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WO2006040624A1 - Structure de plancher amelioree - Google Patents

Structure de plancher amelioree Download PDF

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Publication number
WO2006040624A1
WO2006040624A1 PCT/IB2005/001406 IB2005001406W WO2006040624A1 WO 2006040624 A1 WO2006040624 A1 WO 2006040624A1 IB 2005001406 W IB2005001406 W IB 2005001406W WO 2006040624 A1 WO2006040624 A1 WO 2006040624A1
Authority
WO
WIPO (PCT)
Prior art keywords
floor structure
reinforcing section
section bar
elongated body
plastic material
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.)
Ceased
Application number
PCT/IB2005/001406
Other languages
English (en)
Inventor
Piero Cretti
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.)
Plastedil SA
Original Assignee
Plastedil SA
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 Plastedil SA filed Critical Plastedil SA
Priority to CA002577475A priority Critical patent/CA2577475A1/fr
Priority to EP05737786A priority patent/EP1799928A1/fr
Priority to MX2007004325A priority patent/MX2007004325A/es
Publication of WO2006040624A1 publication Critical patent/WO2006040624A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

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
    • E04B5/17—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
    • E04B5/19—Floor 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
    • 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
    • E04B5/38—Floor 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation

Definitions

  • the present invention relates to a floor structure comprising a plurality of composite construction elements made of expanded plastic material and a substantially reticular reinforcement metal structure of a concrete casting.
  • substantially reticular metal structure is used to indicate a reinforcement metal structure comprising a plurality of longitudinal reinforcement elements and a plurality of transversal reinforcement elements of the casting crossed with one another so as to form a grid substantially extending along the entire extension of the floor structure to be constructed.
  • the latter is defined as a floor structure having "crossed reinforcement rods" and allows to manufacture floors having a greater length with respect to that which can be obtained by floor structures having the same thickness but not provided with substantially reticular reinforcement metal structures.
  • floor is used to indicate both a horizontal structure adapted to support the floor of each storey of a building (including the floor directly above the ground), and a horizontal or slanting covering structure adapted to close at the top the last storey of the building itself.
  • composite construction element is used to indicate an element comprising an elongated body made of expanded plastic material, for example expanded polystyrene, and at least one reinforcing section bar at least partially incorporated in the elongated body itself.
  • floor structures having "crossed reinforcement rods” are preferably used both in the manufacture of the so-called “wide span” floors, that is, floors having a length greater than 4 meters, and in the manufacture of earthquake-proof structures and this thanks to their limited thickness and weight and to their isotropic behavior in response to transversal stresses.
  • "wide span" floors that is, floors having a length greater than 4 meters
  • earthquake-proof structures and this thanks to their limited thickness and weight and to their isotropic behavior in response to transversal stresses.
  • construction elements made of expanded plastic material preferably made of expanded polystyrene, in the form of slabs or section bars of suitable shape and size, is known.
  • self-support and self-supporting construction element are used to indicate the ability of the construction element to withstand without structural yielding or permanent deformations the stresses undergone during transport and/or installation and, respectively, a construction element exhibiting such mechanical characteristics as to withstand without structural yielding the stresses undergone during transport and/or installation.
  • this self-supporting composite construction element is a floor element usable for manufacturing floor structures and comprises a substantially parallelepipedic central body laterally provided with a pair of lugs longitudinally extending at opposite parts of the central body itself. .
  • the floor structure that can be manufactured using the composite construction elements described in the aforementioned prior art document in fact, is not capable of correctly housing nor of correctly supporting the reticular reinforcement metal structures needed to form a floor structure having "crossed reinforcement rods".
  • the object of the present invention is that of providing a floor structure provided with suitable lightness and self-supporting characteristics and which is capable at the same time to substantially reduce labor and costs for manufacturing a floor having "crossed reinforcement rods".
  • a floor structure comprising:
  • the floor structure of the invention allows to do without the temporary supports or to use the same only for lengths greater than about 2 meters, with a considerable simplification of the operations required for laying the floor and with an advantageous reduction of time and costs for manufacturing the same.
  • the manufacture of the floor structure of the invention can be carried out by simply laying the opposite ends of the composite construction elements which constitute the same (manufactured in advance at the factory) on the supporting structures of the building being erected, so as to obtain a base capable of effectively containing - per se or by using a reduced number of temporary supports - the concrete casting.
  • this base of the floor structure also constitutes a disposable formwork which remains incorporated in the final floor and which contributes to the sound and heat insulation of the latter.
  • the construction of the base of the floor structure can be carried out with the utmost reduction or even avoiding the use of fixed or mobile scaffolds, which on the contrary are almost invariably needed to install the construction elements of the prior art.
  • the substantially reticular metal structure comprises in a way knownper se a plurality of transversal and of longitudinal reinforcement elements of the casting crossed with one another so as to form an angle preferably equal to about 90°.
  • the reinforcement metal structure of the concrete casting is firmly associated to the composite construction elements at the aforementioned at least one reinforcing section bar by means of fastening means suitable for the purpose.
  • the floor structure of the invention advantageously achieves improved characteristics of fire resistance since any optional covering elements of the lower face thereof are firmly held by the reinforcement metal structure embedded in the concrete casting by means of the reinforcing section bar and, in case of fire, they are not detached from the floor structure even in the presence of a complete collapse of the elongated bodies made of expanded plastic material of the composite construction elements constituting the floor structure base.
  • the fastening means of the reinforcement metal structure of the concrete casting is constituted by a staple having a central body substantially shaped as an upturned U and having opposite free ends projecting in a cantilevered fashion from the central body and adapted to engage the upper portion of the aforementioned at least one reinforcing section bar.
  • the transversal and the longitudinal reinforcement elements are also firmly associated to one another in a way known per se, for example by means of strings of conventional type and constituted by the conventional iron wires used to this end in the art.
  • the floor structure of the invention further comprises a plurality of floor elements made of expanded plastic material, supported by the composite construction elements and arranged at a predetermined distance from one another, so as to define a plurality of transversal channels and a plurality of longitudinal channels adapted to house the concrete casting.
  • the floor elements lay on the composite construction elements and are firmly held in place by the upper portion of the aforementioned at least one reinforcing section bar protruding therefrom.
  • the floor elements made of expanded plastic material allow to reduce the weight of the final floor once the concrete has been cast and therefore to have with the same weight a greater thickness and a greater floor length with respect to the floors having crossed reinforcement rods of the prior art.
  • the floor elements are preferably provided at a lower side with at least one longitudinal groove adapted to house the upper portion of the aforementioned at least one reinforcing section bar, so as to increase the stability of the connection between the floor elements and the composite construction elements of the floor structure.
  • a longitudinal groove is configured so as to have a shape substantially mating the shape of the upper portion of the aforementioned at least one reinforcing section bar, so as to have an optimum stability of the connection between the composite construction elements and the floor elements.
  • the floor elements made of expanded plastic material of this preferred embodiment can be provided, if desired, with reinforcing elements and they can be advantageously realized of any desired height, so as to adjust as desired the thickness of the floor structure and, along therewith, the maximum length of the final floor.
  • the transversal and the longitudinal reinforcement elements of the casting of the substantially reticular metal structure are housed in the transversal channels and, respectively, in the longitudinal channels defined by the floor elements.
  • the upper portion of the aforementioned at least one reinforcing section bar is associated to a respective longitudinal rib projecting in a cantilevered fashion from the upper face of the elongated body made of expanded plastic material.
  • this longitudinal rib extends along the elongated body made of expanded plastic material along a portion having a length substantially equal to the length of the aforementioned at least one reinforcing section bar.
  • the upper portion of said at least one reinforcing section bar is provided with an upper face, preferably substantially planar, defining a supporting surface for the reinforcement metal structure of the casting.
  • this upper face allows to have an adequate supporting zone of the reinforcement metal structure of the casting with a more effective support of this structure.
  • the upper face of the aforementioned at least one reinforcing section bar is extending at least in part substantially flush with an upper face of the aforementioned longitudinal rib extending from the elongated body made of expanded plastic material.
  • a portion that in this case is constituted by the assembly formed by the longitudinal rib and by the upper portion of the aforementioned at least one reinforcing section bar, both projecting in a cantilevered fashion from the upper face of the elongated body made of expanded plastic material.
  • the transversal reinforcement elements of the casting are supported by the upper portion of the reinforcing section bar; still more preferably, the transversal reinforcement elements of the casting are firmly associated to the reinforcing section bar in any conventional manner, for example by means of the substantially staple-shaped fastening means of the reinforcement metal structure described hereinabove.
  • the longitudinal reinforcement elements of the casting lay on the transversal reinforcement elements of the casting, particularly on the lower portion thereof; still more preferably, the longitudinal reinforcement elements are firmly associated to the transversal elements and/or to the reinforcing section bar in any conventional manner, for example by means of the fastening means described above.
  • the lower portion thereof i.e. the portion which is traction-stressed - near the lower portion of the floor structure with an increase of the resistance characteristics to the external loads of the final floor.
  • the aforementioned at least one reinforcing section bar can be formed according to any suitable shape adapted to define an upper portion protruding from the upper face of the elongated body made of expanded plastic material of the composite construction element and which is capable of supporting the substantially reticular reinforcement structure of the concrete casting.
  • the aforementioned at least one reinforcing section bar is constituted by a material having suitable structural characteristics, for example cold-rolled and preferably galvanized steel, rigid plastic material such as PVC, polycarbonate and polyester polymers, acrylonitrile-butadiene-styrene (ABS) copolymers and the like.
  • a material having suitable structural characteristics for example cold-rolled and preferably galvanized steel, rigid plastic material such as PVC, polycarbonate and polyester polymers, acrylonitrile-butadiene-styrene (ABS) copolymers and the like.
  • the aforementioned at least one reinforcing section bar can be coated at least in part and, still more preferably, can be entirely coated with a fire resistant film, for example obtained from a paint selected from the group comprising intumescent paints and antifire paints.
  • the floor structure of the invention is in this case advantageously provided with further improved characteristics of fire resistance in case of fire thanks to the presence of the aforementioned film.
  • the reinforcing section bar is obtained from sheets of reduced thickness, for example comprised between 0.4 and 1.2 mm.
  • the reinforcing section bar is preferably shaped as an L, a C, a Z or an I.
  • the upper portion of the aforementioned at least one reinforcing section bar is essentially hook-shaped and, still more preferably, is shaped substantially as a C, substantially as an upturned U or substantially as an L.
  • the floor elements are preferably provided at a lower side with the aforementioned at least one longitudinal groove: in this way, the substantially hook-shaped upper portion of the aforementioned at least one reinforcing section bar can engage in a substantially snap-wise manner in the aforementioned at least one longitudinal groove optimizing the stability of the connection between the floor elements and the composite construction elements.
  • the reinforcing section bar is longitudinally extending in the elongated body of the construction element along substantially the entire length thereof.
  • the aforementioned at least one reinforcing section bar extending in the elongated body made of expanded plastic material of the composite construction elements is provided with a lower portion, preferably substantially planar, extending at least in part substantially parallel to the lower face of said elongated body.
  • the aforementioned at least one reinforcing section bar is preferably incorporated in the elongated body at the molding stage of the expanded plastic material.
  • the lower portion of the aforementioned at least one reinforcing section bar is extending at least in part substantially flush with the lower face of the elongated body made of expanded plastic material.
  • the lower portion of the aforementioned at least one reinforcing section bar is entirely incorporated in the elongated body made of expanded plastic material and is arranged at a predetermined distance from the lower face of the elongated body.
  • the lower portion of the aforementioned at least one reinforcing section bar is extending substantially parallel to the lower face of the aforementioned body at a distance preferably comprised between about 5 mm and about 15 mm from said face.
  • the reinforcing section bar is provided with a central body and with a fin extending from a lower side of the central body of the section bar.
  • the lower portion of the reinforcing section bar extending substantially parallel to the lower face of the elongated body made of expanded plastic material and having the function of providing a suitable supporting surface which a suitable covering element can be fastened to, is constituted by the aforementioned lower fin.
  • such a fin is preferably substantially planar and can either be extending substantially flush with the lower face of the elongated body made of expanded plastic material or entirely incorporated in the mass of expanded plastic material and arranged at a predetermined distance from said lower face.
  • the composite construction element comprises at least two reinforcing section bars longitudinally extending in the elongated body made of expanded plastic material at opposite parts of the longitudinal center plane of said body along a direction substantially parallel to said center plane.
  • the reinforcing section bars are symmetrically arranged in the elongated body with respect to said longitudinal center plane thereof, so as to achieve a balanced and symmetrical reinforcing action.
  • the reinforcing section bars of the aforementioned pair are preferably spaced apart from one another by a predetermined distance.
  • the reinforcing section bars are preferably provided with respective lower portions, preferably substantially planar, extending at opposite parts of the longitudinal center plane of said elongated body.
  • the Applicant in fact, has noted that it is advantageously possible in this case to achieve an improvement of the resistance characteristics to the bending loads of the composite construction element in particular at the opposite sides of the elongated body made of expanded plastic material.
  • the upper portion and/or the lower portion of the aforementioned at least one reinforcing section bar is provided with at least one stiffening rib which contributes to increase the structural stability of said portions.
  • this stiffening rib is longitudinally extending along the centre line of the upper face of the upper portion and/or along the centre line of the lower face of the lower portion of the aforementioned at least one reinforcing section bar.
  • the stiffening rib carries out the additional advantageous function of defining a notch for the introduction of the tip of a screw or of another fastening element adapted to fasten an external covering element to the reinforcing section bar, as will be described hereinafter.
  • the reinforcing section bar(s) is(are) advantageously provided with a plurality of openings formed in a central portion thereof.
  • the mass of expanded plastic material is capable of interpenetrating with the reinforcing section bar at the molding stage, integrating and firmly holding in place the reinforcing section bar within the elongated body of the composite construction element.
  • the shape of the openings - obtainable in any way known per se, such as for example by punching - is not critical; in any case, it is preferably circular for obvious reasons of construction simplicity.
  • the openings are pitchwise arranged in the central portion of the reinforcing section bar along the center plane of the section bar itself.
  • the openings are arranged in the central portion of the reinforcing section bar according to three parallel rows: a first central row of circular openings, having a prevailing diameter, pitchwise arranged along the center plane of the reinforcing section bar, and two lateral rows of circular openings, having a smaller diameter, pitchwise arranged at opposite parts of the aforementioned central row.
  • the circular openings of the lateral rows have parallel axes and are arranged between two consecutive openings of the central row.
  • the floor structure of the invention further comprises a covering element of a lower face thereof.
  • the floor structure of the invention comprises a lath for supporting at least one layer of a suitable covering material associated to a lower face of the elongated body made of expanded plastic material of the composite construction elements which form the base of the floor structure.
  • lath for supporting at least one covering layer is used to indicate not only conventional laths having a mesh structure - either smooth or provided with protruding ribs - obtained by stretching a suitably notched metal sheet, but also any sheet-like member adapted to support a layer of a suitable covering material.
  • the lath comprises opposite lateral portions incorporated near the opposite sides of the elongated body made of expanded plastic material of the composite construction elements which form the base of the floor structure.
  • the lath can be firmly held by the elongated body made of expanded plastic material.
  • the material of the covering layer associated to the lath is preferably selected from plaster, cement or other material, optionally incorporating at least one material selected from reinforcing fibers of a suitable material and at least one fire-retardant material, preferably in powder, granules or fibers, adapted to impart an improved fire resistance to the covering material.
  • such fire retardant material is selected from mineral fibers, such as fiber glass, mineral wool, inert materials such as perlite, glass spheres, expanded clay granules or other materials suitable for the purpose and known to those skilled in the art.
  • mineral fibers such as fiber glass, mineral wool, inert materials such as perlite, glass spheres, expanded clay granules or other materials suitable for the purpose and known to those skilled in the art.
  • the lath is associated to the lower portion, for example to a lower fm, of the aforementioned at least one reinforcing section bar.
  • the covering element of the lower face of the floor structure can be a rigid covering element associated to a lower face of the elongated body made of expanded plastic material of the aforementioned composite construction elements.
  • this rigid covering element is associated to the lower portion, for example to a fin, of the aforementioned at least one reinforcing section bar.
  • the aforementioned covering element is a panel of plasterboard, wood, rigid plastic material or other suitable material having an ornamental and/or a structural function, optionally incorporating at least one suitable fire retardant material, preferably in powder, granules or fibers, adapted to impart an improved fire resistance to said rigid covering element.
  • the aforementioned fire retardant material is selected from the materials indicated hereinbefore.
  • the rigid covering element can be coated at least in part with a fire resistant film, for example obtained from a paint selected from the group comprising intumescent paints and antifire paints.
  • the present invention also relates to a floor comprising a slab of reinforced concrete supported by a floor structure as described above.
  • the present invention also relates to a floor element for manufacturing a floor structure of a building, comprising:
  • the floor element of the invention allows to lighten a floor structure preferably of the type having crossed reinforcement rods and can be easily associated to such a structure thanks to the presence of the aforementioned at least one longitudinal groove.
  • FIG. 1 shows a perspective view, in partial cross-section, of a portion of a floor structure according a preferred embodiment of the invention and comprising a plurality of composite construction elements arranged side by side;
  • FIG. 2 shows a perspective view, in enlarged scale and in partial cross-section, of some details of the floor structure of Fig. 1;
  • FIG. 3 and 4 show perspective views, in enlarged scale, of some alternative preferred embodiments of the reinforcing section bar extending in the composite construction elements belonging to the floor structure of the invention
  • FIG. 5 shows a front view of a portion of a floor structure according to a preferred embodiment of the invention
  • FIG. 6 shows a front view of a portion of a floor structure according to an additional preferred embodiment of the invention
  • Fig. 7 shows a front view of a detail of a floor structure according to an additional preferred embodiment of the invention.
  • FIG. 8 shows a perspective view, in enlarged scale and in partial cross-section, of an alternative preferred embodiment of the floor structure of the invention
  • FIG. 9 shows a perspective view, in enlarged scale, of some details of the floor structure of Fig. 8;
  • FIG. 10 shows a perspective view, in enlarged scale, of some details of an additional alternative preferred embodiment of the floor structure of the invention.
  • a floor structure according to a first preferred embodiment of the invention particularly suitable for manufacturing the so-called "wide span" floors, is generally indicated at 1.
  • the floor structure 1 comprises a plurality of composite construction elements 2 arranged side by side, a plurality of floor elements 6 made of expanded plastic material supported by the composite construction elements 2 and a substantially reticular reinforcement metal structure 10 of a concrete casting, schematically indicated at 9 in Fig. 1, arranged between the floor elements 6.
  • the composite construction elements 2 lay at their opposite ends on respective supporting structures of a building (not shown), such as for example beams and/or load-bearing walls.
  • the composite construction elements 2 constitute in this case as many supporting elements adapted to define a base of the floor structure 1 adapted to support the floor elements 6 and the reinforcement metal structure 10 and adapted to contain the concrete casting 9.
  • the composite construction elements 2 comprise an elongated body 3 made of expanded plastic material, preferably substantially parallelepipedic in shape, provided with opposite upper and, respectively, lower faces indicated at 3a, 3b, both substantially planar.
  • the elongated body 3 has the following dimensions, determined at design stage: a thickness comprised between about 40 and about 120 mm and, more preferably, comprised between about 60 and about 80 mm, a width comprised between about 500 and about 1200 mm and, more preferably, comprised between about 600 and about 1000 mm and a length greater than about 500 mm, the maximum length being determined by the design specifications at values substantially selectable as desired.
  • the length of the elongated body 3 can be equal to about 13000 mm.
  • each composite construction element 2 is also laterally provided with suitably shaped opposite sides 3c, 3d, in which a groove 14 and, respectively, a rib 15, preferably having a mating shape and longitudinally extending along the entire length of the elongated body 3, are formed.
  • the composite construction elements 2 further comprise at least one reinforcing section bar 4, preferably a pair of reinforcing section bars 4, substantially identical to each other, longitudinally extending in the elongated body 3.
  • the reinforcing section bars 4 carry out the following advantageous functions:
  • a fire resistant film for example obtained from a paint selected from the group comprising intumescent paints and antifire paints.
  • the reinforcing section bars 4 are longitudinally extending in the elongated body 3 of construction elements 2 along substantially the entire length thereof.
  • the reinforcing section bars 4 are longitudinally extending in the elongated body 3 made of expanded plastic material at opposite parts of the longitudinal center plane of said body along a direction substantially parallel to said center plane.
  • the reinforcing section bars 4 are symmetrically arranged in the elongated body 3 with respect to said longitudinal center plane thereof.
  • the reinforcing section bars 4 are made of a material having suitable structural characteristics, such as for example cold-rolled and preferably galvanized steel, shaped in a suitable manner.
  • the reinforcing section bars 4 are coated at least in part and, still more preferably, entirely coated with a fire resistant film, for example obtained from a paint selected from the group comprising intumescent paints and antifire paints.
  • the composite construction element 2 and the floor structure 1 of the invention are in this case advantageously capable of achieving further improved characteristics of fire resistance in case of fire.
  • the reinforcing section bars 4 can be obtained from a sheet having a width compnsed between about 100 mm and about 300 mm and, still more preferably, comprised between about 120 mm and about 250 mm and a thickness preferably comprised between about 0.4 mm and about 1.2 mm and still more preferably, comprised between about 0.5 mm and about 0.8 mm.
  • the reinforcing section bars 4 are substantially L-shaped and can be obtained by conventional bending and shearing operations, known per se , starting from a sheet having suitable width and thickness selected, for example, in the ranges mentioned above.
  • the reinforcing section bars 4 are provided with a central body 4a, with a lower portion 4b and with an upper portion 4c protruding from the upper face 3a of the elongated body 3 made of expanded plastic material.
  • the upper portion 4c of the reinforcing section bars 4 is provided with an upper face 5, preferably substantially planar, defining a supporting surface for the substantially reticular reinforcement metal structure 10 of the casting.
  • the distance between the upper face 5 of the upper portion 4c of the reinforcing section bars 4 and the upper face 3 a of the elongated body 3 made of expanded plastic material is comprised between about 20 mm and about 60 mm and, still more preferably, is comprised between about 30 mm and about 40 mm.
  • the upper portion 4c of the reinforcing section bars 4 is substantially hook-shaped and substantially has the shape of an upturned U.
  • the upper portion 4c of the reinforcing section bars 4 - preferably essentially constituted by a fairly thin metal sheet - substantially acts as a spring upon its engagement with the floor elements 6.
  • the upper portion 4c of the reinforcing section bars 4 is provided in this case with substantially tapered lateral portions, indicated at 23 and 24, so as to increase the spring effect achieved by this substantially hook- wise configuration.
  • the central portion 4a of the reinforcing section bar has, after bending, a height comprised between about 60 mm and about 285 mm, whereas the lower portion 4b of the section bar has a length comprised between about 15 mm and about 40 mm and, still more preferably, comprised between about 30 mm and about 40 mm.
  • the lower portion 4b of the reinforcing section bars 4 is preferably substantially planar and is for example constituted by a fin projecting in a cantilevered fashion from the central portion 4a of the reinforcing section bar.
  • the fin 4b is preferably extending substantially flush with and substantially parallel to the lower face 3b of the elongated body 3.
  • This fin 4b of the reinforcing section bars 4 exerts the function of providing a suitable supporting surface which a suitable covering element of the lower face of the floor structure 1, such as for example a rigid panel 17 of plasterboard or, optionally, a stretched lath for supporting at least one covering layer (not shown in Fig. 1), can be fastened to.
  • a suitable covering element of the lower face of the floor structure 1 such as for example a rigid panel 17 of plasterboard or, optionally, a stretched lath for supporting at least one covering layer (not shown in Fig. 1), can be fastened to.
  • the rigid panel 17 can incorporate at least one suitable fire retardant material, preferably in powder, granules or fibers, adapted to impart an improved fire resistance to said rigid covering element.
  • such a fire retardant material is selected from the materials indicated above.
  • the rigid panel 17 can be coated at least in part with a fire resistant film, for example obtained from a paint selected from the group comprising intumescent paints and antifire paints.
  • the covering element of the lower face of the floor structure 1 is constituted by a covering layer supported by a stretched lath, such advantageous characteristics of improved fire resistance can be achieved by incorporating at least one suitable fire retardant material in the material used for forming the layer (for example plaster or cement).
  • the rigid panel 17 can be fastened to the fins 4b in a way knovmper se , for example by means of screws knovmper se and not shown.
  • the lower fins 4b of the reinforcing section bars 4 are provided with a first rectilinear portion, substantially perpendicular to the central portion 4a of the reinforcing section bar and with a second inclined end portion forming an angle of predetermined value with the first rectilinear portion.
  • the first portion of the lower fins 4b is extending flush with and substantially parallel to the lower face 3b of the elongated body 3, whereas the second portion of the lower fins 4b forms, with respect to the aforementioned first portion, an angle comprised between 40° and 120° and, still more preferably, equal to about 90°.
  • the first portion of the lower fins 4b exerts the function of providing a suitable supporting surface which a covering element, for example a rigid panel or a lath for supporting at least one layer of plaster, can be fastened to, while the end portion increases the reinforcing action to the bending loads carried out by the reinforcing section bars 4.
  • a covering element for example a rigid panel or a lath for supporting at least one layer of plaster
  • the reinforcement metal structure 10 of the concrete casting 9 is firmly associated to the composite construction elements 2 at the reinforcing section bars 4.
  • the reinforcement metal structure 10 is advantageously firmly associated to the reinforcing section bars 4 by a means of a plurality of staples 26 having a central body 26a substantially shaped as an upturned U and having opposite free ends 26b, 26c projecting in a cantilevered fashion from the central body 26a and adapted to engage the upper portion 4c of the reinforcing section bars 4.
  • the staples 26 are constituted by a wire of a suitable structural material, for example metal, so as to constitute substantially spring-wise connecting means thanks to the elasticity of the material.
  • the composite construction element 2 advantageously allows to achieve improved characteristics of fire resistance since the covering elements, in this case the plasterboard panels 17 associated to the lower face 3b of the elongated body 3, are firmly held by the reinforcement metal structure 10 embedded in the concrete casting 9 by means of the reinforcing section bars 4.
  • the plasterboard panels 17 do not detach from the composite construction element 2 even in the presence of a complete collapse of the elongated body 3 made of expanded plastic material.
  • the reinforcing section bars 4 of the aforementioned pair are preferably spaced at a predetermined distance from one another, so as to suitably distribute the Reinforcing section bars 4 in the elongated body 3, thus obtaining some advantageous technical effects: possibility of homogeneously distributing the reinforcing action exerted by the reinforcing section bars; possibility of homogeneously distributing the loads applied to the reinforcing section bars 4 and, finally, possibility of arranging in a known and reproducible manner the lower portion 4b of the reinforcing section bars so as to know its position even when such a lower portion is entirely embedded in the mass of expanded plastic material and, as such, not visible from the outside.
  • the reinforcing section bars 4 are arranged in the elongated body 3 at a predetermined distance from one another; preferably, the distance d between the centre line of the lower fins 4b - measured along a direction substantially perpendicular to the longitudinal axis of the elongated body 3 - is equal to about 300 mm.
  • the composite construction element 2 illustrated hereinabove can be advantageously obtained by means of operations known in the art, for example using known equipment for manufacturing the reinforcing section bars 4 and known equipment for the continuous or discontinuous molding of the elongated body 3 made of expanded plastic material incorporating the section bars.
  • each floor element 6 comprises a substantially parallelepipedic central body 6a, in which a plurality of parallel cavities 16 is longitudinally defined.
  • the floor elements 6 made of expanded plastic material can be advantageously realized with any desired height, so as to adjust as desired the thickness of the floor structure 1 and, therefore, the maximum length of the final floor.
  • the floor elements 6 have a thickness comprised between about 160 mm and about 500 mm and, still more preferably, comprised between about 180 mm and about 300 mm.
  • the floor elements 6 have the following further dimensions, determined at design stage: a width comprised between about 450 and about 500 mm and a length greater than about 300 mm, the maximum length being determined by the design specifications at values substantially selectable as desired.
  • the length of the floor elements 6 can be comprised between 300 mm and 13000 mm.
  • the floor elements 6 made of expanded plastic material supported by the composite construction elements 2 are arranged at a predetermined distance along the floor structure 1 - both along the longitudinal direction and along the transversal direction - so as to form a grid of transversal channels 7 and of longitudinal channels 8, substantially perpendicular to one another, adapted to house the concrete casting 9.
  • the width of the channels 7 and 8 can be determined by a man skilled in the art on the basis of the design specifications.
  • a width may be comprised between about 100 and about 200 mm.
  • the composite construction elements 2 thus constitute as many joists on which the floor elements 6 rest to form a so-called "panelled" floor structure.
  • the floor elements 6 are preferably provided at a lower side with at least one longitudinal groove 11 adapted to house the upper portion 4c of the reinforcing section bars 4, so as to have a firm connection between the floor elements 6 and the composite construction elements 2 of the floor structure 1.
  • the longitudinal groove 11 is configured so as to have a shape substantially mating the shape of the upper portion 4c of the reinforcing section bars 4 protruding from the composite construction elements 2, so as to increase the stability of the connection between the latter and the floor elements 6.
  • the longitudinal groove 11 is substantially dovetail- shaped with opposite lateral walls tapered in such a way as to firmly hold in the groove, with a substantially snap-wise connection, the upper portion 4c of the reinforcing section bars 4 having in turn tapered lateral portions 23, 24.
  • the reinforcement metal structure 10 of the concrete casting 9 is supported by the upper portion 4c of the reinforcing section bars 4 at a predetermined distance from the upper face 3 a of the elongated body 3 made of expanded plastic material.
  • the reinforcement metal structure 10 of the casting comprises a plurality of transversal reinforcement elements of the casting, generally indicated at 12, and a plurality of longitudinal reinforcement elements of the casting, generally indicated at 13, respectively housed in the aforementioned transversal and longitudinal channels 7, 8.
  • the transversal reinforcement elements 12 of the casting lay on the upper face 5 of the reinforcing section bar 4 and are firmly associated thereto in any conventional manner, for example by means of the staples 26.
  • the longitudinal reinforcement elements 13 of the casting lay on the transversal reinforcement elements 12 and are firmly associated thereto in any conventional manner, for example by means of strings 27 of conventional type and constituted by the usual iron wires used to this end in the art.
  • the specific shape and structure of the transversal and of the longitudinal reinforcement elements 12, 13 of the reinforcement metal structure 10 is not critical, provided that they supply the necessary amount of metal according to the design specifications.
  • the transversal and the longitudinal reinforcement elements 12, 13 of the reinforcement metal structure 10 can be constituted by a plurality of iron rods suitably spaced from one another or they can be constituted by substantially trestle-shaped structures according to what is known to a man skilled in the art.
  • the operations required to manufacture the final floor in fact, essentially comprise the steps of laying a plurality of composite construction elements 2 on the load-bearing structures of the building being erected, of arranging thereon the floor elements 6 and the reinforcement metal structure 10 and, then, of casting the concrete 9 on the floor structure 1 thus assembled.
  • the function of containing the concrete casting is ensured by the transversal and by the longitudinal channels 7, 8 defined between the floor elements 6 and the composite construction elements 2.
  • the aforementioned operating steps can be carried out without using temporary supports for lengths of the floor structure 1 up to about 2 meters or using a limited number thereof for greater lengths.
  • the aforementioned laying step of the composite construction elements 2 can be readily carried out with a minimum labor, thanks to the compactness, lightness and handiness of the elements themselves.
  • the floor structure 1 according to the invention achieves improved characteristics of fire resistance in case of fire thanks to one or more of the following features:
  • reinforcing section bars 4 can be coated at least in part with a fire resistant film
  • the covering elements associated to the lower face of the floor structure 1 can incorporate at least one fire retardant material adapted to impart an improved fire resistance or to the fact that the covering elements can be coated at least in part with a fire resistant film.
  • Figs. 3-10 schematically illustrate additional embodiments of the reinforcing section bars 4, of the composite construction elements 2 and of the floor structure 1 according to the present invention. These additional embodiments achieve both the advantageous technical effects of the embodiment described above and the further technical effects detailed hereinafter.
  • the reinforcing section bars 4 of the composite construction elements 2 are provided with a substantially hook-wise upper portion 4c essentially shaped as a T.
  • the horizontal portion of the T is constituted by a substantially box-shaped structure the back of which defines the upper face 5 intended to support the reinforcement metal structure 10 of the casting (not shown) and to engage in a substantially snap-wise manner the grooves 11 formed at a lower side of the floor elements 6 (also not shown).
  • the reinforcing section bars 4 are advantageously provided with a plurality of openings 18, preferably of circular shape, formed in the central portion 4a thereof comprised between the lower and the upper portions 4b, 4c.
  • the openings 18 carry out the dual advantageous function of lightening the reinforcing section bars 4 and of allowing an even more intimate integration thereof in the mass of expanded plastic material.
  • the mass of expanded plastic material is capable of interpenetrating with the reinforcing section bars 4 at the molding stage, integrating and firmly holding in place the reinforcing section bars in the elongated body 3 of the composite construction element 2.
  • the openings 18 have a total area comprised between about 5% and about 50% of the total area of the reinforcing section bar, where the expression: total area of the reinforcing section bar, is used to indicate the area of the overall surface of the section bar including that of the upper and lower portions 4c, 4b (that is, the area of the total lateral surface before forming such portions and the openings- 18).
  • the openings 18 formed in the central portion 4a of the reinforcing section bars 4 have a total area comprised between about 10% and about 30% of the total area thereof.
  • the openings 18 have a diameter preferably comprised between about 15 mm and about 100 mm and, more preferably, comprised between about 30 mm and about 60 mm.
  • the openings 18 are pitchwise arranged in the central portion 4a of the reinforcing section bars 4 along the center plane of the section bars themselves.
  • the pitch of the openings 18 is comprised between about 50 and about 100 mm and, still more preferably, is equal to about 75 mm.
  • the reinforcing section bars 4 of the composite construction elements 2 are provided with an upper portion 4c substantially similar to the upper portion of the embodiment illustrated with reference to Figs. 1 and 2.
  • the reinforcing section bars 4 are advantageously provided with a plurality of openings indicated at 18, 19 and 20 formed in the central portion 4a thereof, comprised between the lower and upper portions 4b, 4c.
  • the openings 18-20 are arranged in the central portion 4a of the reinforcing section bar 4 according to three parallel rows: a first central row of openings 18 preferably of circular shape, having a prevailing diameter, pitchwise arranged along the center plane of the reinforcing section bar 4, and two lateral rows of openings 19, 20, preferably of circular shape, having a smaller diameter, pitchwise arranged at opposite parts of the aforementioned central row.
  • the openings 19, 20 of the lateral rows have parallel axes and are arranged between two consecutive openings 18 of the central row.
  • the pitch of the openings 18 of the central row is equal to that of the openings 19, 20 of the lateral rows and is comprised between about 50 and about 100 mm and, still more preferably, equal to about 75 mm.
  • the openings 18 of the central row have a diameter comprised between about 15 mm and about 100 mm and, still more preferably, comprised between about 30 and about 60 mm, while the openings 19, 20 of the lateral rows have a diameter comprised between about 20 mm and about 60 mm and, still more preferably, comprised between about 30 and about 50 mm.
  • the floor structure 1 comprises a plurality of composite construction elements 2 provided with reinforcing section bars 4 similar to those illustrated in Fig. 3 and with a lath 21 associated to the lower face 3b of the elongated body 3 of each composite construction element 2.
  • the lath 21 is adapted to support at least one layer 22 of a suitable covering material, for example of plaster or cement, optionally incorporating at least one material selected from reinforcing fibers of a suitable material and at least one fire retardant material adapted to impart an improved fire resistance to the covering material, which can be applied after laying the floor structure 1 or manufacturing the actual floor.
  • a suitable covering material for example of plaster or cement
  • at least one material selected from reinforcing fibers of a suitable material and at least one fire retardant material adapted to impart an improved fire resistance to the covering material, which can be applied after laying the floor structure 1 or manufacturing the actual floor.
  • the lath 21 is a stretched metal lath essentially formed by a rhomb-shaped mesh having a length-to-height rhomb ratio of 2:1
  • the rhomb length varies between about 20 and about 60 mm, while the rhomb width varies between about 10 and about 30 mm.
  • such a stretched lath has a thickness comprised between about 0.4 mm and about 1.0 mm and, still more preferably, comprised between about 0.4 mm and about 0.8 mm.
  • the lath 21 comprises opposite lateral portions 21a, 21b incorporated near the opposite sides 3c, 3d of the elongated body 3 made of expanded plastic material.
  • the lath 21 can be firmly held by the elongated body 3 made of expanded plastic material.
  • the lath 21 is further associated to the lower portion 4b, for example shaped as a fin, of the reinforcing section bars 4.
  • the floor elements 6 are arranged so that each longitudinal row of floor elements 6 is supported by one and the same composite construction element 2.
  • the floor structure 1 comprises a plurality of composite construction elements 2 provided with reinforcing section bars 4 similar to those illustrated in Fig. 3.
  • rigid panels 17 made for example of plasterboard, are associated to the lower face 3b of the elongated body 3 of each composite construction element 2 similarly to what has been illustrated with reference to the floor structure 1 of Fig. 1.
  • the floor elements 6 are arranged astride the composite construction elements 2 according to an arrangement similar to that of Fig. 1.
  • the floor structure 1 comprises a plurality of composite construction elements 2 provided with reinforcing section bars 4 having a lower portion 4b entirely incorporated in the elongated body 3 made of expanded plastic material.
  • the lower portion 4b is substantially fin-shaped and is arranged at a distance preferably comprised between about 5 mm and about 15 mm from the lower face 3b of the elongated body 3.
  • the elongated body 3 of the composite construction elements 2 is provided with a plurality of cavities 28 substantially parallel to one another and longitudinally extending in a central portion of the elongated body 3 between the reinforcing section bars 4.
  • the cavities 28 contribute to lighten the elongated body 3 rendering the same easier to handle during the installation.
  • the elongated body 3 made of expanded plastic material is further provided with a plurality of longitudinal ribs 25 made of expanded plastic material, substantially parallel to one another, projecting in a cantilevered fashion from the upper face 3a of the elongated body 3 at opposite parts of the longitudinal center plane thereof.
  • the elongated body 3 made of expanded plastic material is further provided with a pair of projections 29, 30 laterally and longitudinally extending at opposite parts of the longitudinal ribs 25 towards the opposite sides 3c, 3d of the elongated body 3 in which the groove 14 and, respectively, the rib 15 are formed.
  • the longitudinal ribs 25 are integrally extending substantially perpendicularly to the upper face 3 a of the elongated body 3 and are preferably obtained at the molding stage of the elongated body 3.
  • the reinforcing section bars 4 of the composite construction elements 2 are substantially Z-shaped and each comprises respective upper portions 4c associated to the longitudinal ribs 25 made of expanded plastic material projecting in a cantilevered fashion from the upper face 3a of the elongated body 3.
  • the lower and upper portions 4b, 4c of the reinforcing section bars 4 are constituted by respective fins perpendicularly extending from the ends of the central portion 4a at opposite parts thereof.
  • the upper face 5 of the upper fins 4c of the reinforcing section bars 4 is extending at least in part substantially flush with an upper face 25a of the longitudinal ribs 25 of the elongated body 3 made of expanded plastic material.
  • the assembly constituted by the longitudinal ribs 25 and by the fins 4c forms a rigid structure adapted to effectively support the reinforcement metal structure 10.
  • the floor elements 6 are provided with longitudinal grooves 11 having a shape substantially mating the shape of the longitudinal ribs 25 incorporating the upper fins 4c of the reinforcing section bars 4 and are engageable with a substantially snap-wise connection on such ribs.
  • the fins 4b, 4c comprise also in this case a first substantially rectilinear portion substantially perpendicular to the central portion 4a of the reinforcing section bars 4 and a second portion, or end portion, inclined and forming an angle of predetermined value with the first portion.
  • the first portion of the fins 4b, 4c has a width equal to about 40 mm, while the end portion has a width equal to about 5 mm and forms with respect to the first portion an angle equal to about 90° in the case of the lower fins 4b and equal to about 45° in the case of the upper fins 4c.
  • the end portion of the upper fins 4c can be radiused to the first portion by means of a substantially curvilinear joining zone.
  • the reinforcing section bars 4 are arranged in a mirror fashion at opposite parts of the longitudinal center plane of the elongated body 3 so as to impart optimum load-resistance characteristics to the composite construction element 2 as a whole.
  • the reinforcing section bars 4 are provided with lower fins 4b extending at opposite parts of the longitudinal center plane of the elongated body 3 made of expanded plastic material so as to form a configuration which advantageously improves the characteristics of resistance to' the bending loads Of the composite construction element 2, in particular those to the loads applied on the projections 29, 30 of the elongated body 3 made of expanded plastic material arranged between the reinforcing section bars 4 and the opposite sides 3c, 3d of the aforementioned body.
  • the upper and lower fins 4c, 4b of the reinforcing section bars 4 are provided with respective longitudinal ribs 31, 32 adapted to stiffen the structure thereof, and in the case of the lower fins 4b, adapted to constitute a notch for the introduction of the tip of fastening means, for example screws, for anchoring a rigid covering element, for example the plasterboard panel 17, to the reinforcing section bars 4.
  • the reinforcing section bars 4 can be coated at least in part and, still more preferably, can be entirely coated with a fire resistant film, for example obtained from a paint selected from the group comprising intumescent paints and antifire paints.
  • the composite construction element 2 and the floor structure 1 of the invention are in this case advantageously capable of achieving further improved characteristics of fire resistance in case of fire.
  • the reinforcing section bars 4 are provided with a plurality of openings 18, preferably having a circular shape, formed in the central portion 4a comprised between the lower and upper fins 4b, 4c.
  • the openings 18 carry out the dual advantageous function of lightening the reinforcing section bars 4 and of allowing an even more intimate integration thereof in the mass of expanded plastic material.
  • the staples 26 engage - by means of then- ends 26b, 26c - the lower portion of the longitudinal ribs 25 which forms an undercut which is hooked by the aforementioned ends.
  • the floor elements 6 are arranged so that each longitudinal row of floor elements 6 is supported by one and the same composite construction element 2.
  • the floor structure 1 comprises a plurality of composite construction elements 2 each provided with substantially Z-shaped reinforcing section bars 4.
  • the reinforcing section bars 4 are arranged in a mirror fashion at opposite parts of the longitudinal center plane of the elongated body 3 and substantially achieve the same advantages.
  • the reinforcing section bars 4 are thus provided with a fm-shaped lower portion 4b extending substantially flush with the lower face 3b of the elongated body 3 and with an upper portion 4c, fin-shaped as well, defining an upper face 5 which protrudes at a predetermined distance from the upper face 3 a of the elongated body 3.
  • the transversal elements 12 of the reinforcement metal structure 10 are firmly associated to the upper fin 4c by means of the staples 26 which in this case directly engage such a fin via the free ends 26b, 26c thereof.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)

Abstract

La présente invention concerne une structure de plancher (1) à renfort croisés. Elle comprend a) une pluralité de modules composites (2) placés côte à côte, à savoir, a1) un corps long (3) en plastique expansé définissant une face supérieure (3a), a2) au moins une barre de renfort (4) disposée en long dans le corps long (3) et dont le dessus (4c) dépasse de la face supérieure (3a). La structure de plancher (1) comprend également b) un réseau de fers d'armature (10) pris dans le béton (9) et reposant sur le dessus (4c) de la barre de renfort (4) sur une hauteur définie au-dessus de la face supérieure (3a) du corps long (3) en plastique expansé. Cette structure de plancher (1) légère et solide se distingue par une réductions importante des coûts de pose et de fabrication.
PCT/IB2005/001406 2004-10-13 2005-05-10 Structure de plancher amelioree Ceased WO2006040624A1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
CA002577475A CA2577475A1 (fr) 2004-10-13 2005-05-10 Structure de plancher amelioree
EP05737786A EP1799928A1 (fr) 2004-10-13 2005-05-10 Structure de plancher amelioree
MX2007004325A MX2007004325A (es) 2004-10-13 2005-05-10 Estructura de piso mejorada.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ITMI20041935 ITMI20041935A1 (it) 2004-10-13 2004-10-13 Struttura di solaio perfezionata
ITMI2004A001935 2004-10-13

Publications (1)

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WO2006040624A1 true WO2006040624A1 (fr) 2006-04-20

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EP (1) EP1799928A1 (fr)
CA (1) CA2577475A1 (fr)
IT (1) ITMI20041935A1 (fr)
MX (1) MX2007004325A (fr)
WO (1) WO2006040624A1 (fr)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006091792A1 (fr) * 2005-02-25 2006-08-31 Nova Chemicals, Inc. Panneaux de construction preformes composites
ITPD20090304A1 (it) * 2009-10-23 2011-04-24 Rexpol Srl Cassero a perdere per solai ad alta resistenza al fuoco
CN102225582A (zh) * 2011-05-27 2011-10-26 王本淼 一种制作组合空腹构件用机制模具系统
ITMI20121022A1 (it) * 2012-06-12 2012-09-11 Dst Const Ltd Elemento modulare in polistirene espanso sinterizzato per la formazione di solai in calcestruzzo armato e solaio in calcestruzzo armato comprendente una pluralita' di detti elementi modulari.
ITTO20120370A1 (it) * 2012-04-26 2013-10-27 Bazzica Engineering S R L Solaio modulare con cassero a perdere
WO2013183980A3 (fr) * 2012-06-07 2014-01-30 Smm-Socodam-Davum Procede de mise en ceuvre de plancher reticule elegi
CN108222349A (zh) * 2018-01-05 2018-06-29 沈阳建筑大学 一种半装配式轻钢-泡沫混凝土组合楼板及其施工方法

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US3382637A (en) * 1965-04-15 1968-05-14 Longinotti Enrico Ribbed barrier with lapped, edgejoined facing panels
US4157640A (en) * 1976-08-12 1979-06-12 Joannes Andre A Prefabricated building panel
US6298622B1 (en) * 1996-10-15 2001-10-09 Plastedil, S.A. Self-supporting construction element of expanded plastics, in particular for manufacturing floor elements and walls of buildings in general
GB2365456A (en) * 2000-05-22 2002-02-20 Roxbury Ltd Construction panel

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3382637A (en) * 1965-04-15 1968-05-14 Longinotti Enrico Ribbed barrier with lapped, edgejoined facing panels
US4157640A (en) * 1976-08-12 1979-06-12 Joannes Andre A Prefabricated building panel
US6298622B1 (en) * 1996-10-15 2001-10-09 Plastedil, S.A. Self-supporting construction element of expanded plastics, in particular for manufacturing floor elements and walls of buildings in general
GB2365456A (en) * 2000-05-22 2002-02-20 Roxbury Ltd Construction panel

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006091792A1 (fr) * 2005-02-25 2006-08-31 Nova Chemicals, Inc. Panneaux de construction preformes composites
ITPD20090304A1 (it) * 2009-10-23 2011-04-24 Rexpol Srl Cassero a perdere per solai ad alta resistenza al fuoco
CN102225582A (zh) * 2011-05-27 2011-10-26 王本淼 一种制作组合空腹构件用机制模具系统
ITTO20120370A1 (it) * 2012-04-26 2013-10-27 Bazzica Engineering S R L Solaio modulare con cassero a perdere
WO2013183980A3 (fr) * 2012-06-07 2014-01-30 Smm-Socodam-Davum Procede de mise en ceuvre de plancher reticule elegi
ITMI20121022A1 (it) * 2012-06-12 2012-09-11 Dst Const Ltd Elemento modulare in polistirene espanso sinterizzato per la formazione di solai in calcestruzzo armato e solaio in calcestruzzo armato comprendente una pluralita' di detti elementi modulari.
WO2013186698A1 (fr) 2012-06-12 2013-12-19 Dst Constructions Ltd Élément modulaire en polystyrène expansé fritté pour la construction de sols en béton armé
KR20150042183A (ko) * 2012-06-12 2015-04-20 디에스티 컨스트럭션스 리미티드 강화 콘크리트 바닥을 구축하기 위한 소결 발포 폴리스티렌 모듈형 요소
CN104583506A (zh) * 2012-06-12 2015-04-29 Dst建筑有限公司 用于建造钢筋混凝土地板的以烧结的膨胀聚苯乙烯方式的模块化元件
JP2015523480A (ja) * 2012-06-12 2015-08-13 ディーエスティー コンストラクションズ リミテッド 鉄筋コンクリート床を構築するための焼結した発泡ポリスチレンの組み立て式要素
CN104583506B (zh) * 2012-06-12 2017-04-19 Dst建筑有限公司 用于建造钢筋混凝土地板的以烧结的膨胀聚苯乙烯方式的模块化元件
KR102171006B1 (ko) * 2012-06-12 2020-10-29 디에스티 컨스트럭션스 리미티드 강화 콘크리트 바닥을 구축하기 위한 소결 발포 폴리스티렌 모듈형 요소
CN108222349A (zh) * 2018-01-05 2018-06-29 沈阳建筑大学 一种半装配式轻钢-泡沫混凝土组合楼板及其施工方法

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ITMI20041935A1 (it) 2005-01-13
MX2007004325A (es) 2007-06-05
CA2577475A1 (fr) 2006-04-20
EP1799928A1 (fr) 2007-06-27

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