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US3091313A - Long span deck member - Google Patents

Long span deck member Download PDF

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US3091313A
US3091313A US721203A US72120358A US3091313A US 3091313 A US3091313 A US 3091313A US 721203 A US721203 A US 721203A US 72120358 A US72120358 A US 72120358A US 3091313 A US3091313 A US 3091313A
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deck
long span
upper chord
construction
chord member
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US721203A
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Dan L Colbath
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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
    • E04C3/08Joists; 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
    • 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
    • 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

  • a floor and roof construction which includes a plurality of truss-type joists which are disposed at relatively close intervals and which have disposed in overlying relation thereto a deck member, which deck member may either serve as the deck surface, or may have poured thereover a thin layer of concrete or other material applied in a suitable manner.
  • a deck member which deck member may either serve as the deck surface, or may have poured thereover a thin layer of concrete or other material applied in a suitable manner.
  • Another object of this invention is to provide a long span deck member for the formation of trusses or joists in the construction of floors and roofs, the long span deck member including the normal sheet metal deck which is utilized as the top chord thereof and which has secured thereto the web and bottom chord of the trusses.
  • a further object of this invention is to provide an improved floor or roof structure, which structure for all practical purposes is the same as the conventional beam, joist and sheet metal deck forming construction, but which combines the joists and deck and relies upon the deck forming member as the upper chord thus eliminating the normal upper chord and the necessity of securing the deck forming member to the upper chord.
  • a further object of this invention is to provide a long span deck member, the long deck member being in the form of a self-contained unit which includes an upper chord comprising a deck forming member, a web and a lower chord, each of the long span deck members being separately supportable and being norm-ally connected together by merely overlapping and fastening with selftapping screws adjacent edge portions of the upper chords thereof.
  • FIGURE 1 is a fragmentaryperspective view as viewed from the underside of one end of the long span deck member which is the subject of this invention
  • FIGURE 2 is an enlarged fragmentary longitudinal sectional view taken substantially upon the plane indicated by the section line 22 of FIGURE 1 and shows further the details of construction of the long span deck member;
  • FIGURE 3 is a transverse sectional View taken through the long span deck member and shows the general construction of the upper chord member, the lower chord member and a web unit connecting together the two.
  • FIGURES l, 2 and 3 of the drawings are ice Illustrated in FIGURES l, 2 and 3 of the drawings.
  • the long span deck member is referred to in general by the reference numeral 10 and includes an upper chord, which is referred to in general by the reference numeral 12, a lower chord member, which is referred to in general by the refer-ence numeral 14, and an open web, which is referred to in general by the reference numeral 16.
  • the upper chord member is a deck forming member and is preferably rolled of sheet metal having longitudinally extending, transversely spaced convolutions whereby bending of the upper chord member 12 from its plane is resisted.
  • the upper chord member 12 includes a plurality of uppermost deck forming areas 18 which are separated by trough portions 20. It is to be noted that the upper chord member 12 terminates in partial trough forming portions 22 at opposite edges thereof. The purpose of this construction is to permit adjacent upper chord members 12 of adjacent long span deck units to be disposed in overlapping interlocked relation.
  • the lower chord member 14 is preferably in the form of a V-shaped structural member 24, although the cross-section of the member 24 could vary and could be channel-shaped or some other shape, if desired.
  • the web 16 includes a web unit which is referred to in general by the reference numeral 26 and comprises a V-shaped strut 28 having a pair of legs 30 of a channelshaped cross section integrally connected as at 32.
  • the upper ends of the legs 30 are flattened as at 34 and are secured by welding to the undersides of the outermost ones of the deck forming areas 18.
  • the web unit 26 also includes a purlin 36. Each purlin 36 extends between and is secured to upper portions of the legs 30' and directly underlies and engages the undersides of the trough portions 20.
  • the web 16 also includes diagonals 38.
  • the interior diagonals 38 are of a V-shaped cross section with fiattened ends, and extend between the upper ends of struts 28 and the lower chord member 14 and are secured thereto by welding.
  • transverse seat forming plates 40 Disposed at opposite ends of the long span deck member 10 are transverse seat forming plates 40.
  • the seat forming plates 48 are secured to the undersides of the trough portions 20 and include flat seat forming parts 42 and downwardly and longitudinally sloping connecting parts '44.
  • the ends of the lower chord member 14 terminate short of the ends of the upper chord member 12 and the ends of the exterior diagonals 48 are welded to the parts 44 and the corresponding ends of the lower chord member 14, as is best shown in FIGURE 1.
  • the long span deck member 10 there has been provided a self-sustaining unit which requires a minimum of steel and while it may be easily fabricated, also reduces the construction time required for the formation of a floor or roof.
  • the normal deck forming member as the upper chord member of the truss and by preferably making the truss triangular in cross-section, it will be seen that the normal or conventional upper chord member or chord members are no longer required.
  • the normal deck forming member has sufficient strength to function as the upper chord member and thereby the same strength is obtained with the elimination of the metal usually provided in the upper chord members.
  • the long span deck units are self-sustaining units, it is merely necessary that they be positioned and anchored with respect to the beams (not shown) on which the opposite ends thereof seat.
  • a long span deck unit of the self-sustaining truss-type comprising an upper chord member, a lower chord :mem ber and an open web fixedly interconnecting said upper chord member and said lower chord member, said upper chord member consisting solely of an elongated straight sheet metal deck forming member corn-prising a plurality of flat, elongated deck members disposed in side-by-side relation and lying in a common plane, said open web being secured directly to said deck forming member, said deck forming member having longitudinal extending, transversely spaced eonvolutions whereby bending of said deck forming member from its plane is resisted, said open web including V-shaped struts extending between and secured directly to said upper chord member and said lower chord member and said open web including diagonal members in pairs extending diagonally from the top of each V-shaped strut to the lower chord member at the location of the next li shaped strut, transverse seat forming end plates disposed at opposite ends of said upper chord member and secured to the underside of

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

May 28, 1963 D. L. COLBATH LONG SPAN DECK MEMBER Filed March 13, 1958 g m M m I M E M 01 E M C K L m @w 0 w United States Patent 3,091,313 LONG SPAN DECK MEMBER Dan L. Colbath, 4707 Cedar Springs Road, Dallas 19, Tex. Filed Mar. 13, 1958, Ser. No. 721,203 1 Claim. (Cl. 189--37) This invention relates in general to new and useful improvements in building construction, and more specifically to a new long span deck member especially adapted for the construction of roofs and floors.
In the construction of buildings at the present time, in addition to the normal construction such as a floor, a roof formed of beams, joists and floorboards, or a reinforced concrete flooring, there is also used a floor and roof construction which includes a plurality of truss-type joists which are disposed at relatively close intervals and which have disposed in overlying relation thereto a deck member, which deck member may either serve as the deck surface, or may have poured thereover a thin layer of concrete or other material applied in a suitable manner. However, such a construction requires an unnecessary amount of steel and also requires additional steps in the erection thereof.
It is therefore the primary object of this invention to provide a long span deck member which is so constructed that it is self-supporting thereby eliminating the requirement for supporting joists.
Another object of this invention is to provide a long span deck member for the formation of trusses or joists in the construction of floors and roofs, the long span deck member including the normal sheet metal deck which is utilized as the top chord thereof and which has secured thereto the web and bottom chord of the trusses.
A further object of this invention is to provide an improved floor or roof structure, which structure for all practical purposes is the same as the conventional beam, joist and sheet metal deck forming construction, but which combines the joists and deck and relies upon the deck forming member as the upper chord thus eliminating the normal upper chord and the necessity of securing the deck forming member to the upper chord.
A further object of this invention is to provide a long span deck member, the long deck member being in the form of a self-contained unit which includes an upper chord comprising a deck forming member, a web and a lower chord, each of the long span deck members being separately supportable and being norm-ally connected together by merely overlapping and fastening with selftapping screws adjacent edge portions of the upper chords thereof.
These together with other objects and advantages which will become subsequently apparent reside in the details of construction and operation as more fully hereinafter described and claimed, reference being had to the accompanying drawings forming a part hereof, wherein like numerals refer to like parts throughout, and in which:
FIGURE 1 is a fragmentaryperspective view as viewed from the underside of one end of the long span deck member which is the subject of this invention;
FIGURE 2 is an enlarged fragmentary longitudinal sectional view taken substantially upon the plane indicated by the section line 22 of FIGURE 1 and shows further the details of construction of the long span deck member; and
FIGURE 3 is a transverse sectional View taken through the long span deck member and shows the general construction of the upper chord member, the lower chord member and a web unit connecting together the two.
This application is a continuation in part of my application Serial No. 404,334, filed January 15, 1954, now Patent No. 2,924,310 of February 9, 1960.
3,091,313 Patented May 28, 1963 ice Illustrated in FIGURES l, 2 and 3 of the drawings is a long span deck member which conforms to the spirit of my invention, as disclosed in my prior application, but which is slightly modified in structural details. The long span deck member is referred to in general by the reference numeral 10 and includes an upper chord, which is referred to in general by the reference numeral 12, a lower chord member, which is referred to in general by the refer-ence numeral 14, and an open web, which is referred to in general by the reference numeral 16.
In accordance with the spirit of the invention, the upper chord member is a deck forming member and is preferably rolled of sheet metal having longitudinally extending, transversely spaced convolutions whereby bending of the upper chord member 12 from its plane is resisted. The upper chord member 12 includes a plurality of uppermost deck forming areas 18 which are separated by trough portions 20. It is to be noted that the upper chord member 12 terminates in partial trough forming portions 22 at opposite edges thereof. The purpose of this construction is to permit adjacent upper chord members 12 of adjacent long span deck units to be disposed in overlapping interlocked relation.
As noted in FIGURE 3 in particular, the lower chord member 14 is preferably in the form of a V-shaped structural member 24, although the cross-section of the member 24 could vary and could be channel-shaped or some other shape, if desired.
The web 16 includes a web unit which is referred to in general by the reference numeral 26 and comprises a V-shaped strut 28 having a pair of legs 30 of a channelshaped cross section integrally connected as at 32. The upper ends of the legs 30 are flattened as at 34 and are secured by welding to the undersides of the outermost ones of the deck forming areas 18. The web unit 26 also includes a purlin 36. Each purlin 36 extends between and is secured to upper portions of the legs 30' and directly underlies and engages the undersides of the trough portions 20.
The web 16 also includes diagonals 38. The interior diagonals 38 are of a V-shaped cross section with fiattened ends, and extend between the upper ends of struts 28 and the lower chord member 14 and are secured thereto by welding.
Disposed at opposite ends of the long span deck member 10 are transverse seat forming plates 40. The seat forming plates 48 are secured to the undersides of the trough portions 20 and include flat seat forming parts 42 and downwardly and longitudinally sloping connecting parts '44. The ends of the lower chord member 14 terminate short of the ends of the upper chord member 12 and the ends of the exterior diagonals 48 are welded to the parts 44 and the corresponding ends of the lower chord member 14, as is best shown in FIGURE 1.
From the foregoing description of the long span deck member 10 it will be seen that there has been provided a self-sustaining unit which requires a minimum of steel and while it may be easily fabricated, also reduces the construction time required for the formation of a floor or roof. By utilizing the normal deck forming member as the upper chord member of the truss and by preferably making the truss triangular in cross-section, it will be seen that the normal or conventional upper chord member or chord members are no longer required. At the same time, the normal deck forming member has sufficient strength to function as the upper chord member and thereby the same strength is obtained with the elimination of the metal usually provided in the upper chord members. Further, because the long span deck units are self-sustaining units, it is merely necessary that they be positioned and anchored with respect to the beams (not shown) on which the opposite ends thereof seat.
This greatly increases the rate of erection. It is also to be understood that in use, it may be desired to provide a suitable covering over the upper chord member 12. This may be in the form of a thin concrete layer, or of a built-up roof over a layer of insulating material, or the like. The construction of this will be conventional as has been used in the past and in no Way involves the present invention.
The foregoing is considered as illustrative only of the principles of the invention. Further, since numerous modifications and changes will readily occur to those skilled in the art, it is not desired to limit the invention to the exact construction and operation shown and described, and accordingly all suitable modifications and equivalents may be resorted to, falling within the scope of the invention as claimed.
What is claimed as new is as follows:
A long span deck unit of the self-sustaining truss-type comprising an upper chord member, a lower chord :mem ber and an open web fixedly interconnecting said upper chord member and said lower chord member, said upper chord member consisting solely of an elongated straight sheet metal deck forming member corn-prising a plurality of flat, elongated deck members disposed in side-by-side relation and lying in a common plane, said open web being secured directly to said deck forming member, said deck forming member having longitudinal extending, transversely spaced eonvolutions whereby bending of said deck forming member from its plane is resisted, said open web including V-shaped struts extending between and secured directly to said upper chord member and said lower chord member and said open web including diagonal members in pairs extending diagonally from the top of each V-shaped strut to the lower chord member at the location of the next li shaped strut, transverse seat forming end plates disposed at opposite ends of said upper chord member and secured to the underside of said troughs, and upwardly and longitudinally sloping diagonal members extending between said end plates and ends of said lower chord member, said lower chord member being shorter than said upper chord member.
References Cited in the file of this patent UNITED STATES PATENTS 1,880,480 Ragsdale Oct. 4, 1932 1,949,818 Tarbox Mar. 6, 1934 1,991,682 Kahn et a1. Feb. 19, 1935 2,241,617 Rub-in May 13, 1941 2,256,812 Miller Sept. 23, 1941 2,473,976 Timm June 21, 1949 2,624,430 Maoomber Jan. 6, 1953 2,662,272 Macomber Dec. 15, 1953 2,924,310 Colbath Feb. 9, 1960 FOREIGN PATENTS 405,279 Great Britain Ian. 29, 1934 30 printed July 26, 1956 (K1 37BG 302
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Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3175653A (en) * 1961-10-16 1965-03-30 Charles C Law Deck construction
US3247629A (en) * 1962-06-05 1966-04-26 Behlen Mfg Company Inc Catenary roof structure
US3345792A (en) * 1965-08-30 1967-10-10 Holdsworth & Company Inc Wood deck structure
US3394419A (en) * 1965-04-09 1968-07-30 Beteiligungs & Patentverw Gmbh Road construction
US3800490A (en) * 1971-08-19 1974-04-02 J Conte Building structure for floors and roofs
US4100708A (en) * 1977-01-10 1978-07-18 Anatoly Pavlovich Bobrovnikov Building roofing structure
US4890429A (en) * 1986-03-13 1990-01-02 Starch Industries, Pty. Ltd. Building truss
WO1994001635A1 (en) * 1992-07-10 1994-01-20 Breitenbach John D Composite-action roof truss system
US20050066609A1 (en) * 2003-09-26 2005-03-31 Olah Timothy J. Preassembled roof and floor deck panel system
US20100132283A1 (en) * 2008-05-14 2010-06-03 Plattforms, Inc. Precast composite structural floor system
US8381485B2 (en) 2010-05-04 2013-02-26 Plattforms, Inc. Precast composite structural floor system
US8453406B2 (en) 2010-05-04 2013-06-04 Plattforms, Inc. Precast composite structural girder and floor system
US8499511B2 (en) 2008-05-14 2013-08-06 Plattforms Inc. Precast composite structural floor system
EP2744951A4 (en) * 2011-08-18 2015-01-14 King Solomon Creative Entpr Corp Wide span static structure
US20240110442A1 (en) * 2017-05-10 2024-04-04 Werner Co. Ceiling ladder, deep step and method
US12110742B2 (en) 2016-12-14 2024-10-08 Werner Co. Ladder with wide rung

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1880480A (en) * 1929-09-13 1932-10-04 Budd Edward G Mfg Co Airplane structure and method of making same
GB405279A (en) * 1932-07-28 1934-01-29 William Herbert Smith Improvements relating to supports such as centering, shuttering, scaffolding and thelike
US1949818A (en) * 1930-07-22 1934-03-06 Edw G Budd Mfg Company Truss member for aircraft and the like
US1991682A (en) * 1931-10-08 1935-02-19 Truscon Steel Co Building truss structure
US2241617A (en) * 1940-07-27 1941-05-13 Allen I Rubin Triangular joist
US2256812A (en) * 1939-10-06 1941-09-23 William B Miller Method of fabricating joists
US2473976A (en) * 1944-01-19 1949-06-21 John C Timm Metallic structural element
US2624430A (en) * 1949-06-18 1953-01-06 Macomber Inc Fabricated joist
US2662272A (en) * 1949-02-15 1953-12-15 Macomber Inc Manufacture of fabricated joists
US2924310A (en) * 1954-01-15 1960-02-09 Dan L Colbath Long span deck member

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1880480A (en) * 1929-09-13 1932-10-04 Budd Edward G Mfg Co Airplane structure and method of making same
US1949818A (en) * 1930-07-22 1934-03-06 Edw G Budd Mfg Company Truss member for aircraft and the like
US1991682A (en) * 1931-10-08 1935-02-19 Truscon Steel Co Building truss structure
GB405279A (en) * 1932-07-28 1934-01-29 William Herbert Smith Improvements relating to supports such as centering, shuttering, scaffolding and thelike
US2256812A (en) * 1939-10-06 1941-09-23 William B Miller Method of fabricating joists
US2241617A (en) * 1940-07-27 1941-05-13 Allen I Rubin Triangular joist
US2473976A (en) * 1944-01-19 1949-06-21 John C Timm Metallic structural element
US2662272A (en) * 1949-02-15 1953-12-15 Macomber Inc Manufacture of fabricated joists
US2624430A (en) * 1949-06-18 1953-01-06 Macomber Inc Fabricated joist
US2924310A (en) * 1954-01-15 1960-02-09 Dan L Colbath Long span deck member

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3175653A (en) * 1961-10-16 1965-03-30 Charles C Law Deck construction
US3247629A (en) * 1962-06-05 1966-04-26 Behlen Mfg Company Inc Catenary roof structure
US3394419A (en) * 1965-04-09 1968-07-30 Beteiligungs & Patentverw Gmbh Road construction
US3345792A (en) * 1965-08-30 1967-10-10 Holdsworth & Company Inc Wood deck structure
US3800490A (en) * 1971-08-19 1974-04-02 J Conte Building structure for floors and roofs
US4100708A (en) * 1977-01-10 1978-07-18 Anatoly Pavlovich Bobrovnikov Building roofing structure
US4890429A (en) * 1986-03-13 1990-01-02 Starch Industries, Pty. Ltd. Building truss
WO1994001635A1 (en) * 1992-07-10 1994-01-20 Breitenbach John D Composite-action roof truss system
US20050066609A1 (en) * 2003-09-26 2005-03-31 Olah Timothy J. Preassembled roof and floor deck panel system
US8297017B2 (en) * 2008-05-14 2012-10-30 Plattforms, Inc. Precast composite structural floor system
US20100132283A1 (en) * 2008-05-14 2010-06-03 Plattforms, Inc. Precast composite structural floor system
US8499511B2 (en) 2008-05-14 2013-08-06 Plattforms Inc. Precast composite structural floor system
US8745930B2 (en) 2008-05-14 2014-06-10 Plattforms, Inc Precast composite structural floor system
US8381485B2 (en) 2010-05-04 2013-02-26 Plattforms, Inc. Precast composite structural floor system
US8453406B2 (en) 2010-05-04 2013-06-04 Plattforms, Inc. Precast composite structural girder and floor system
EP2744951A4 (en) * 2011-08-18 2015-01-14 King Solomon Creative Entpr Corp Wide span static structure
US9273458B2 (en) 2011-08-18 2016-03-01 King Solomon Creative Enterprises Corp. Wide span static structure
US12110742B2 (en) 2016-12-14 2024-10-08 Werner Co. Ladder with wide rung
US20240110442A1 (en) * 2017-05-10 2024-04-04 Werner Co. Ceiling ladder, deep step and method
US12196041B2 (en) * 2017-05-10 2025-01-14 Werner Co. Ceiling ladder, deep step and method

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