EP2378021A1 - Structure de faisceau adapté pour soutenir un plancher ou élément de plancher, plancher, ensemble de construction et procédé correspondant - Google Patents

Structure de faisceau adapté pour soutenir un plancher ou élément de plancher, plancher, ensemble de construction et procédé correspondant Download PDF

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Publication number
EP2378021A1
EP2378021A1 EP10160079A EP10160079A EP2378021A1 EP 2378021 A1 EP2378021 A1 EP 2378021A1 EP 10160079 A EP10160079 A EP 10160079A EP 10160079 A EP10160079 A EP 10160079A EP 2378021 A1 EP2378021 A1 EP 2378021A1
Authority
EP
European Patent Office
Prior art keywords
floor
beams
structures
supporting
beam structure
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Withdrawn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
EP10160079A
Other languages
German (de)
English (en)
Inventor
Michael Jacobus Gerhardus Bartels
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 EP10160079A priority Critical patent/EP2378021A1/fr
Priority to NL2006541A priority patent/NL2006541C2/en
Publication of EP2378021A1 publication Critical patent/EP2378021A1/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Withdrawn legal-status Critical Current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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice 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
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/292—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being wood and 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
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • E04C3/294—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete of concrete combined with a girder-like structure extending laterally outside the element

Definitions

  • the load bearing structure comprises metal bars, for example steel or aluminium bars.
  • the beam structure has a large constructive strength.
  • the load bearing structure comprises a truss comprising a first and second metal beam with metal bars between the upper and lower beams, wherein each pair of successive bars forms a triangle with one of the metal beams.
  • metal bars are constructed in a zig-zag pattern between the upper beam and lower beam.
  • the upper beam comprises a profile for receiving a floor or floor element having a mating coupling profile.
  • An adhesive such as glue or concrete, attaches the load bearing structure to the upper and/or lower beams.
  • a beam structure comprising a wooden upper and lower beams comprises a load bearing structure which is adhered to said beams.
  • the load bearing structure is positioned in recesses in the wooden lower and upper beams and adhered to the beams.
  • the floor comprises:
  • the invention further relates to a method for constructing a construction assembly, such as a building, for which the same effects and advantages apply as those described above for the beam, the floor and the construction assembly.
  • the beam structures are positioned at a distance from each other.
  • a bungalow may be constructed using the method according to the present invention.
  • a plurality of beam structures is placed between two supporting walls.
  • the walls support the beam structures, for instance by providing on two opposite sides of the upper beams a contact surface which rests on a supporting surface of a wall, i.e. the beam structure is suspended between two walls.
  • Floor elements are placed between each pair of neighbouring beam structures.
  • the upper beams have profiles which mates with corresponding profiles of the floor elements. This produces an even floor.
  • the underside of the floor is open, which allows access to the space between the lower and upper beams. Any conduits which need to be installed are accommodated in this space.
  • the openings are subsequently covered by covering panels. If access to the conduits is desired, the covering panels can be removed easily.
  • the beams and further elements have standardized dimensions. This simplifies reusing the elements and allows for a quick and accurate calculation of costs. Furthermore, this makes it relatively easy to add new elements to an existing construction.
  • the design of a construction assembly to be constructed can be done using software for so-called virtual building.
  • the software comprises virtual copies of the standardized elements, which can be combined to design a construction assembly according to the invention. Quick overviews of the costs and required material amounts are provided by the software.
  • the upper slabs comprise a recess 316 for receiving a concrete floor element 319 having a mating profile.
  • the lower slabs 304 comprise a profile 312 for receiving a panel 311.
  • the panel 311 can be removed to access the space between the lower 304 and upper 306 slab.
  • an insulation layer 314 can be placed below panel 311 and attached thereto.
  • the present invention is by no means limited to the above described embodiments thereof. Many modification can be envisaged. For example, instead of gypsum, wooden or plastic covering panels can be used.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Rod-Shaped Construction Members (AREA)
EP10160079A 2010-04-15 2010-04-15 Structure de faisceau adapté pour soutenir un plancher ou élément de plancher, plancher, ensemble de construction et procédé correspondant Withdrawn EP2378021A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP10160079A EP2378021A1 (fr) 2010-04-15 2010-04-15 Structure de faisceau adapté pour soutenir un plancher ou élément de plancher, plancher, ensemble de construction et procédé correspondant
NL2006541A NL2006541C2 (en) 2010-04-15 2011-04-05 Beam structure suitable for supporting a floor or floor element, floor, construction assembly and method for constructing a construction assembly.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP10160079A EP2378021A1 (fr) 2010-04-15 2010-04-15 Structure de faisceau adapté pour soutenir un plancher ou élément de plancher, plancher, ensemble de construction et procédé correspondant

Publications (1)

Publication Number Publication Date
EP2378021A1 true EP2378021A1 (fr) 2011-10-19

Family

ID=42635024

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10160079A Withdrawn EP2378021A1 (fr) 2010-04-15 2010-04-15 Structure de faisceau adapté pour soutenir un plancher ou élément de plancher, plancher, ensemble de construction et procédé correspondant

Country Status (2)

Country Link
EP (1) EP2378021A1 (fr)
NL (1) NL2006541C2 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105780990A (zh) * 2016-05-06 2016-07-20 湖南标迪夫节能科技有限公司 一种用于空腔楼盖的预制装配式空腔楼板
RU182163U1 (ru) * 2018-05-07 2018-08-06 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" Сталебетонная ферма

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4488390A (en) * 1982-04-26 1984-12-18 Mulford Cass F Structural building members and wall incorporating same
JP2007056468A (ja) * 2005-08-22 2007-03-08 Mitsui Home Co Ltd 断熱気密構造体
EP1790789A1 (fr) * 2005-11-28 2007-05-30 Bartoli N.V. Système de construction, poutre, colonne et méthode
WO2008020179A1 (fr) * 2006-08-12 2008-02-21 Stefan Martin Nalborczyk Structure isolante

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4488390A (en) * 1982-04-26 1984-12-18 Mulford Cass F Structural building members and wall incorporating same
JP2007056468A (ja) * 2005-08-22 2007-03-08 Mitsui Home Co Ltd 断熱気密構造体
EP1790789A1 (fr) * 2005-11-28 2007-05-30 Bartoli N.V. Système de construction, poutre, colonne et méthode
WO2008020179A1 (fr) * 2006-08-12 2008-02-21 Stefan Martin Nalborczyk Structure isolante

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105780990A (zh) * 2016-05-06 2016-07-20 湖南标迪夫节能科技有限公司 一种用于空腔楼盖的预制装配式空腔楼板
RU182163U1 (ru) * 2018-05-07 2018-08-06 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" Сталебетонная ферма

Also Published As

Publication number Publication date
NL2006541C2 (en) 2011-10-18

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