EP4512973A1 - Profil de système de bâton de construction intégré constitué de deux brides creuses reliées à une bande pour l'assemblage de faisceaux, de fermes et de structures spatiales, et kit d'assemblage de profil de système de bâton comprenant un tel profil de système de bâton intégral - Google Patents

Profil de système de bâton de construction intégré constitué de deux brides creuses reliées à une bande pour l'assemblage de faisceaux, de fermes et de structures spatiales, et kit d'assemblage de profil de système de bâton comprenant un tel profil de système de bâton intégral Download PDF

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Publication number
EP4512973A1
EP4512973A1 EP23472006.8A EP23472006A EP4512973A1 EP 4512973 A1 EP4512973 A1 EP 4512973A1 EP 23472006 A EP23472006 A EP 23472006A EP 4512973 A1 EP4512973 A1 EP 4512973A1
Authority
EP
European Patent Office
Prior art keywords
stick system
system profile
flanges
integral construction
construction
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.)
Withdrawn
Application number
EP23472006.8A
Other languages
German (de)
English (en)
Inventor
Damian Vassilev STOYANOV
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 EP23472006.8A priority Critical patent/EP4512973A1/fr
Publication of EP4512973A1 publication Critical patent/EP4512973A1/fr
Withdrawn legal-status Critical Current

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Classifications

    • 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
    • E04B1/19—Three-dimensional [3D] framework structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07—Joists; 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08—Joists; 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; 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
    • E04C2003/0413—Joists; 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 being built up from several parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; 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
    • E04C2003/0421—Joists; 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; 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
    • E04C2003/0439—Joists; 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 cross-section comprising open parts and hollow parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; 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
    • E04C2003/0465—Joists; 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

  • the integral construction stick system profile and the stick system profile assembly kit are applicable in the field of construction, for example, for building walls, scaffoldings, canopies and disassembly scenes, suspended ceilings, facades, or interior constructions, or for fastening decorative elements, road signs, details for industrial transport systems.
  • a stick system profile with I-shape which consists of two hollow flanges connected to each other with a web. Said flanges are made rectangular, and further the hollows of the flanges are made rectangular.
  • This stick system profile is used for supporting heavy structural components. The web of the stick system profile penetrates the bottom wall of the top tubular flange until it reaches its top wall. By doing so, several concentrated loads may be applied safely on the stick system profiles or the segmental lunching technique may successfully be used to erect the stick system profile in its place.
  • Said stick system profiles have limited functionality, as they can only be used for supporting the structural components, they are fastened to.
  • Another known stick system profile is made of flat flanges connected to each other by a web.
  • Said stick system profiles can be used, for example, for supporting a supporting substructure to a distance from a wall of a building, thus to build a ventilated facade.
  • stick system profiles with different length are required.
  • said stick system profiles have limited functionality, as they can be used only for their purpose - supporting the supporting substructure to a distance from a wall of a building.
  • Another known stick system profile is used for beam systems and special structures, and is made of rods and connecting nodes.
  • One such construction system is a set of scaffolding tubes with connecting specially designed brackets.
  • Other systems have special elements for connecting beams to columns.
  • the connecting elements can also be special hinges with two, three or more ends to which pipes or other profiles are connected. These systems are very complicated and have limited character of the stick system profiles.
  • the task of the invention is to create a stick system profile with enhanced multifunctionality in its use, which is not limited to only supporting the element, it is attached to.
  • Said integral construction stick system profile has an I-beam cross-section comprising two hollow flanges connected with a web. Said hollow flanges have axial through internal channels opened in their two opposite ends, and the integral construction stick system profile has a first end and, opposite to the first end, a second end.
  • the channel in each of the flanges is at least partly cylindrical and the directrix of the cylinder is a circle or another closed curve. Said construction allows different types of fixing means to be engaged in the channel, by connecting at least partly to the inner surface of the flanges, having a closed curve.
  • Hollow flanges allow enhances functionality of the stick system profile which is at same time more resilient and allow penetration for different combinations of fixing and assembly of beams, trusses and various structures.
  • At least one of the hollow flanges is configured to receive a fixing means for attaching the integral construction stick system profile directly or indirectly to other construction structure.
  • the hollow flanges have a circular outer shape.
  • the hollow flanges have a partially prismatic outer shape.
  • at least one of the hollow flanges to have at least one fastening cut or at least one fastening opening for connecting to additional fasteners and/or splicers and details on its outer surface.
  • the stick system profile allows many different details, elements and objects to be fastened to the outer surface of the flange, for example, supporting profiles, road signs, marketing signs, supporting rods, strengthening or thermal insulation elements, etc.
  • the web has at least one weight lightening and thermal conductivity reducing through perforation.
  • At least one of the hollow flanges is internally threaded. This allows different fastening means with outer thread to be engaged in the hollow flanges.
  • the web has a trapezoidal shape, i.e., it has triangular shape with one bevelled angle, and one of the flanges is reduced to a sleeve.
  • a trapezoidal shape i.e., it has triangular shape with one bevelled angle
  • one of the flanges is reduced to a sleeve.
  • Such reduction of material provides weight lightening of the stick system profile.
  • it can be rectangular, or parallelogram-shaped, for example diamond-shaped.
  • the integral construction stick system profile can be used in different constructions, such as:
  • At least one strengthening or elongating profile is connected to at least one of the flanges, which at least one flange is configured to be fixed to the other construction structure.
  • none of the flanges 2, 3 can be made with a thread, in which case the distance and position of the stick system profile 1 according to the other construction structure is determined, and then fixed using a screw penetrating transversally through the flanges 2, 3, or flattening, or by another suitable manner known in the state of the art.
  • Adjusting means 8 can be a bolt or a screw or a solid stud, or a tubular stud, or another suitable means.
  • the stick system profile assembly kit further includes a supporting detail 9 configured to be positioned between the integral construction stick system profile 1 and the other construction structure, as shown on figures 5a, 5b, 6b , 8 and 9 .
  • Said supporting detail 9 has a through opening for receiving the fixing means 5 from the integral construction stick system profile 1 and at least one through opening for fixing the supporting detail 9 to the other construction structure by fastening means 5.
  • An example of the supporting detail 1, as shown on figures 5a, 5b , 8 and 9 is a plank, which can be with trapezoidal or rectangular shape in cross section.
  • the stick system profile 1 is used as a beam detail can be attached to a wall using a channel rail as shown on figure 11 , i.e., the fixing means 5 fasten the flanges 2, 3 to the channel rail.
  • the channel rail is formed in horizontal direction in the surface of a supporting profile or another suitable object, known in the state of the art.
  • the fastening means 5 engage in the channel of one of the flanges 2, 3 and enters into said channel rail, in which channel rail the fastening means 5 is fixed by means known in the state of the art, in a way to allow horizontal movement of the beam detail along the length of the channel rail.
  • fixing means 5 for attaching the integral construction stick system profile 1 directly or indirectly to other construction structure is positioned in the opening of one of the flanges at the first end, and a levelling bolt 10 is arranged in the second flange at the same first end, as shown on figures 6a, 6c, 6d and 7.
  • Fig. 7 discloses flanges 2, 3 with equal length, wherein the upper flange 2 receives fixing means 5, particularly a chemical anchor, and the bottom flange 3 receives a levelling bolt 10.
  • separate beam details are cut from a blank workpiece, and said pieces can be used as building blocks having flat or special beams and web, wherein the building blocks can be placed transversally, diagonally or longitudinally with respect to the chords/axis of the assembled beam/truss system.

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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)
EP23472006.8A 2023-08-24 2023-08-24 Profil de système de bâton de construction intégré constitué de deux brides creuses reliées à une bande pour l'assemblage de faisceaux, de fermes et de structures spatiales, et kit d'assemblage de profil de système de bâton comprenant un tel profil de système de bâton intégral Withdrawn EP4512973A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP23472006.8A EP4512973A1 (fr) 2023-08-24 2023-08-24 Profil de système de bâton de construction intégré constitué de deux brides creuses reliées à une bande pour l'assemblage de faisceaux, de fermes et de structures spatiales, et kit d'assemblage de profil de système de bâton comprenant un tel profil de système de bâton intégral

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP23472006.8A EP4512973A1 (fr) 2023-08-24 2023-08-24 Profil de système de bâton de construction intégré constitué de deux brides creuses reliées à une bande pour l'assemblage de faisceaux, de fermes et de structures spatiales, et kit d'assemblage de profil de système de bâton comprenant un tel profil de système de bâton intégral

Publications (1)

Publication Number Publication Date
EP4512973A1 true EP4512973A1 (fr) 2025-02-26

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP23472006.8A Withdrawn EP4512973A1 (fr) 2023-08-24 2023-08-24 Profil de système de bâton de construction intégré constitué de deux brides creuses reliées à une bande pour l'assemblage de faisceaux, de fermes et de structures spatiales, et kit d'assemblage de profil de système de bâton comprenant un tel profil de système de bâton intégral

Country Status (1)

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EP (1) EP4512973A1 (fr)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0104915A2 (fr) * 1982-09-24 1984-04-04 Tristan Guy Melland Unité modulaire
GB2270094A (en) * 1992-08-28 1994-03-02 Brig Eez Inc Lightweight metal construction framing components
EP1079039A1 (fr) * 1999-08-24 2001-02-28 M. Patrick Gobert Structure porteuse et éléments en treillis démontables
EP1231340A2 (fr) * 1997-04-10 2002-08-14 Octanorm-Vertriebs-Gmbh Für Bauelemente Tête de raccordement pour poutre en treillis pour la fabrication de constructions mobiles
WO2013049878A1 (fr) * 2011-10-05 2013-04-11 Danpal Australia Pty Limited Système de ferme
WO2019109134A1 (fr) * 2017-12-05 2019-06-13 Exhibition & Theatre Projects Pty Ltd Latte de ferme

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0104915A2 (fr) * 1982-09-24 1984-04-04 Tristan Guy Melland Unité modulaire
GB2270094A (en) * 1992-08-28 1994-03-02 Brig Eez Inc Lightweight metal construction framing components
EP1231340A2 (fr) * 1997-04-10 2002-08-14 Octanorm-Vertriebs-Gmbh Für Bauelemente Tête de raccordement pour poutre en treillis pour la fabrication de constructions mobiles
EP1079039A1 (fr) * 1999-08-24 2001-02-28 M. Patrick Gobert Structure porteuse et éléments en treillis démontables
WO2013049878A1 (fr) * 2011-10-05 2013-04-11 Danpal Australia Pty Limited Système de ferme
WO2019109134A1 (fr) * 2017-12-05 2019-06-13 Exhibition & Theatre Projects Pty Ltd Latte de ferme

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