US3708928A - Supporting structure - Google Patents

Supporting structure Download PDF

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Publication number
US3708928A
US3708928A US00025013A US3708928DA US3708928A US 3708928 A US3708928 A US 3708928A US 00025013 A US00025013 A US 00025013A US 3708928D A US3708928D A US 3708928DA US 3708928 A US3708928 A US 3708928A
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United States
Prior art keywords
chord
chords
eave
elements
extending
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Expired - Lifetime
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US00025013A
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English (en)
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G Gaspers
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KERN AG CONRAD
KERN C AG CH
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KERN AG CONRAD
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2409—Hooks, dovetails or other interlocking connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2451—Connections between closed section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2457—Beam to beam connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2487—Portico type structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2496—Shear bracing therefor

Definitions

  • a supporting structure is made upof a plurality of different structural elements or trusses each of which includes flanges which, for example, may be oriented in a vertical plane or in an oblique plane so that the individual elements may bednterconnected to form a supporting structure for example, for buildings, halls, sheds or the like.
  • the individual supporting elements include a truss adapted for use as a beam element which may be arranged in a completed structure as a cross member or beam, or as a vertical member or end support.
  • the beam element includes two spaced apart chords which may be arranged for example, in parallel relationship and which include flanges at each end which are advantageously arranged so that the flange connecting face of the two spaced apart members are oriented at the respective ends in a common plane.
  • the structural elements also include a truss adapted for use as a column, eave or edge element which comprises spaced chord members which are interconne'cted by suitable bracing struts which hold them in a defined orientation,- for example, in spaced parallel relationship.
  • the upper end of this member advantageously includes an obliquely extending or horizontally extending I Cross beam element which together with a lower cross beam strut member terminate in flanges in avertical plane to facilitate the juncture of the cave member to a connecting cross beam member having flanges at the connecting end which are oriented in the same vertical plane.
  • a base element having a lower portion which defines either a horizontal flat supporting base or a wheeled supporting structure.
  • the base element also includes flanges oriented in a'plane for connection to one or more of the beam elements placed thereabove in a completed structure.
  • a supporting structure for a whole-building or hall advantageously includes a plurality of open frames of U-shaped form constructed with the beam elements, eave elements,
  • Thebasic elements are formed so that they may be interconnected in a large variety of manners to form any desired building supporting structure.
  • This invention relates in general to building structures and in particular, to a new and useful building structure made up of a plurality of different types of individual supporting structural elements or trusses each of which terminate in joining flanges at their respective ends to facilitate their interengagement with another element. 7
  • the present invention is particularly applicable to the formation of supporting structures for halls or sheds and particularly temporary halls or sheds such as wheeled coverings for road buildings, or sheds which are employed in the construction of buildings or which form temporary storing halls.
  • the invention is an improvement over the prior art particularly in respect to the constructional details of the individual support elements and also in respect to a completed building structure formed of interconnected elements.
  • a complete building support structure may be formed from pie-formed building elements of basic construction.
  • the building elements include a beam or end support element or truss which is formed by spaced apart chord members which are interconnected by bracing elements or struts which extend obliquely.
  • chord elements may be oriented such that they are parallel or if desired such that one of the ends converge or diverge.
  • Each of the beam or end support elements advantageously have flanges at their common ends with engaging ends or coupling surfaces which are disposed in a common plane, for example, in a vertical plane, or in an oblique plane.
  • the beam or end supporting elements may be interconnected, for example, either to the bottom end or the side end of another supporting element which comprises a column, eave or edge element or truss.
  • the column, eave or edge element advantageously includes spaced chord members which are advantageously interconnected by bracing struts and held, for example, in a spaced parallel relationship such that the chord elements may, for example, be oriented vertically.
  • the column or eave elements also include a top chord member or outer element which, for example, may form a beam structure and which may if desired be oriented to extend obliquely or at an angle from the horizontal.
  • the column or eave element terminates, for example, at an end of one of the struts and also at the end of one of the cross beam members in flanges which, for example, may be oriented in a common plane which is identical with the common plane of the-flanges of a beam element which is to be joined thereto and which is to extend transversely therefrom.
  • the column or eave element may be connected at its lower end through appropriate flanges at such ends to one or more side support members or to an additional member in the form of a base element.
  • the base element advantageously includes either a structure with a flat base plate at its lower end or one which is provided with a supporting wheel.
  • the base cludes a male engaging member which may be a'ccomm'odated with a socket in the form of sleevemember which is carried on each of the beam elements and cave elements at spaced locations along their lengths.
  • I male engaging part carried on the bar members advantageously includes a ratchet or lock member which is depressed during entrance of the male member into the sleeve but which will engage behind the sleeve member when assembled.
  • a complete structural framing for a hall or shed advantageously includes only the basic elements enumerated above or one or more additional elements in accordance with requirements such as special members for forming an opening in a side wall of a hall for example.
  • a feature of the invention constructed is that all of the individual elements may be ,pre-formed and made up in a plurality of sizes of a few standardized elements.
  • an object of the invention to provide an improved building support structure which is made up of a plurality of. individual elementsv of predetermined constructional form, the elements including flanges at their ends to facilitate interconnecting of the elements, and all elements including load carrying outer chord members and interconnecting bracing.
  • a further object of the invention isto provide individual structural elements or trusses of standardized form, each of which advantageously includes spaced apart chord members interconnected and reinforced'by cross struts or braces and terminating in flanges at the ends of the chord members, the flanges at the common ends being oriented in a common plane which, for example, may be vertical or oblique.
  • a further object of the invention is to provide a building structure and individual structural elements for a building which are simple in design, rugged in construction, and economical to manufacture.
  • FIG. 3 is a side elevational view of another embodiment of aneave element, the first embodiment being shown at the top of FIG. 2; p
  • FIG. 4 is a side elevational view of another embodiment of base element, the other embodiment being shown at the bottom of FIG. 3;
  • H6. 5 is a side elevational view showing two separated beam elements in position for assembly together andof slightly modified construction from that indicated in'FIG. 2;
  • FIG. 6 is an elevational view of an assembly for a top side piece at the location of a door opening of the building indicated in FIG. 1;
  • FIG. 7 is an enlarged exploded fragmentary perspective view indicating the mannervin which the elements are interconnected.
  • FIG. 8 is an enlarged partial top perspective view indicating the connection of the brace elements to the frame of the building indicated in FIG. 1.
  • one or more beam or end support elements or trusses 32 of selected lengths for example, elements 32a and 32b may be joined together in accordance with the desired vertical or horizontal dimension which is to be achieved, with their respective chords 38 and 38', and 40 and 40 in end-abutting embodied therein in FIG. 1, comprises a building generally designated 10 which is made up of a plurality of pre-formed individual structural elements which may be easily interconnected and assembled together into an infinite variety of different structures of various heights, widths, and depths, for example, such as the hallstructure indicated.
  • v the building generally designated 10 which is made up of a plurality of pre-formed individual structural elements which may be easily interconnected and assembled together into an infinite variety of different structures of various heights, widths, and depths, for example, such as the hallstructure indicated.
  • the reinforced structure 10 is made up of a plurality of separate inverted U-shaped frame assemblies generally designated 12,14, 16, 18 and 20in FlG.-1.
  • Each frame assembly 12 to 20 is made of individual standardized structural elements which are selected as to size and joined together to form the variouslframe assemblies.
  • the frame assemblies 12,14, 18, and 20 include an upright side, support assembly or column generally designated 22 arranged on each side and obliquely extending beam or roof assemblies 24and 26 which intersect centrally at a peak 28 between the side support assemblies 22, 22.
  • the frame assembly 16 is located centrally within an access or door opening 30so that it only includes a single side support assembly 22.
  • the slope and the connections of the flange elements 44 determine the manner in which the individual elements will be oriented in respect to the horizontal or the vertical.
  • braces 50' which extendin a straight longitudinal direction for interconnecting frame assemblies suchas the frame assemblies 12 and 14 or extend obliquely or diagonally between the connecting frame assemblies.
  • Each side support assembly or column 22 will normally. include a base element 34 which comprises a flat base member 52 having an angled flatbase and "carrying achord member 54 on at least'one side which hasa flange 44 at its upper end arranged for engagement with the flange 44 ofthe beam element 32.
  • 'the base plate 52 is provided with a flange 44 and the two flanges are oriented in the same plane as definedby the 'flanges44 of the end support element 1 32.
  • each side assemblyor-column 22 may be formed as best indicated in FIG.- 2, from a plurality of individual standardized elements including a beam or-end support element or truss generally designated 32, a base element generally designated'34 and atop column oreave element or truss generally designated 36.
  • The, beam, or end support element or truss 32 includes two spaced chords or tubular members 38 and 40 which are held in a fixed orientation and reinforced by diagonal or obliquely extending tubular struts or braces 42 arranged in sinuousangularor geniculate pattern or configuration.
  • the chords or tubular members38 and 40,;in the arrangement indicated in FIG. 2, are held substantially parallel to'each other by the struts 42but they may of course be formed by the struts such that they diverge or converge at a selected end.
  • chord 3 8 The respective ends ofthe chord 3 8 are offset from the 1 ing flange '44'exte'nding outwardly therearound and disposed at a common angle to the horizontal in a plane which permits them to be joined to similar flange elements'44 ofthe top column or eave element 36 orthe base element 3 4.
  • chords 54' and 56 which are held in spaced parallel orientation by cross struts 42'.
  • the upper ends of the chords 54yand 56 are providedwith flanges 44 as in the otherembodiments.
  • the lower end of thechord 56 provides'a'mounting for a caster or bracket 58 carrying-a wheel '60 which maybe pivoted or arranged for movement of the associated frame in'a desired direction, for example, in a longitudinal direction.
  • the top column or eave element or truss36 includes parallelly arranged tubular chords 62 and 64 which are held in spaced relationship in a rhomboidal configuration and reinforcedfor loading by tubularcross strut members, 66arrangedin sinuous angular or geniculate pattern. or configuration.
  • the column'element 36 includes a horizontally extending cross strut tubular member 68 which is substantially perpendicular, to the chords- 62 and 64, and is continued by a widened portion 7.0 atthe exterior- (inside) of thelnormally'inner chord 64 and terminatesin a flange, ,44 which I is disposed in a verticalplane.
  • a top forming tubular chord member'72 extends from the top endof theout'er chord 62 to the top end of the inner .chord 64 and its axis" is disposed obliquely upwardly.
  • the top forming chord 72 closes one endof the column element rhomboidal configuration, the remaining end thereof being open,'and the chord 72 forms the topof thecolumn element or truss 36vwhen in normal use.
  • top column element 36 as indicated in FIG. 3 includes chords 62 and 64' of much lesser height than the embodiment indicated in FIG. 2.
  • flanges 44 at the lower ends of the chord 62' and 64' are oriented to define an oblique angle extending in an upward direction toward the exterior of the frame structure. This means that it can be joined to the next subjacent element such as a side support element 32 when the latter is arranged in a reversed position from that indicated in FIG. 2.
  • a beam support element or truss 32' may be joined to a side support assembly or column 22.
  • chords 40' and 38" are held by the struts 42" in a manner such that the chord axes extend upwardly toward the center of the frame structure.
  • One or more of the beam support elements32, for example, of thetypeindicated at 324 and 32b of FIG. S may be added until the desired center of the frame structure and the peak 28 as indicated in FIG. I is obtained.
  • a frame assembly 12 or the like is assembled, with the complete roof assembly 24, 26 including as the outermost elements 2 thereof two beam support elements or trusses 32' respectively connected to the top column elements or trusses 36 of the spaced apart side support assemblies or columns 22.
  • the 'roof trusses 32, 32a and 32b are interconnected and connected to the column trusses 36, by means of the several abutting flanges 44, to provide a pitched roof.
  • the upper chords 72,40", 38 and 38" of the several trusses are in coaxial alignment.
  • the individual frame elements 12, l4, l6 and 18, and 20 are interconnected both by parallelly arranged brace elements 50 and obliquely arranged brace elements 50 which are located at the top, or roof, and at the side.
  • the braces 50 which are inclined relative to the associated lower beam element 32 or top column element 36 form wind braces and are only necessary when wind forces are expected to be active on the structure.
  • the sleeves 46 are arranged with openings 46a oriented at the top and they are located as necessary to provide for the many connections of the braces 50 which may be desired.
  • pairs of first and second sleeves 46 are mounted on the truss chords 38, 38', 40", 62, 72, and others, with the sleeves in each pair in adjacent staggered relation for accommodating braces extending obliquely with respect to each other.
  • the sleeves are arranged with adjacent pairs of sleeves disposed on opposite sides of each chord, for mounting braces extending in opposite directions from the chord.
  • the male elements 48 carry pivotal locking members or pawls 74 which are deflected inwardly when the male members 48 are inserted into the socket-46 but which engage behind the sockets after they are in position'so that they prevent withdrawal or removal of the braces 50.
  • two elements for example, such as two beam forming elements 32a and 32b are fitted together so that the flanges 44 thereof abut and these flanges are secured together by inserting a bolt '76 through the openings 78 provided in the flanges and securing it in position with'a suitable nut 80.
  • the assembly shown in FIG. 6 includes two beam elements 32 and a central element 84 interconnected therebetween.
  • the element 84 includes a central beam member 86 which is secured to an outer end I of an associated beam support element 32.
  • a supporting structure particularly for use as a temporary structure, comprising a frame assembly, said frame assembly comprising atl'east one upright side support assembly and a roof assembly connected to and extending obliquely outwardly from the upper end of said upright side support assembly, said roof assembly includingat least one beam element, said upright side support assembly comprising at least a baseelernent and an eave element extending upwardly above said base element, said eave element comprising an upwardly extending outer chord and an upwardly extending inner chord, said outer and inner chords being disposed in laterally spaced relationship, a plurality of strut members positioned obliquely of said outer and inner chords with each strut member being connected at one end to said outer chord and at its other end to said inner chord, a top chord connected to and extending between the upper ends of said outer and inner chords, said top chord extending obliquely of said outer and inner'chords and extending upwardly from said outer chord to saidinner chord, means for connecting the upper end of
  • said means. including a fifth flange member located on each end of each of said chords of, said beam element, said fifth flange members being disposed transversely of said chords of said beam element and extending laterally outwardly from said chord said'frfth flange members located at the same endsof said chords being disposed in the same plane, at least one said beam element forming said roof assembly and being connected to and extending obliquely upwardly, from'the upper end of said eave element and having its chords disposed one above the other with the upper one of said chords disposed in alignment with the top chord of said eave element.
  • said base element comprises a base plate, at least one -chordextending upwardly from said base plate, said pair of fourth flange members disposed on said base element being arranged with one of saidfourth flange members located on the upper end of said wherein said struts are formed of tubular members.
  • said base element com rises an upwardly exsaid eave element, strut members extending obliquely between and connected to said inner and outer chords, a wheel connected to the lower endof said outer chord, and said pair of fourth flange inembei's being arranged each mounted on the top of a different one of said inner and outer chords of said base element.
  • said upright side support assembly includes at least one of said beam element's arranged between said baseelernent and said eave elementwith'said chords of said beam element in said upright side support as-' semblyextending upwardly and with one of said chords of said beam element in alignment with said inner chord of said eave element and the other said chord'of said beam element in alignment with said outer chord of said eave element.
  • top chord extends from said innerchord I11 thedirection away from said outer chord and said second flange-is secured to the end of said top chord

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Basic Packing Technique (AREA)
  • Packaging Of Annular Or Rod-Shaped Articles, Wearing Apparel, Cassettes, Or The Like (AREA)
  • Package Frames And Binding Bands (AREA)
US00025013A 1970-04-02 1970-04-02 Supporting structure Expired - Lifetime US3708928A (en)

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US2501370A 1970-04-02 1970-04-02

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AT (1) AT312228B (es)
BE (1) BE764846A (es)
DE (1) DE2115482A1 (es)
ES (1) ES196150Y (es)
FR (1) FR2085788B3 (es)
NL (1) NL7104358A (es)

Cited By (20)

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US3925942A (en) * 1973-11-12 1975-12-16 Space Age Ind Inc Modular structure formed of interconnected tubular members
US4070846A (en) * 1975-10-10 1978-01-31 Pentti Aimo Johannes Sohlberg Supporting framework for a shelter shed
US4187652A (en) * 1978-09-14 1980-02-12 Bobrovnikov Anatoly P Space structure of a roof covering for a building
US4246730A (en) * 1978-09-15 1981-01-27 Handelsonderneming Priva B.V. Support structure for a roof of an accomodation for cultivation
US4961297A (en) * 1988-12-07 1990-10-09 Bernard Samuel D Transportable weather resistant building enclosure
US5592789A (en) * 1995-06-13 1997-01-14 American Containment Systems, Inc. Modular supporting structure
WO1997005340A1 (en) * 1995-08-02 1997-02-13 Inter-Steel Structures, Inc. Modular frame building
US6212850B1 (en) * 1998-01-23 2001-04-10 John Branson Method and apparatus for structural conversion of poultry houses
US6460297B1 (en) 1999-12-21 2002-10-08 Inter-Steel Structures, Inc. Modular building frame
US6691488B2 (en) 1998-01-23 2004-02-17 John Branson Method and apparatus for structural conversion of poultry houses
US20050005537A1 (en) * 2003-06-23 2005-01-13 Rubbermaid Incorporated Shed roof truss adapted for storing long handle tools
US8528268B1 (en) * 2010-12-02 2013-09-10 Component Manufacturing Company Trilateral bracing structure for reinforcing a building frame structure
WO2013154609A2 (en) * 2011-12-01 2013-10-17 U.S. Army Corps Of Engineers Transportable modular system for covered isolation of assets
US20140338279A1 (en) * 2013-03-14 2014-11-20 Scott F. Armbrust Tubular joist structures and assemblies and methods of using
CN107090982A (zh) * 2017-04-28 2017-08-25 中国二十冶集团有限公司 一种超高超大型移动轮轨式钢结构的安装方法
US10072416B2 (en) 2014-03-14 2018-09-11 Scott F. Armbrust Tubular joist structures and assemblies and methods of using
US20180347193A1 (en) * 2017-06-02 2018-12-06 Austin Building And Design Inc. Girders, joists and roof system
USD844169S1 (en) * 2017-01-27 2019-03-26 Casc-Holding Aps Modular building
CN112096158A (zh) * 2020-09-15 2020-12-18 重庆大学 一种装配式自复位梁柱节点及其施工方法
US20230034888A1 (en) * 2018-07-06 2023-02-02 Creative Tent International, Llc Semi-permanent relocatable structure system

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FR2466575A1 (fr) * 1979-10-03 1981-04-10 Lapalu Jean Paul Abri demontable
AT396148B (de) * 1989-03-31 1993-06-25 Lunzer Peter Verfahren und vorrichtung zur herstellung eines kasten- oder u-foermigen fachwerktraegers
FR2738854B1 (fr) * 1995-09-18 1997-12-12 Entrepose Montalev Angle a geometrie et inertie variables utilisable comme element de raccordement entre un element de toiture et un poteau d'une charpente metallique
FR2766851B1 (fr) * 1997-08-01 1999-10-15 Claude Schmerber Ossatures pour la construction d'un batiment
CN104533114B (zh) * 2014-09-29 2017-03-01 中国能源建设集团浙江省电力设计院有限公司 一种海岸柔性直流换流站阀厅联合建筑结构体系
CN108756328B (zh) * 2017-10-13 2019-11-29 诸暨厚启股权投资有限公司 结构稳固的玻璃观景用平台

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US3389514A (en) * 1966-06-03 1968-06-25 Louis W. Horvath Tubular frame shelter
US3470661A (en) * 1965-03-19 1969-10-07 Harvey H Johnson Roof box frame haunch joint
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FR987706A (fr) * 1949-06-01 1951-08-17 Construction d'éléments sur charpente
GB765688A (en) * 1954-02-05 1957-01-09 Nicholas Henry George Smith Portal frame buildings
FR1163809A (fr) * 1955-05-16 1958-10-01 éléments d'habitation, de passage ou analogues à ossature ou armature démontable, constructions formées par ces éléments, et leur procédé de montage
US3058549A (en) * 1958-06-06 1962-10-16 George D Anderson Building construction and method
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Cited By (25)

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US3925942A (en) * 1973-11-12 1975-12-16 Space Age Ind Inc Modular structure formed of interconnected tubular members
US4070846A (en) * 1975-10-10 1978-01-31 Pentti Aimo Johannes Sohlberg Supporting framework for a shelter shed
US4187652A (en) * 1978-09-14 1980-02-12 Bobrovnikov Anatoly P Space structure of a roof covering for a building
US4246730A (en) * 1978-09-15 1981-01-27 Handelsonderneming Priva B.V. Support structure for a roof of an accomodation for cultivation
US4961297A (en) * 1988-12-07 1990-10-09 Bernard Samuel D Transportable weather resistant building enclosure
US5592789A (en) * 1995-06-13 1997-01-14 American Containment Systems, Inc. Modular supporting structure
WO1997005340A1 (en) * 1995-08-02 1997-02-13 Inter-Steel Structures, Inc. Modular frame building
US6212850B1 (en) * 1998-01-23 2001-04-10 John Branson Method and apparatus for structural conversion of poultry houses
US6691488B2 (en) 1998-01-23 2004-02-17 John Branson Method and apparatus for structural conversion of poultry houses
US6460297B1 (en) 1999-12-21 2002-10-08 Inter-Steel Structures, Inc. Modular building frame
US20050005537A1 (en) * 2003-06-23 2005-01-13 Rubbermaid Incorporated Shed roof truss adapted for storing long handle tools
US7610724B2 (en) * 2003-06-23 2009-11-03 Rubbermaid Incorporated Shed roof truss adapted for storing long handle tools
US8528268B1 (en) * 2010-12-02 2013-09-10 Component Manufacturing Company Trilateral bracing structure for reinforcing a building frame structure
WO2013154609A2 (en) * 2011-12-01 2013-10-17 U.S. Army Corps Of Engineers Transportable modular system for covered isolation of assets
WO2013154609A3 (en) * 2011-12-01 2013-12-05 U.S. Army Corps Of Engineers Transportable modular system for covered isolation of assets
US20140338279A1 (en) * 2013-03-14 2014-11-20 Scott F. Armbrust Tubular joist structures and assemblies and methods of using
US9765520B2 (en) * 2013-03-14 2017-09-19 Scott F. Armbrust Tubular joist structures and assemblies and methods of using
US10072416B2 (en) 2014-03-14 2018-09-11 Scott F. Armbrust Tubular joist structures and assemblies and methods of using
USD844169S1 (en) * 2017-01-27 2019-03-26 Casc-Holding Aps Modular building
CN107090982A (zh) * 2017-04-28 2017-08-25 中国二十冶集团有限公司 一种超高超大型移动轮轨式钢结构的安装方法
US20180347193A1 (en) * 2017-06-02 2018-12-06 Austin Building And Design Inc. Girders, joists and roof system
US10557266B2 (en) * 2017-06-02 2020-02-11 Austin Building And Design Inc. Girders, joists and roof system
US20230034888A1 (en) * 2018-07-06 2023-02-02 Creative Tent International, Llc Semi-permanent relocatable structure system
US12049757B2 (en) * 2018-07-06 2024-07-30 Xfs Global, Llc Semi-permanent relocatable structure system
CN112096158A (zh) * 2020-09-15 2020-12-18 重庆大学 一种装配式自复位梁柱节点及其施工方法

Also Published As

Publication number Publication date
FR2085788B3 (es) 1973-12-28
DE2115482A1 (de) 1971-11-18
FR2085788A3 (es) 1971-12-31
BE764846A (fr) 1971-08-16
AT312228B (de) 1973-12-27
NL7104358A (es) 1971-10-05
ES196150Y (es) 1975-07-01
ES196150U (es) 1975-02-16

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