EP0657596A1 - Selbsttragendes Paneel - Google Patents

Selbsttragendes Paneel Download PDF

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Publication number
EP0657596A1
EP0657596A1 EP94500195A EP94500195A EP0657596A1 EP 0657596 A1 EP0657596 A1 EP 0657596A1 EP 94500195 A EP94500195 A EP 94500195A EP 94500195 A EP94500195 A EP 94500195A EP 0657596 A1 EP0657596 A1 EP 0657596A1
Authority
EP
European Patent Office
Prior art keywords
panel
self
sub
supporting
frame
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Withdrawn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
EP94500195A
Other languages
English (en)
French (fr)
Inventor
Florentino Vidal Patus
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
Publication of EP0657596A1 publication Critical patent/EP0657596A1/de
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/40Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of a number of smaller components rigidly or movably connected together, e.g. interlocking, hingedly connected of particular shape, e.g. not rectangular of variable shape or size, e.g. flexible or telescopic panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8658Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/384Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame

Definitions

  • the prefabricated panels once developed, are currently transported from the factory to the structure.
  • the weight of these panels greater than 80 kg / m2, makes any type of maneuver difficult as soon as they are handled, whether during transport on the job, from their installation. or their embedding.
  • the applicant has developed a panel with a weight of approximately 8 kg / m2, which makes it very handy and provides a solution to the problem mentioned here, apart from the fact that it is also of the self-supporting type.
  • the self-supporting panel of the invention consists in the fact that it consists of two sub-panels, comprising embedding means between one and the other, which gives them this self-supporting character. They consist, at each of the sub-panels, of a metal frame and a lattice mesh, as well as a sheet of thermo-acoustic insulating material, the space between the sub-panels being filled with concrete on the job.
  • the self-supporting assembly means between the sub-panels are composed of widgets distributed regularly in their lattice mesh using pins, which give them this self-supporting character, given that they are provided both with holes in which the rod of the inner frame is housed and with dividers serving as positioners, which contributes to the correct positioning of the rods.
  • the panel offers a floated surface.
  • Figure 1 provides a front view of a practical embodiment of the panel which is the subject of the invention.
  • Figure 2 provides a side view of the panel in Figure 1.
  • Figure 3 provides a plan view of the panel in Figure 1.
  • Figure 4 provides a side sectional view of the panel of Figure 1.
  • Figure 5 shows a representation of an exterior sub-panel separator.
  • Figures 6 and 7 both offer front and side representations of interior sub-panel dividers (F1), (F2).
  • Figure 8 provides a representation of a practical embodiment of assembly of the panels which are the subject of the invention.
  • Figure 9 provides a sectional view of the panel which is the subject of the invention once completed and on the job.
  • FIGS 10, 11, 12, 13 and 14 show construction details of the panel which is the subject of the invention, the pins (F1), (F2) and the positioners (F4), (F5) being in the position of mounting.
  • FIG. 15 presents a plan view of an alternative embodiment of the panel which is the subject of the invention.
  • Figure 16 provides a partial view of the detail shown in Figure 15.
  • FIG. 17 offers a partial view in detail of one of the metal structures (9), for the production of FIG. 15.
  • FIG. 18 offers a detailed view of a separating stud (1), for the embodiment of FIG. 15.
  • the panel (1) which is the subject of the invention comprises two sub-panels (2), each of which has a steel frame (3), for example of a 16 x 10 x 1 quadrangular rule.
  • This frame (3) will be perfectly rectangular as shown in Figures 1 and 4, but it can take any other form in order to adapt to specific needs.
  • the frame (3) comprises a mesh (4), for example, of rod ⁇ 5 mm, forming a trellis.
  • each sub-panel (2) There is on the inner face of each sub-panel (2) a sheet (5) made of a thermo-acoustic insulating material having a sufficient thickness and rigidity, for example 50 mm in order to serve as formwork.
  • the sheet (5) can be of polyexpan, extruded polyester, porexpan, etc.
  • Threaded studs (6) (fig. 5) provided with their corresponding nuts (7) are used for the assembly function - separation of the frames (3) between them and, consequently, of the sub-panels (2) in order to constitute the panel (1). These studs (6) then serve as external separators.
  • sub-panels (1) are used and in order to make them self-supporting largets (F1), (F2), fixed to the first by pins (F3).
  • the rods (F8), (F10) constitute the frame of the panel.
  • the widgets (F1), (F2) -see Figures 6 and 7- of "U” section have in their core through holes, which allow to accommodate the rods (F8).
  • the widgets (F2) have in their wings at least a perforated coating (21) intended to accommodate the rods (F10).
  • the widgets (F1) correlatively mount the separators / positioners (F4), the latter contributing to the correct positioning of the rods (F10) of the frame.
  • the panel formed (1) it is carried out at work and, by a traditional means, it is made so that the space (e) being between the sub-panels (2) is filled with concrete, thanks to which the panel (1) is definitively constituted, as soon as it is finished, on the construction site, with (figure 9): the float (10) inside - outside, the structure metal (9) formed of a frame (3) and the mesh (4), the sheets (5) of insulating material and the concrete (11).
  • the panels (1) can be assembled to each other using widgets (12) which are bolted (FIG. 8) to the frames (3) of the adjacent panels.
  • a practical example of the panel which is the subject of the invention would be a rectangular panel having the dimensions 1800 x 2800 x 180 mm, the concrete filling volume of 0.60 m3 would give a weight of 40.32 kg, which for an area of 5.04 m2 gives 8 kg / m2.
  • the panel which is the subject of the invention comprises two sub-panels, each of which has a metallic structure (9) formed by widgets / frame (91) and rods / mesh (92) fixed / connected to each other without using welds, any more than any other fastening element.
  • the metallic structure (9) comprises a mesh (92) of rod, for example, of ⁇ 5 mm, forming a trellis on the largets / frames (91).
  • plywoods (1) connected to the widgets / frame (91) of the former by clamping pins (3).
  • each wide / frame (91) comprises at intervals mortises (93) obtained by stamping or other system of the kind, in several of which - belonging to largets / frame (91) distinct - comes to accommodate the same rod / mesh (92) so that the widgets / frame (91) of each sub-panel are glued to each other.
  • Each larget / frame (91) also comprises buttonhole holes (94) - interposed between all the two mortises (93) - on which the separation largets (1) are mounted.
  • Each separation larget (1) of extraplane configuration and rectangular plan (FIG. 18) has orifices (1a) in order to accommodate ridged steel circles - which will constitute the reinforcement of the concrete (11) - as well as two eyelashes ( 12) diametrically opposite and each of which in turn has a passage orifice (13). Between these eyelashes (12) and the main body are defined housings (14).
  • the eyelashes (12) of the plywoods (1) are housed in the holes (94) of the widgets / frames (91), pins being fixed between them (3) in the orifices (13).
  • the sheets (5) of insulating material are installed and positioned simultaneously between the separation strips (1) and the own plywood / frame (91) of the metal structure (9) trapped in the housings (14) , (figure 16). And in this way a light self-supporting panel is obtained, according to the invention.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Panels For Use In Building Construction (AREA)
  • Building Environments (AREA)
EP94500195A 1993-11-26 1994-11-24 Selbsttragendes Paneel Withdrawn EP0657596A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ES9303145U 1993-11-26
ES9303145U ES1026405Y (es) 1993-11-26 1993-11-26 Panel perfeccionado autoportante.

Publications (1)

Publication Number Publication Date
EP0657596A1 true EP0657596A1 (de) 1995-06-14

Family

ID=8284468

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94500195A Withdrawn EP0657596A1 (de) 1993-11-26 1994-11-24 Selbsttragendes Paneel

Country Status (2)

Country Link
EP (1) EP0657596A1 (de)
ES (1) ES1026405Y (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2300190A1 (es) * 2006-05-25 2008-06-01 Universitat Politecnica De Catalunya Elemento estructural.

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES1073323Y (es) * 2010-07-09 2011-02-28 Fernandez Angel Fernandez Encofrado perdido autoportante
ES2404887B1 (es) * 2010-09-28 2014-04-14 Sanfer Global System S.L. Encofrado perdido aligerado para elementos verticales con mallazo embebido
WO2013079731A1 (es) * 2011-12-02 2013-06-06 Sanfer Global System, S.L. Encofrado perdido aligerado con mallazo exterior

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1010489A (fr) * 1948-08-27 1952-06-11 Procédé d'établissement d'éléments de construction et de constructions, éléments de construction et constructions résultant de l'application de ce procédé
US3760540A (en) * 1971-09-08 1973-09-25 P Latoria Pre-cast concrete building panels
FR2300856A1 (fr) * 1975-02-11 1976-09-10 Batier Jean Noel Element pour la construction de murs, cloisons, planchers, plafonds
EP0055504A1 (de) * 1980-12-31 1982-07-07 Nagron Steel and Aluminium B.V. Verfahren und Strukturelement für den Aufbau eines Gebäudes und auf diese Art ausgebildetes Gebäude
WO1985003966A1 (fr) * 1984-03-02 1985-09-12 Jean Debuyst Elements de structure et procede de realisation
DE8604345U1 (de) * 1986-02-19 1986-06-12 Peca-Verbundtechnik GmbH, 94339 Leiblfing Schalungselement für Betonbauteile
FR2675181A1 (fr) * 1991-10-25 1992-10-16 Durand Philippe Structure de coffrage perdu pour cloison porteuse et procede de realisation d'une cloison porteuse avec une telle structure.

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1010489A (fr) * 1948-08-27 1952-06-11 Procédé d'établissement d'éléments de construction et de constructions, éléments de construction et constructions résultant de l'application de ce procédé
US3760540A (en) * 1971-09-08 1973-09-25 P Latoria Pre-cast concrete building panels
FR2300856A1 (fr) * 1975-02-11 1976-09-10 Batier Jean Noel Element pour la construction de murs, cloisons, planchers, plafonds
EP0055504A1 (de) * 1980-12-31 1982-07-07 Nagron Steel and Aluminium B.V. Verfahren und Strukturelement für den Aufbau eines Gebäudes und auf diese Art ausgebildetes Gebäude
WO1985003966A1 (fr) * 1984-03-02 1985-09-12 Jean Debuyst Elements de structure et procede de realisation
DE8604345U1 (de) * 1986-02-19 1986-06-12 Peca-Verbundtechnik GmbH, 94339 Leiblfing Schalungselement für Betonbauteile
FR2675181A1 (fr) * 1991-10-25 1992-10-16 Durand Philippe Structure de coffrage perdu pour cloison porteuse et procede de realisation d'une cloison porteuse avec une telle structure.

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2300190A1 (es) * 2006-05-25 2008-06-01 Universitat Politecnica De Catalunya Elemento estructural.

Also Published As

Publication number Publication date
ES1026405U (es) 1994-04-16
ES1026405Y (es) 1994-10-01

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