EP2019174A2 - Modulfußboden - Google Patents

Modulfußboden Download PDF

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Publication number
EP2019174A2
EP2019174A2 EP08161156A EP08161156A EP2019174A2 EP 2019174 A2 EP2019174 A2 EP 2019174A2 EP 08161156 A EP08161156 A EP 08161156A EP 08161156 A EP08161156 A EP 08161156A EP 2019174 A2 EP2019174 A2 EP 2019174A2
Authority
EP
European Patent Office
Prior art keywords
supporting section
bars
floor
bar
floor according
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Withdrawn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
EP08161156A
Other languages
English (en)
French (fr)
Other versions
EP2019174A3 (de
Inventor
Fausto Elimiani
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.)
De Agency SRL
Original Assignee
De Agency SRL
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 De Agency SRL filed Critical De Agency SRL
Publication of EP2019174A2 publication Critical patent/EP2019174A2/de
Publication of EP2019174A3 publication Critical patent/EP2019174A3/de
Withdrawn legal-status Critical Current

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Classifications

    • 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
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • E04B5/18Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
    • E04B5/19Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members the filling members acting as self-supporting permanent forms
    • 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
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs

Definitions

  • Further object is to propose a floor whose lower surface comprises a finishing slab.
  • numeral 1 indicates the modular floor of the present invention comprising a set of supporting section-bars 2 placed mutually parallel and with ends laid on T-beams, one of which is illustratively shown in figures 24 and 25 , of a structure for example made of steel and/or reinforced concrete, to be equipped with the floor.
  • Each supporting section bar 2 has a transversal section approximately in "U"-shaped with respective lateral borders 4 turned to the outside, defining a plane.
  • the free longitudinal ends of the lateral borders 4 are equipped with edges 5 bended at 90° in direction and orientation in accordance with that of the central portion of the "U", in other words, in the assembled condition, the edges 5 are oriented upwards.
  • the flanks 6 of the supporting section-bar 2, corresponding to the sides of the central portion of the "U"-shaped section, are flat, mutually parallel and joined at a flat bottom 7 of the "U", by means of connection portions 8 flat and at 45° or curved.
  • each supporting section-bar 2 can be equipped with respective anchorages 90 each comprising a peripheral folded border which extends itself starting from the edge 5 bended at 90° of the corresponding lateral border 4.
  • the floor can comprise a plurality of spacer means and insulating means, for example consisting of polyethylene slabs or ribbons with a thickness of about 13 mm, interposed between the slab means 10 and the lateral borders 4 of the supporting section-bars 2.
  • Each levelling guiding means 15 consists of a channel bar made of bended and cut iron plate whose transversal section is rectangular, or "C", or the like shaped.
  • the reinforcement means 20 are positioned between pairs of adjacent supporting section-bars 2.
  • insulating means insertion for example, polyurethane or polyester or polystyrene foam or rock wool, into the cavities of the supporting section-bars 2.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)
  • Finger-Pressure Massage (AREA)
  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
  • Bathtub Accessories (AREA)
EP08161156A 2007-07-27 2008-07-25 Modulfußboden Withdrawn EP2019174A3 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ITBO20070528 ITBO20070528A1 (it) 2007-07-27 2007-07-27 Solaio componibile

Publications (2)

Publication Number Publication Date
EP2019174A2 true EP2019174A2 (de) 2009-01-28
EP2019174A3 EP2019174A3 (de) 2013-03-06

Family

ID=39791775

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08161156A Withdrawn EP2019174A3 (de) 2007-07-27 2008-07-25 Modulfußboden

Country Status (2)

Country Link
EP (1) EP2019174A3 (de)
IT (1) ITBO20070528A1 (de)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITCS20120013A1 (it) * 2012-03-08 2013-09-09 Giuseppe Grande Solaio misto in lamiera grecata e calcestruzzo per edifici
EP2636808A1 (de) * 2012-03-08 2013-09-11 Giuseppe Grande Composite-Bodenbeläge für Gebäude in Wellblech und Beton
ITCS20120037A1 (it) * 2012-11-06 2014-05-07 Giuseppe Grande Solaio misto in lamiera grecata e calcestruzzo per edifici

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1073906A (en) * 1912-11-18 1913-09-23 Julius Kahn Floor construction.
FR1333090A (fr) * 1962-09-05 1963-07-19 Rasselstein Ag Panneau de construction léger
SE445569B (sv) * 1983-01-03 1986-06-30 Dobel Ab Kassett vid gjutning av bjelklag
GB2176821B (en) * 1985-06-21 1989-01-11 For Technical Research Interna Suspended floors
US5491946A (en) * 1992-03-02 1996-02-20 Landis; Donald H. Wide decking structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITCS20120013A1 (it) * 2012-03-08 2013-09-09 Giuseppe Grande Solaio misto in lamiera grecata e calcestruzzo per edifici
EP2636808A1 (de) * 2012-03-08 2013-09-11 Giuseppe Grande Composite-Bodenbeläge für Gebäude in Wellblech und Beton
ITCS20120037A1 (it) * 2012-11-06 2014-05-07 Giuseppe Grande Solaio misto in lamiera grecata e calcestruzzo per edifici

Also Published As

Publication number Publication date
ITBO20070528A1 (it) 2009-01-28
EP2019174A3 (de) 2013-03-06

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