EP1614823A2 - Coffrage perdu renforcé, particulièrement pour sols comprenant des nervures croisées, et sol associé - Google Patents

Coffrage perdu renforcé, particulièrement pour sols comprenant des nervures croisées, et sol associé Download PDF

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Publication number
EP1614823A2
EP1614823A2 EP05425198A EP05425198A EP1614823A2 EP 1614823 A2 EP1614823 A2 EP 1614823A2 EP 05425198 A EP05425198 A EP 05425198A EP 05425198 A EP05425198 A EP 05425198A EP 1614823 A2 EP1614823 A2 EP 1614823A2
Authority
EP
European Patent Office
Prior art keywords
form according
reinforcement
perforated metallic
metallic guide
shaped perforated
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.)
Granted
Application number
EP05425198A
Other languages
German (de)
English (en)
Other versions
EP1614823A3 (fr
EP1614823B1 (fr
Inventor
Nicolo Sicilferro Torrenovese S.r.l. Cancelliere
Rosario Scurria
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.)
Sicilferro Torrenovese Srl
Original Assignee
Sicilferro Torrenovese 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 Sicilferro Torrenovese Srl filed Critical Sicilferro Torrenovese Srl
Priority to PL05425198T priority Critical patent/PL1614823T3/pl
Publication of EP1614823A2 publication Critical patent/EP1614823A2/fr
Publication of EP1614823A3 publication Critical patent/EP1614823A3/fr
Application granted granted Critical
Publication of EP1614823B1 publication Critical patent/EP1614823B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
    • E04B5/21—Cross-ribbed floors
    • 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
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor

Definitions

  • the present invention concerns a reinforcement form, in particular for making crisscross reinforcement floors, as well as for making walls or other manufactured articles for erecting buildings, that allows large spans to be covered with very reduced thicknesses and with not much considerable deflections (i.e. displacements orthogonal to the form plane with respect to the undeformed static configuration, due to the loads acting thereon), and that is simple to apply, efficient, light, reliable and inexpensive.
  • the present invention concerns a crisscross reinforcement floor built through such form.
  • reinforced concrete floors presently available on the market are provided with reinforcing rods arranged in parallel to a sole direction.
  • a reinforcement form in particular for making crisscross reinforcement floors, comprising a base slab reinforced by one or more shaped perforated metallic guide beams, onto which one or more polyhedral blocks are integrally coupled, the form being characterised in that said one or more polyhedral blocks are spaced from each other so as to let an array of passages free.
  • said array may have a configuration of orthogonal passages.
  • said one or more polyhedral blocks may be substantially identical to each other.
  • At least one of said one or more polyhedral blocks may substantially have a regular polygon as base.
  • At least one of said one or more polyhedral blocks may substantially have a rectangle as base.
  • At least one of said one or more polyhedral blocks may substantially have a square as base.
  • said one or more shaped perforated metallic guide beams may be identical to each other.
  • At least one of said one or more shaped perforated metallic guide beams may have profile at least partially "C"-shaped.
  • At least one of said one or more shaped perforated metallic guide beams may have profile at least partially "Z"-shaped.
  • At least one of said one or more shaped perforated metallic guide beams may be partially projecting from the base slab (1).
  • At least one of said one or more shaped perforated metallic guide beams may comprise at least one upper wing projecting from the base slab, so that at least one of said one or more polyhedral blocks is apt to be hitched to said at least one upper wing.
  • At least one of said one or more shaped perforated metallic guide beams may comprise at least one upper wing having profile at least partially " ⁇ "-shaped.
  • At least one of said one or more shaped perforated metallic guide beams may be shaped according to a profile comprising at least one duct.
  • the base slab may be made of extruded polystyrene and/or wood and/or metal
  • each one of said one or more polyhedral blocks may be made of extruded polystyrene and/or wood and/or metal.
  • the base slab and said one or more polyhedral blocks may be made of the same material.
  • At least one of said one or more shaped perforated metallic guide beams may be zinc plated.
  • a reinforced floor comprising a reinforced concrete cap, including one or more reinforcing rods, characterised in that it is a crisscross reinforcement floor and it comprises a reinforcement form as previously described, in the array of passages of which said one or more reinforcing rods are placed, the reinforced concrete cap at least partially incorporating said one or more polyhedral blocks and being integrally coupled to the base slab.
  • the portion of said at least one shaped perforated metallic guide beam possibly projecting from the base slab may be apt to operate as reinforcing rod cover for correctly positioning at least one portion of said one or more reinforcing rods.
  • At least one of said one or more reinforcing rods may be housed in said at least one possible duct of the profile of said at least one shaped perforated metallic guide beam.
  • the portion of said at least one shaped perforated metallic guide beam possibly projecting from the base slab may comprise at least one hole apt to operate as guide for correctly positioning at least one portion of said one or more reinforcing rods.
  • the reinforcement form according to the invention comprises a base slab 1 onto which a plurality of blocks 2, having preferably square base, is integrally coupled, which are spaced from each other so as to let an array of passages 3 and 4 free, orthogonal to each other, wherein the reinforcement section of a reinforced concrete floor, built with the reinforcement form, as it will be better illustrated in the following, is housed.
  • the base slab 1 and the blocks 2 may be made of extruded polystyrene and/or wood and/or metal. Still more preferably, the base slab 1 and the blocks 2 are made of the same material.
  • the base slab 1 is reinforced by a plurality of shaped perforated metallic, preferably zinc plated, guide beams 5.
  • metallic guide beams 5 are preferably "C"-shaped with preferably " ⁇ "-shaped upper wing 6, as shown by the profile of Figure 5b.
  • the upper wing 6 projects from the base slab 1 so that a block 1 may be hitched to it.
  • the shaped guide beams 5 are preferably perforated, so as to lighten the weight of the form and to better anchor them to the base slab 1.
  • the reinforcement form according to the invention may be used for making crisscross reinforcement floors.
  • the upper wing 6 of the shaped perforated guide beams 5 that projects from the base slab 1 in correspondence with passages 3 and 4 may be used as reinforcing rod cover for correctly positioning the reinforcing rods along two directions orthogonal to each other, parallel to the passages 3 and 4 of the mentioned array.
  • the reinforced floor is completed by a concrete cap 11, that is reinforced by reinforcing rods 7, 8, 9, and 10, which incorporates blocks 2 and is integrally coupled to the base slab 1.
  • inventions may comprise perforated guide beams shaped according a profile different from that shown in Figure 5b, e.g. a "Z"-profile, possibly combined with a "C"-profile.
  • some embodiments may comprise perforated guide beams having a profile comprising at least one duct within which a respective reinforcing rod may be housed (parallel to the passages 4, according to the configuration of Figures 2 and 3).
  • embodiments may also comprise perforated guide beams emerging from the base slab 1 by such an height to leave a higher profile portion uncovered along the passages 3 orthogonal to the same guide beams.
  • some holes of the guide beams may be used as guides for the reinforcing rods 7 placed along the same passages 3.
  • Shapes and size of the various component elements of the reinforcement form and of the related reinforced floor are variable depending on the needs of load and overload of the structures to make.
  • the metallic guide beams 5 with which the form is reinforced ensures that it is self-supporting.
  • the reinforcement form and the related reinforced floor conceived as a reticle of reinforced concrete structures, allow large spans to be covered with very reduced thicknesses and with not much considerable deflections.
  • the reinforcement form allows building related reinforced floors reducing or eliminating assembling problems during the phase of installation, such as size and complexity of steel structures, propping, and shaping reinforced concrete structures.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Floor Finish (AREA)
  • Addition Polymer Or Copolymer, Post-Treatments, Or Chemical Modifications (AREA)
  • Polyesters Or Polycarbonates (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Rod-Shaped Construction Members (AREA)
EP05425198A 2004-07-09 2005-04-06 Coffrage perdu renforcé, particulièrement pour sols comprenant des nervures croisées, et sol associé Active EP1614823B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL05425198T PL1614823T3 (pl) 2004-07-09 2005-04-06 Forma zbrojeniowa, zwłaszcza do wytwarzania stropów krzyżowo zbrojonych, i odpowiedni strop

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
IT000340A ITRM20040340A1 (it) 2004-07-09 2004-07-09 Cassero di armatura, in particolare per la realizzazione di solai ad armatura incrociata, e relativo solaio.

Publications (3)

Publication Number Publication Date
EP1614823A2 true EP1614823A2 (fr) 2006-01-11
EP1614823A3 EP1614823A3 (fr) 2006-03-08
EP1614823B1 EP1614823B1 (fr) 2008-01-23

Family

ID=34943131

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05425198A Active EP1614823B1 (fr) 2004-07-09 2005-04-06 Coffrage perdu renforcé, particulièrement pour sols comprenant des nervures croisées, et sol associé

Country Status (6)

Country Link
EP (1) EP1614823B1 (fr)
AT (1) ATE384836T1 (fr)
DE (1) DE602005004450T2 (fr)
ES (1) ES2299988T3 (fr)
IT (1) ITRM20040340A1 (fr)
PL (1) PL1614823T3 (fr)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013019134A1 (fr) * 2011-08-03 2013-02-07 Milan Kekanovic Structure de construction de parois monolithiques pré-coulées et de dalles entre étages
WO2014167521A1 (fr) * 2013-04-12 2014-10-16 Sicilferro Torrenovese S.R.L. Coffrage à jeter destiné à réaliser une fondation ventilée en pierres non maçonnées et fondation ventilée en pierres non maçonnées comprenant ledit coffrage
US9359763B2 (en) 2008-07-14 2016-06-07 Abeo A/S Light-weight load-bearing structures reinforced by core elements made of segments and a method of casting such structures
RU177941U1 (ru) * 2017-05-19 2018-03-16 Общество с ограниченной ответственностью "Ректор Рус" (ООО "Ректор Рус") Элемент несъемной опалубки для сборно-монолитных перекрытий
US10239228B2 (en) 2013-06-04 2019-03-26 Abeo ApS Method of making a building element, an apparatus for making the building element, and a building element made by the method
WO2020016531A1 (fr) * 2018-07-17 2020-01-23 Constructions Composites Bois Plaque et dalle destinees a realiser un plancher ou une paroi et procedes de fabrication de telles plaque et dalle
CN112282165A (zh) * 2020-11-17 2021-01-29 韦立 一种多功能桁架支承式楼板及其施工方法

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2440121B1 (es) * 2012-07-27 2015-03-06 Uni Politècnica De Catalunya Parrilla prefabricada de hormigon para la elaboracion de forjados ligeros, proceso de fabricacion de la parrilla y proceso de construccion del forjado con dicha parrilla
CN103572874A (zh) * 2013-11-21 2014-02-12 西南科技大学 钢框架房屋的钢筋混凝土叠合楼板的建造方法

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1338567A (en) * 1919-10-24 1920-04-27 Flynn Dennis John Reinforced-concrete floor construction
US4037375A (en) * 1975-08-18 1977-07-26 Theodore Maggos Multi-story floor-ceiling system and method
EP0617180A2 (fr) * 1993-03-26 1994-09-28 ONDAPLAST S.p.A. Produits pour la réalisation de planchers comprenant des éléments de caissons d'allégement et planchers réalisés grâce à de tels produits

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1338567A (en) * 1919-10-24 1920-04-27 Flynn Dennis John Reinforced-concrete floor construction
US4037375A (en) * 1975-08-18 1977-07-26 Theodore Maggos Multi-story floor-ceiling system and method
EP0617180A2 (fr) * 1993-03-26 1994-09-28 ONDAPLAST S.p.A. Produits pour la réalisation de planchers comprenant des éléments de caissons d'allégement et planchers réalisés grâce à de tels produits

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9359763B2 (en) 2008-07-14 2016-06-07 Abeo A/S Light-weight load-bearing structures reinforced by core elements made of segments and a method of casting such structures
WO2013019134A1 (fr) * 2011-08-03 2013-02-07 Milan Kekanovic Structure de construction de parois monolithiques pré-coulées et de dalles entre étages
WO2014167521A1 (fr) * 2013-04-12 2014-10-16 Sicilferro Torrenovese S.R.L. Coffrage à jeter destiné à réaliser une fondation ventilée en pierres non maçonnées et fondation ventilée en pierres non maçonnées comprenant ledit coffrage
US9739029B2 (en) 2013-04-12 2017-08-22 Sicilferro Torrenovese S.R.L. Disposable formwork for making ventilated loose stone foundation and a ventilated loose stone foundation comprising said formwork
US10239228B2 (en) 2013-06-04 2019-03-26 Abeo ApS Method of making a building element, an apparatus for making the building element, and a building element made by the method
RU177941U1 (ru) * 2017-05-19 2018-03-16 Общество с ограниченной ответственностью "Ректор Рус" (ООО "Ректор Рус") Элемент несъемной опалубки для сборно-монолитных перекрытий
WO2020016531A1 (fr) * 2018-07-17 2020-01-23 Constructions Composites Bois Plaque et dalle destinees a realiser un plancher ou une paroi et procedes de fabrication de telles plaque et dalle
FR3084092A1 (fr) * 2018-07-17 2020-01-24 Constructions Composites Bois Plaque et dalle destinees a realiser un plancher ou une paroi et procedes de fabrication de telles plaques et dalle
US11434637B2 (en) 2018-07-17 2022-09-06 Carbon Capture Buildings Greentech Panel and slab designed for forming a floor or a wall and methods for manufacturing such panels and slabs
CN112282165A (zh) * 2020-11-17 2021-01-29 韦立 一种多功能桁架支承式楼板及其施工方法

Also Published As

Publication number Publication date
EP1614823A3 (fr) 2006-03-08
PL1614823T3 (pl) 2008-06-30
ES2299988T3 (es) 2008-06-01
DE602005004450D1 (de) 2008-03-13
DE602005004450T2 (de) 2009-01-15
ITRM20040340A1 (it) 2004-10-09
ATE384836T1 (de) 2008-02-15
EP1614823B1 (fr) 2008-01-23

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