US2675896A - Structural element - Google Patents

Structural element Download PDF

Info

Publication number
US2675896A
US2675896A US48450A US4845048A US2675896A US 2675896 A US2675896 A US 2675896A US 48450 A US48450 A US 48450A US 4845048 A US4845048 A US 4845048A US 2675896 A US2675896 A US 2675896A
Authority
US
United States
Prior art keywords
members
portions
structural
another
similar
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
US48450A
Inventor
Clarence E Van Pelt
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 US48450A priority Critical patent/US2675896A/en
Application granted granted Critical
Publication of US2675896A publication Critical patent/US2675896A/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
    • E04C3/06Joists; 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
    • 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
    • E04C2003/0447Joists; 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 circular- or oval-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
    • E04C2003/0465Joists; 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 square- or rectangular-shaped

Definitions

  • This invention relates to building structures and structural elements.
  • One object of this invention is to provide a building structure which is built up of sheet metal structural members having provision for receiv- .ing nails or similar fasteners by which the metal members are held together, thereby eliminating the need for riveting, welding or bolting the structural members together and consequently eliminating the need for the skilled labor ordinarily required for erecting a building structure from metal structural members, such as structural steel.
  • Another object is to provide a building structure of the foregoing type wherein the various structural metal members are held together by connectors of T-shaped, Y-shaped or V-shaped form, particularly where a window frame is to be provided in the building structure.
  • Another object is to provide a building structure composed of rolled sheet metal structural members having nail-receiving grooves or troughs of zig-zag cross-section extending into the interior of the members, the bottom portions of the grooves being preferably secured to one another by welding or crimping.
  • Figure 1 is a side elevation of a portion of a building structure, made up of structural members, according to a preferred form of the invention
  • FIG. 2 is an enlarged fragmentary horizontal section taken along the line 2-2 in Figure 1;
  • Figure 3 is a perspective view of a portion of a structural member, according to a preferred form of the invention. 7 t
  • Figure 4 is a top plan view of a portion of a modified structural member according to the invention.
  • Figure 5 is a left-hand end elevation of the modified structural members shown in Figure 4.
  • Figure 6 is an end elevation of a further modified structural member according to the inven-- tion.
  • Figure l is an end elevation of a still further modified structural member, as employed for a wider stud where greater strength is required or wider space is to be filled.
  • Figure 1 shows a portion or unit of a building structure
  • the studs l2 are shown as interconnected by upper and lower cross-members l3 which, for example, form a window frame in cooperation with the studs [2.
  • the studs [2, joists I! and cross-members I3 are held together by connectors It as described below.
  • the structural members obliquely or diagonally such as by obliquebraces or knee members l5 (one only being shown)
  • the latter are connected to the joists H and studs 12 by connectors [6 of approximately Y-shaped or V-shaped form, as also described below. While the portion [0 has been described as vertical and forming a portion of the sidewall framework of a building, it is obvious that the same portion may be mounted horizontally to form the floor, ceiling or roof framework.
  • the joists H and studs l2 are of similar form ( Figures 2 and 3) and consist of hollow beams of approximately rectangular cross-section with inwardly-extending nail-receiving grooves or troughs H and I8 directed inwardly from opposite sides of the member II or l2.
  • the opposite side walls l9 and 20 of the grooves or troughs I1 and i8 are of zig-zag cross-section so that their inner portions avoid conflicting with one another, although starting from opposite sides of the structural member and approximately in alignment with one another in their outer portions 2 l
  • the intermediate portions 22 of the side walls l8 and I9 are inclined relatively to the outer portions 2 I, the inner portions 23 being bent back parallel with the outer portions 2!.
  • the inner edges of the side walls) and 20 are inclined toward one another and secured to one another by welding as at 24.
  • half members 25 and 26 of generally similar configuration are formed by rollingelongated strips of meta1 between forming rolls in a conventional rolling mill (not shown).
  • the side portions 21 of each member are rolled upward from the connecting portion or base portion 28 so as to form a channel-like member, the side wall portions [9 and 20 of the nailreceiving grooves or troughs l1 and 18 being rolled into position approximately parallel to one another yet slightly ofi-set to avoid interference.
  • the half member 26 is formed in a similar mannerin a rolling mill, together with its base portion 29 and side portions to, the groove side wall portions is being formed by bending the free edges toward one another in an off-set manner similar to the formation or" the portions 26.
  • the half members 25 and 26 are then assembled by placing them side by side, as shown in Figure 2, so that their groove side walls 19 and 20 lie alongside one another, whereupon their inner meeting edges are welded or otherwise secured to one another as at 26.
  • the gap between their side portions 2! and 30 is bridged at intervals by welded bridge members 3!.
  • the joining of the side walls It and 20 in one of the grooves H or 18 may optionally be facilitated by spreading the sidewalls l9 and 20 of the other groove apartwhile the weld 24 is being made on one set of side walls.
  • the Weld 2 5 is preferably continuous alone the inner edge.
  • the necessary structural members such as the joists Hand studs i2 are placed in their proper relative positions, preferably on a horizontal surface such as the ground, and the connectors is or it placed in their necessary positions ( Figure l).
  • the connectors I4 are of T-shaped sheet metal and the connectors it of approximately Y-shaped or V-shaped sheet metal. Both are perforated at intervals as at 32 in order to receive nails or similar fasteners 33.
  • the nail holes 32 of the connectors M or I 6 are lined up with the mouths of the grooves 11 or 8, whereupon nails 33 are inserted in the holes 32 and hammered into the grooves or troughs H or 18 by the use of ordinary hammers.
  • a pair of cross members l3 of similar construction to the studs l2 and joists H are mounted between the studs l2 and nailed into position by nails 33 inserted through the holes 32 in the manner previously described. If knee braces it are required, these are similarly inserted at their proper places by means of the Y-shaped or V.-shaped connectors l6 and nailed into place in. a manner similar to that described previously in connection with the T-shaped connectors M.
  • the erection of the building framework thus proceeds in the foregoing manner as each unit or structure it] is completed and raised or hoisted into position and secured by connectors M or IS.
  • the siding on the outside of the building or wall board on the inside may then be nailed into position by means of nails hammered through the siding or boards, the points of the nails entering the grooves or troughs H or iii.
  • the nail passes into the groove or trough, it is bent laterally when it reaches the oblique portions 22 ( Figure 2) and then is further bent when it reaches the portions 23 parallel to the outer portions 2!. Thiszig-zag bending of the nails-33 prevents their being withdrawn acci- 7 dentally or by the application of ordinary force.
  • the variousstructural members of the building are -thusjheld together. firmly and permanently .similar to the structural member i l shown in Figures 1 and 2, and similar parts are similarly designated.
  • the welded connection 2% of the groove bottoms shown in Figure 2 how ever, in the modification of Figure 3 one of the side walls E9 or 20 is made of greater width than the other, so as to provide a bent-over portion 4!.
  • the latter is bent around the edge oi the opposite side wall 28 or E9 and its free edge portion 43 clinched against the edge portion so as to firmly secure the parts together.
  • are also welded at intervals along the mouth of the groove as in the case of the structural member I I in order to tie the corresponding halves 25 and 26 together.
  • the modified structural member generally designated'50 shown in Figures 4 and 5 of tubular construction wherein the main portion 55 is of circular or rather annular cross-section, the free edges being bent inward to form groove walls 52 and 53 of zig-zag cross-section.
  • Bridge members are also welded in position at intervals along the mouth of the groove or trough 59 in order to tie the groove walls 52 and 53 together.
  • the modified structural element Ed shown in Figure G- is somewhat similar to the structural member 50, similar parts of the groove walls and 53 being designated with similar reference numerals.
  • the main portion 5! is of rectan lar cross section with a bottom or main wall side walls 63 and top walls (5%, the free which form the groove walls 52 and 53.
  • the modified structural member generally designated 10 shown in Figure '7 is generally similar to thestructural member I! shown in Figure except that'it is provided with wider sides 1 from which the nailing grooves or troughs inward.
  • the structural member it is theref re of approximately square cross-section and is aecordingly of greater strength and will fill a wi space than the structural member l i which s of elongated or rectangular cross-section. Th nstallation and use of the structural memb is similar to that set forth in connection with the previously described forms of the invention.
  • a hollow fabricated frame member comprising an elongated sheet metal tubular structure of approximately rectangular cross-section, said structure including a pair of elongated channel members disposed in spaced parallel relationship with their channels and flanges facing one another, the inner edges of the opposing flanges terminating short of one another with a gap between each pair of opposing flanges, a nailreceiving trough having opposite side walls integral withsaid inner edges and spanning each gap, saidtrough extending into the interior of said structure from said inner edges of said spaced opposing channel flanges, said trough having spaced opposite, side.
  • Walls of zigzag crosssection said trough side walls having spaced substantially parallel outer portions, spaced substantially parallel intermediate portions inclined at obtuse angles to said outer portions, and spaced substantially parallel inner portions disposed at obtuse angles to said intermediate portions and disposed approximately parallel to said outer portions, said inner portions having inner edges secured to one another, said inner portions being spaced laterally apart from one another and ofiset laterally relatively to their respective outer portions.

Landscapes

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

Description

Feb
HTTYS R. m N 7 A 7 W; I. H In. I a ir m R Q m 7 R n n t m .n W m m m m E M m W n n April 20, 1954 c. E. VAN PELT STRUCTURAL ELEMENT Filed Sept. 9, 1948 Patented Apr. 2Q, 1954 UNITED STATE OFFICE 1 Claim.
This invention relates to building structures and structural elements.
One object of this invention is to provide a building structure which is built up of sheet metal structural members having provision for receiv- .ing nails or similar fasteners by which the metal members are held together, thereby eliminating the need for riveting, welding or bolting the structural members together and consequently eliminating the need for the skilled labor ordinarily required for erecting a building structure from metal structural members, such as structural steel.
Another object is to provide a building structure of the foregoing type wherein the various structural metal members are held together by connectors of T-shaped, Y-shaped or V-shaped form, particularly where a window frame is to be provided in the building structure.
Another object is to provide a building structure composed of rolled sheet metal structural members having nail-receiving grooves or troughs of zig-zag cross-section extending into the interior of the members, the bottom portions of the grooves being preferably secured to one another by welding or crimping.
In the drawings:
Figure 1 is a side elevation of a portion of a building structure, made up of structural members, according to a preferred form of the invention;
Figure 2 is an enlarged fragmentary horizontal section taken along the line 2-2 in Figure 1;
Figure 3 is a perspective view of a portion of a structural member, according to a preferred form of the invention; 7 t
Figure 4 is a top plan view of a portion of a modified structural member according to the invention;
Figure 5 is a left-hand end elevation of the modified structural members shown in Figure 4;
Figure 6 is an end elevation of a further modified structural member according to the inven-- tion; and
Figure l is an end elevation of a still further modified structural member, as employed for a wider stud where greater strength is required or wider space is to be filled.
Referring to the drawings in detail, Figure 1 shows a portion or unit of a building structure,
generally designated 10 according to a preferred form of the invention as including spaced horizontal members or joists II and spaced vertical members or studs I 2. The studs l2 are shown as interconnected by upper and lower cross-members l3 which, for example, form a window frame in cooperation with the studs [2. The studs [2, joists I! and cross-members I3 are held together by connectors It as described below. Where it is necessary to brace the structural members obliquely or diagonally, such as by obliquebraces or knee members l5 (one only being shown), the latter are connected to the joists H and studs 12 by connectors [6 of approximately Y-shaped or V-shaped form, as also described below. While the portion [0 has been described as vertical and forming a portion of the sidewall framework of a building, it is obvious that the same portion may be mounted horizontally to form the floor, ceiling or roof framework.
The joists H and studs l2 are of similar form (Figures 2 and 3) and consist of hollow beams of approximately rectangular cross-section with inwardly-extending nail-receiving grooves or troughs H and I8 directed inwardly from opposite sides of the member II or l2. The opposite side walls l9 and 20 of the grooves or troughs I1 and i8 are of zig-zag cross-section so that their inner portions avoid conflicting with one another, although starting from opposite sides of the structural member and approximately in alignment with one another in their outer portions 2 l To provide this result, the intermediate portions 22 of the side walls l8 and I9 are inclined relatively to the outer portions 2 I, the inner portions 23 being bent back parallel with the outer portions 2!. The inner edges of the side walls) and 20 are inclined toward one another and secured to one another by welding as at 24.
To form the structural members H, [2, I3 01' I5, half members 25 and 26 of generally similar configuration are formed by rollingelongated strips of meta1 between forming rolls in a conventional rolling mill (not shown). In this manner, the side portions 21 of each member are rolled upward from the connecting portion or base portion 28 so as to form a channel-like member, the side wall portions [9 and 20 of the nailreceiving grooves or troughs l1 and 18 being rolled into position approximately parallel to one another yet slightly ofi-set to avoid interference. The half member 26 is formed in a similar mannerin a rolling mill, together with its base portion 29 and side portions to, the groove side wall portions is being formed by bending the free edges toward one another in an off-set manner similar to the formation or" the portions 26.
The half members 25 and 26 are then assembled by placing them side by side, as shown in Figure 2, so that their groove side walls 19 and 20 lie alongside one another, whereupon their inner meeting edges are welded or otherwise secured to one another as at 26. In order to secure the half members 25 and 26 additionally to one another, the gap between their side portions 2! and 30 is bridged at intervals by welded bridge members 3!. The joining of the side walls It and 20 in one of the grooves H or 18 may optionally be facilitated by spreading the sidewalls l9 and 20 of the other groove apartwhile the weld 24 is being made on one set of side walls. The Weld 2 5 is preferably continuous alone the inner edge.
In order to erect a building structure It), the necessary structural members such as the joists Hand studs i2 are placed in their proper relative positions, preferably on a horizontal surface such as the ground, and the connectors is or it placed in their necessary positions (Figure l). The connectors I4 are of T-shaped sheet metal and the connectors it of approximately Y-shaped or V-shaped sheet metal. Both are perforated at intervals as at 32 in order to receive nails or similar fasteners 33. The nail holes 32 of the connectors M or I 6 are lined up with the mouths of the grooves 11 or 8, whereupon nails 33 are inserted in the holes 32 and hammered into the grooves or troughs H or 18 by the use of ordinary hammers. In this manner an unskilled workman or a workman skilled only in the erection of wooden structures, such as a carpenter, can easily build up the structures It! in subassemblies which may then be raised vertically and joined with other units similarly made by means of similar connectors I 5.
In order to form a window frame, a pair of cross members l3 of similar construction to the studs l2 and joists H are mounted between the studs l2 and nailed into position by nails 33 inserted through the holes 32 in the manner previously described. If knee braces it are required, these are similarly inserted at their proper places by means of the Y-shaped or V.-shaped connectors l6 and nailed into place in. a manner similar to that described previously in connection with the T-shaped connectors M.
The erection of the building framework thus proceeds in the foregoing manner as each unit or structure it] is completed and raised or hoisted into position and secured by connectors M or IS. The siding on the outside of the building or wall board on the inside may then be nailed into position by means of nails hammered through the siding or boards, the points of the nails entering the grooves or troughs H or iii. In each case, as the nail passes into the groove or trough, it is bent laterally when it reaches the oblique portions 22 (Figure 2) and then is further bent when it reaches the portions 23 parallel to the outer portions 2!. Thiszig-zag bending of the nails-33 prevents their being withdrawn acci- 7 dentally or by the application of ordinary force.
The variousstructural members of the building are -thusjheld together. firmly and permanently .similar to the structural member i l shown in Figures 1 and 2, and similar parts are similarly designated. Instead of the welded connection 2% of the groove bottoms shown in Figure 2, how ever, in the modification of Figure 3 one of the side walls E9 or 20 is made of greater width than the other, so as to provide a bent-over portion 4!. The latter is bent around the edge oi the opposite side wall 28 or E9 and its free edge portion 43 clinched against the edge portion so as to firmly secure the parts together. The bridge members 3| are also welded at intervals along the mouth of the groove as in the case of the structural member I I in order to tie the corresponding halves 25 and 26 together.
The modified structural member generally designated'50, shown in Figures 4 and 5 of tubular construction wherein the main portion 55 is of circular or rather annular cross-section, the free edges being bent inward to form groove walls 52 and 53 of zig-zag cross-section. con sist of outer portions 54', obliquely bent inter mediate portions 55 and reversely bent inner portions 55, the inner edges of which are secured to one another as by welding continuously along theirjunction 51. Bridge members are also welded in position at intervals along the mouth of the groove or trough 59 in order to tie the groove walls 52 and 53 together.
The modified structural element Ed shown in Figure G-is somewhat similar to the structural member 50, similar parts of the groove walls and 53 being designated with similar reference numerals. In the modified structural mem er 60 however, the main portion 5! is of rectan lar cross section with a bottom or main wall side walls 63 and top walls (5%, the free which form the groove walls 52 and 53.
the same manner as the structural members and '50 previously described.
The modified structural member generally designated 10 shown in Figure '7 is generally similar to thestructural member I! shown in Figure except that'it is provided with wider sides 1 from which the nailing grooves or troughs inward. The structural member it is theref re of approximately square cross-section and is aecordingly of greater strength and will fill a wi space than the structural member l i which s of elongated or rectangular cross-section. Th nstallation and use of the structural memb is similar to that set forth in connection with the previously described forms of the invention.
What I claim is:
A hollow fabricated frame member comprising an elongated sheet metal tubular structure of approximately rectangular cross-section, said structure including a pair of elongated channel members disposed in spaced parallel relationship with their channels and flanges facing one another, the inner edges of the opposing flanges terminating short of one another with a gap between each pair of opposing flanges, a nailreceiving trough having opposite side walls integral withsaid inner edges and spanning each gap, saidtrough extending into the interior of said structure from said inner edges of said spaced opposing channel flanges, said trough having spaced opposite, side. Walls of zigzag crosssection, said trough side walls having spaced substantially parallel outer portions, spaced substantially parallel intermediate portions inclined at obtuse angles to said outer portions, and spaced substantially parallel inner portions disposed at obtuse angles to said intermediate portions and disposed approximately parallel to said outer portions, said inner portions having inner edges secured to one another, said inner portions being spaced laterally apart from one another and ofiset laterally relatively to their respective outer portions.
References Cited in the file of this patent UNITED STATES PATENTS Number Number Name Date 1,906,096 Priddy Apr. 25, 1933 2,095,443 Jansen Oct. 12, 1937 2,171,540 Galkins et a1 Sept. 5, 1939 2,425,798 Hall Aug. 19, 1947 2,457,147 Hall Dec. 28, 1948 FOREIGN PATENTS Number Country Date 743,672 France of 1933 OTHER REFERENCES Plate XXXV of C'arpenters Assistant by James Newlands. Published by Blackie 8: Son, London, England, 1860.
US48450A 1948-09-09 1948-09-09 Structural element Expired - Lifetime US2675896A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US48450A US2675896A (en) 1948-09-09 1948-09-09 Structural element

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US48450A US2675896A (en) 1948-09-09 1948-09-09 Structural element

Publications (1)

Publication Number Publication Date
US2675896A true US2675896A (en) 1954-04-20

Family

ID=21954650

Family Applications (1)

Application Number Title Priority Date Filing Date
US48450A Expired - Lifetime US2675896A (en) 1948-09-09 1948-09-09 Structural element

Country Status (1)

Country Link
US (1) US2675896A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2910016A (en) * 1955-07-13 1959-10-27 Pullman Inc Vehicle floor construction
US2950789A (en) * 1956-08-13 1960-08-30 Davisbilt Steel Joist Inc Metal structural units
US3068967A (en) * 1958-11-03 1962-12-18 Mac Lean Fogg Lock Nut Co Nailable metal post structures
US3088420A (en) * 1955-07-13 1963-05-07 Pullman Inc Vehicle floor construction
US3282005A (en) * 1963-06-11 1966-11-01 Benco Inc Structural elements
US5657590A (en) * 1996-01-24 1997-08-19 Quanex Corporation Muntin bar assembly

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1900541A (en) * 1931-07-01 1933-03-07 Henry W Buelow Structural element
FR743672A (en) * 1933-04-03
US1906096A (en) * 1928-03-19 1933-04-25 Formed Steel Products Company Metal studding
US2095443A (en) * 1936-07-02 1937-10-12 Janline Tile Company Inc Tile
US2171540A (en) * 1936-10-28 1939-09-05 Raymond M Calkins Building construction
US2425798A (en) * 1944-03-29 1947-08-19 Great Lakes Steel Corp Metal nailing beam
US2457147A (en) * 1943-12-29 1948-12-28 Great Lakes Steel Corp Beam

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR743672A (en) * 1933-04-03
US1906096A (en) * 1928-03-19 1933-04-25 Formed Steel Products Company Metal studding
US1900541A (en) * 1931-07-01 1933-03-07 Henry W Buelow Structural element
US2095443A (en) * 1936-07-02 1937-10-12 Janline Tile Company Inc Tile
US2171540A (en) * 1936-10-28 1939-09-05 Raymond M Calkins Building construction
US2457147A (en) * 1943-12-29 1948-12-28 Great Lakes Steel Corp Beam
US2425798A (en) * 1944-03-29 1947-08-19 Great Lakes Steel Corp Metal nailing beam

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2910016A (en) * 1955-07-13 1959-10-27 Pullman Inc Vehicle floor construction
US3088420A (en) * 1955-07-13 1963-05-07 Pullman Inc Vehicle floor construction
US2950789A (en) * 1956-08-13 1960-08-30 Davisbilt Steel Joist Inc Metal structural units
US3068967A (en) * 1958-11-03 1962-12-18 Mac Lean Fogg Lock Nut Co Nailable metal post structures
US3282005A (en) * 1963-06-11 1966-11-01 Benco Inc Structural elements
US5657590A (en) * 1996-01-24 1997-08-19 Quanex Corporation Muntin bar assembly

Similar Documents

Publication Publication Date Title
US3543456A (en) Total lock building structure
US2200159A (en) Construction element
US4809480A (en) Building metal support apparatus and method
US1516096A (en) Building construction
US2114901A (en) Structural steel system
US2202783A (en) Wall structure
US1959880A (en) Metal building structure
US2071666A (en) Sectional metallic building construction
US5979136A (en) Prefabricated structure panel
US2675896A (en) Structural element
US2352807A (en) Sectional metallic building structure
US2225574A (en) Framing and furring structure for
US1930856A (en) Structural building frame
US10125485B2 (en) Modular structure system
US1124404A (en) Concrete building.
GB1566160A (en) Lintels
US2266599A (en) Prefabricated wall forming unit for building construction
US1955818A (en) Metallic frame for buildings
US2260105A (en) Frame construction for buildings
US2099077A (en) Building construction
US2882557A (en) Prefabricated house panels and method of assembling them
US1779325A (en) Sectional building construction
US1871976A (en) Sheet metal form and sheet metal lath
US2117996A (en) Housing structure and its construction
US2113875A (en) Hollow wall