joist with flanges formed by closely spaced parallel wire rods adapted to receive and retain fastenings there'bet-ween.
A further specific object resides in the provision of an integral structural unit having parallel flanges formed of longitudinally extending rods or bars, an undulating web maintaining the flanges in parallelism, and end closure members.
-In accordance with the principles of this invention, a structural unit is provided comprising a sequence of rigid triangles in which each leg of wire rods or metal is dimensioned to resist compressive as well :as tensile stresses. This unit satisfies standard building laws for structural members used in compression in that the ratio of its length to its radius of gyration does not exceed 120. When used as a structural frame, the flange rods having selected dimensions and spacing will .act as one part of fastenings for securing covering material in sheet or panel form. By using units consisting of a horizontal sequence of rigid triangles, greater depth for longer beams can be obtained by vertical laminations of triangles with common sides without sacrifice of the economies resulting from automatic machinery designed to handle rods, webs and triangles of uniform size.
The manner of attaining the foregoing and other important objects contributing to economy of manufacture and efficiency in use will be apparent from the following detailed description of a preferred embodiment of the invention when taken in connection with the accompanying drawing, in which:
Fig. 1 is a fragmentary isometric View, partially sectioned, of a stud in which the continuous web strip is corrugated longitudinally to receive the wires constituting the flanges;
Fig. 2 shows a side elevation of the entire stud unit of Fig. 1;
Fig. 3 is a sectional view taken on the line III-III of Fig. 2;
Fig. 4 is a front elevation of an end member for the basic unit of Fig. 2;
Fig. 5 is a side elevation of the end member; and
Fig. 6 is an enlarged fragmentary sectional view illustrating the seating of the flange wires in the web corrugations.
The basic stud or column unit as shown in Figs. 1 through 6 possesses a number of outstanding .advantages. This stud unit, referred to generally by numeral 72, is characterized by a continuous, corrugated web 74 complementally engaging the spaced, circular wire rods 36 of 2,746,580 Patented May 22, 1956 the upper and lower flanges 32 and 34 at the alternate points of contact. The web 74 is approximately the width of the flanges 32 and 34. The upper and lower elongated flat courses 76, 76 of the longitudinally corrugatedweb '74 are reversely corrugated with. respect to the intermediate corrugated portions, in order that thetop and bottom wires or rods of the flanges 32 .and '34 will be in vertical alignment. The oppositely facing, shallow corrugation of the web greatly facilitates secure welding of the flange rods thereto and improves the resistance of the diagonal web portions to compressive stress. As will appear from Fig. 3, the unit is of rectangular outline in cross-section with a symmetrical distribution of rod and web strip material about both the longitudinal and transverse axes of the cross-section.
A U-shaped, corrugated end closure member 7'8 is welded between the flange ends of each section in the manner shown. It is noted that each end member 78 is corrugated throughout its length and complemental-ly receives the individual flange rods 36 or the corrugated end of the web 74. The vertical part of each end member 78 has a spaced series of perforations 86 adapted to receive common fastening means for securing to other members.
The fragmentary enlarged section of Fig. 6 shows further details of the engagement between the spaced wire flange rods 36 and the flat course 76 of the corrugated web 78. The relative dimensions of rod and complemental corrugation are such that there is provided an arc of engagement of approximately 90 degrees over an apprecible length.
By way of specific example, the 1 /2" x 3" stud unit 72 of Figs. 1 to 6 preferably has five wire rods, 36, 0.207" in diameter (W. & M. 5 gauge) in each flange and the web 74 is corrugated from 16 gauge steel strip. The corrugation gives the web 74 a slightly larger radius of gyration than that of a plain strip of the same width. It has been found that a length of /2" for the fiat courses 7.6 will produce adequate strength, resistance welds with automatic welding machinery.
It is to be understood that the relative availability of different kinds of material and machinery and other economic factors will determine the form of web member and end member used in commercial production.
While a preferred embodiment of this invention has been described in detail, it is to be understood that numerous changes can be made in size, materials and arrangement of parts without departing from the principles of this invention, as set forth in the appended claims.
Having thus described my invention, what I claim as novel and desire to secure by Letters Patent of the United States is:
l. A structural unit comprising a like pair of aligned parallel flanges each formed by parallel spaced bars, and a continuous web strip of uniform width and thickness and having substantially the same width as the flanges alternately contacting and being integrally secured to the opposite inner sides of said flange bars by lengthwise extended areas uniformly spaced longitudinally of the unit, the said web strip being formed to provide lengthwise extending, oppositely facing, shallow corrugations complementally engaging only a minor inner portion of the flange bars at the areas of contact and having straight lengths extending between extended areas and flanges, and the said unit being of rectangular outline in cross section with :a symmetrical distribution of bar and web strip material about both the longitudinal and transverse axes of the cross-section.
2. A metallic structural unit comprising a like pair of aligned parallel flanges each formed by parallel spaced rods, and a continuous web strip of uniform width and thickness and having substantially the same width as the References Cited in the file of this patent UNITED STATES PATENTS Golding Mar. 13, 1906 Dawson et al Feb. 17, 1925 Dornier Oct. 26, 1926 Meyer Oct. 25, 1927 Frease Aug. 14, 1928 Kolvrza Feb. 4, 1930 Tashjian Feb. 4, 1930 Coddington Jan. 18,1938
US694931A 1946-09-05 1946-09-05 Structural unit Expired - Lifetime US2746580A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US694931A US2746580A (en) 1946-09-05 1946-09-05 Structural unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US694931A US2746580A (en) 1946-09-05 1946-09-05 Structural unit

Publications (1)

Publication Number Publication Date
US2746580A true US2746580A (en) 1956-05-22

Family

ID=24790858

Family Applications (1)

Application Number Title Priority Date Filing Date
US694931A Expired - Lifetime US2746580A (en) 1946-09-05 1946-09-05 Structural unit

Country Status (1)

Country Link
US (1) US2746580A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3129792A (en) * 1960-08-31 1964-04-21 Jacob M Gwynne Nailable metal structural members
US3905171A (en) * 1972-02-28 1975-09-16 Don A Cargill Building panels
US4442650A (en) * 1977-12-15 1984-04-17 Sivachenko Eugene W Girder construction
EP0130583A2 (en) * 1983-06-29 1985-01-09 Rockwell International Corporation Thick core sandwich structures and method of fabrication thereof
US4655021A (en) * 1984-11-09 1987-04-07 Antonio Eliano Paglianti Reticular structure

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US814689A (en) * 1905-07-13 1906-03-13 Monolith Steel Company Inc Metal open-work fabric.
US1526463A (en) * 1923-11-26 1925-02-17 Dawson George Hives Trussed structure
US1604150A (en) * 1917-11-17 1926-10-26 Dornier Claudius Girdel
US1646974A (en) * 1926-08-20 1927-10-25 Fredellia H Moyer Method of welding structural members
US1680976A (en) * 1925-11-04 1928-08-14 Frease Hurxthal Field Trussed structure
US1746201A (en) * 1926-04-23 1930-02-04 Armen H Tashjian Metallic structural element
US1745577A (en) * 1927-06-21 1930-02-04 Klovrza Josef Mast
US2106084A (en) * 1936-11-09 1938-01-18 Reynolds Corp Joist suspension

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US814689A (en) * 1905-07-13 1906-03-13 Monolith Steel Company Inc Metal open-work fabric.
US1604150A (en) * 1917-11-17 1926-10-26 Dornier Claudius Girdel
US1526463A (en) * 1923-11-26 1925-02-17 Dawson George Hives Trussed structure
US1680976A (en) * 1925-11-04 1928-08-14 Frease Hurxthal Field Trussed structure
US1746201A (en) * 1926-04-23 1930-02-04 Armen H Tashjian Metallic structural element
US1646974A (en) * 1926-08-20 1927-10-25 Fredellia H Moyer Method of welding structural members
US1745577A (en) * 1927-06-21 1930-02-04 Klovrza Josef Mast
US2106084A (en) * 1936-11-09 1938-01-18 Reynolds Corp Joist suspension

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3129792A (en) * 1960-08-31 1964-04-21 Jacob M Gwynne Nailable metal structural members
US3905171A (en) * 1972-02-28 1975-09-16 Don A Cargill Building panels
US4442650A (en) * 1977-12-15 1984-04-17 Sivachenko Eugene W Girder construction
EP0130583A2 (en) * 1983-06-29 1985-01-09 Rockwell International Corporation Thick core sandwich structures and method of fabrication thereof
EP0130583A3 (en) * 1983-06-29 1987-08-05 Rockwell International Corporation Thick core sandwich structures and method of fabrication thereof
US4655021A (en) * 1984-11-09 1987-04-07 Antonio Eliano Paglianti Reticular structure

Similar Documents

Publication Publication Date Title
US3221467A (en) Structural member
US3043408A (en) Metallic framing element
US2630890A (en) Multiple tubular section structural member
US2088781A (en) Studding structure
US5678381A (en) Insulated beam
US8171696B2 (en) Metal stud
US3596421A (en) Structural beam for supporting concrete flooring
US2029645A (en) Structural element
US1936147A (en) Floor or roof joist construction
US4160350A (en) Floor joist plate
US1372741A (en) Expanded-metal lath
US2746580A (en) Structural unit
US656275A (en) Metal clip for uniting and spacing beams and bars in steel building construction, &c.
KR840007451A (en) Double Top Chord
US2950789A (en) Metal structural units
US2112480A (en) Joist
US1918345A (en) Joist, beam, girder, and the like
US2052024A (en) Metal stud for buildings
US1725414A (en) Structural bracing member
US3239035A (en) Exposed ceiling grid system
US3444664A (en) Ribbed web girder
US1931889A (en) Metal cove and bracket
US1339912A (en) Mold-panel
US2924310A (en) Long span deck member
US735228A (en) Composite structure.