EP0173095B1 - Plaque mixte saillante pour la construction, en particulier pour fond double - Google Patents

Plaque mixte saillante pour la construction, en particulier pour fond double Download PDF

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Publication number
EP0173095B1
EP0173095B1 EP85109559A EP85109559A EP0173095B1 EP 0173095 B1 EP0173095 B1 EP 0173095B1 EP 85109559 A EP85109559 A EP 85109559A EP 85109559 A EP85109559 A EP 85109559A EP 0173095 B1 EP0173095 B1 EP 0173095B1
Authority
EP
European Patent Office
Prior art keywords
composite building
trough
formations
knob
slab according
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
EP85109559A
Other languages
German (de)
English (en)
Other versions
EP0173095A2 (fr
EP0173095A3 (en
Inventor
Manfred Radtke
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.)
Mero Werke Dr Ing Max Mengeringhausen GmbH and Co
Original Assignee
Mero Werke Dr Ing Max Mengeringhausen GmbH and Co
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 Mero Werke Dr Ing Max Mengeringhausen GmbH and Co filed Critical Mero Werke Dr Ing Max Mengeringhausen GmbH and Co
Priority to AT85109559T priority Critical patent/ATE44065T1/de
Publication of EP0173095A2 publication Critical patent/EP0173095A2/fr
Publication of EP0173095A3 publication Critical patent/EP0173095A3/de
Application granted granted Critical
Publication of EP0173095B1 publication Critical patent/EP0173095B1/fr
Expired legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/024—Sectional false floors, e.g. computer floors
    • E04F15/02405—Floor panels
    • E04F15/02417—Floor panels made of box-like elements
    • E04F15/02423—Floor panels made of box-like elements filled with core material
    • E04F15/02429—Floor panels made of box-like elements filled with core material the core material hardening after application
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/024—Sectional false floors, e.g. computer floors
    • E04F15/02405—Floor panels
    • E04F15/02411—Floor panels with integrated feet
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/182—Underlayers coated with adhesive or mortar to receive the flooring
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/185—Underlayers in the form of studded or ribbed plates
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/13—Hollow or container type article [e.g., tube, vase, etc.]
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/23—Sheet including cover or casing
    • Y10T428/232—Encased layer derived from inorganic settable ingredient
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/24—Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24273—Structurally defined web or sheet [e.g., overall dimension, etc.] including aperture
    • Y10T428/24322—Composite web or sheet
    • Y10T428/24331—Composite web or sheet including nonapertured component
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/24—Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24479—Structurally defined web or sheet [e.g., overall dimension, etc.] including variation in thickness
    • Y10T428/24562—Interlaminar spaces
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/24—Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24628—Nonplanar uniform thickness material
    • Y10T428/24669—Aligned or parallel nonplanarities

Definitions

  • the invention relates to a self-supporting composite building board, in particular for raised floors, with an outer trough-shaped reinforcement for a flowable or pourable and curable filler with high compressive strength in the cured state, e.g. Anhydrite, concrete or the like
  • Such a self-supporting composite building board is known from DE-PS 2004101.
  • the trough-shaped reinforcement of this composite building board has a practically flat floor and its entire clear cross-section is filled with anhydrite, so that this composite building board has a correspondingly high weight.
  • a lower board weight is desired without sacrificing the numerous advantages of this composite building board, e.g. B. with high fire resistance, resilience, impact sound insulation, etc.
  • DE-OS 3103632 and 2930426 are also already known double floor panels with numerous knob-shaped projections on their undersides, but which are all supported on a sub-floor, that is, form a plurality of support feet.
  • These raised access floor panels may have a lower weight than the composite panel explained at the outset, but are not self-supporting, i. H. cannot be supported exclusively on their corners on footrests, because the necessary reinforcement is missing.
  • the invention has for its object to develop a cantilever composite building board of the type mentioned in such a way that it has a significantly lower weight and still retain the advantageous properties described above.
  • this object is achieved in that the trough-shaped reinforcement is provided on its underside with a large number of knob-like, filler-containing formations which are connected to one another by a floor element of high tensile strength.
  • the knob-like formations on the underside of the trough-shaped reinforcement means that a much smaller amount of filler is absorbed than from the corresponding lower clear cross-sectional area of the known trough-shaped reinforcement with practical flat floor.
  • the weight reduction achieved in this way with the finished composite building board compared to the prior art is approximately 40%.
  • the smaller amount of filler in the lower cross-sectional area of the composite building board (below the neutral board level) is meaningless, since when the composite building board is loaded only tensile stresses occur in this area anyway and the filler, e.g. B. anhydrite or concrete, is one with very low tensile strength and very low modulus of elasticity.
  • the high load-bearing capacity of the composite building board according to the invention is ensured by attaching a floor element of high tensile strength to the downwardly protruding knob-like formations, which absorbs the tensile forces occurring on its underside when the composite building board is loaded.
  • the arrangement of such a floor element also makes it possible to use relatively thin-walled material for the trough-shaped reinforcement, which has a favorable effect on their production costs.
  • the quantity of filler relevant for the impact sound insulation is nevertheless also present in sufficient quantities in the composite building board according to the invention.
  • the relatively high fire resistance of the composite building board is ensured by the fact that there is a sufficiently thick filler layer over the entire section of the board between the trough-shaped reinforcement and the top of the board.
  • any coverings can be attached to the top of the plate.
  • the knob-like formations on the underside of the trough-shaped reinforcement are preferably of uniform design and regularly arranged and are expediently produced using the steel sheet for the trough-shaped reinforcement in the deep-drawing process.
  • the floor element with high tensile strength can be welded, glued, riveted or screwed onto the knob-like formations of the trough-shaped reinforcement.
  • the floor element can simply consist of a sheet of thin metal.
  • the floor element can be perforated to further reduce the weight of the composite building board.
  • the flexural strength of the composite building board is improved if the base element is provided with stiffening beads or the like.
  • the bottom element can also be made of a grid, e.g. B. a steel mesh.
  • the height of the knob-like formations can be about half the total height of the trough-shaped reinforcement and thus un lie below the neutral level of the composite building board.
  • the knob-like formations can be frustoconical, their cross-section becoming smaller on the outside. This frusto-conical version of the knob-like formations is preferred because of the simplified removal of the finished trough-shaped reinforcement from a corresponding deep-drawing tool.
  • the height of the knob-like formations becomes progressively smaller towards the center of the trough-shaped reinforcement in order to arch the trough-shaped reinforcement slightly upwards, so that after the filler has been introduced, the underside and top of the composite building board run plane-parallel to one another, the slight deflection of the trough-shaped reinforcement caused by the weight of the filler is advantageously compensated for.
  • the trough-shaped reinforcement of which has openings with pressed-in edges for anchoring in the filler it is expedient for manufacturing reasons if the bottoms of the knob-like formations have these openings.
  • the openings in the bottoms of the knob-like formations are closed to the outside by the base element, the filler is prevented from escaping through these openings as long as it is still in the flowable or pourable state.
  • the closure materials previously applied over the openings for the same purpose are thus advantageously replaced by the base element which is required anyway.
  • knob-like formations are provided on their underside with wart-shaped welding projections for puncturing the base element, the spot welding process is facilitated.
  • the self-supporting composite building boards 10 and 10A selected as exemplary embodiments form floor boards for raised floors.
  • Such floor slabs are mutually laid on one another and are supported at their corners on footrests, which in turn are placed on the raw floor of the respective building.
  • the composite building board 10 contains an outer trough-shaped reinforcement 11, which in the exemplary embodiment is made of sheet steel with a surface protection, e.g. there is a zinc coating.
  • the trough-shaped reinforcement 11 has numerous, regularly arranged, uniform, knob-like formations 12 on its underside, which are formed in a deep-drawing process together with the upwardly extending, circumferential side walls 13 of the trough-shaped reinforcement 11.
  • These knob-like formations 12 form truncated cones, the cross-section of which is slightly smaller towards the outside or below.
  • the height of the formations 12 corresponds to approximately half the height of the reinforcement 11.
  • the height of the knob-like formations 12 can decrease progressively towards the center of the trough-shaped reinforcement 11, so that the bottom sides 14 of the formations 12 are slightly curved upwards.
  • This has the advantage that when the filler is introduced into the trough-shaped reinforcement, which is still to be described, the trough-shaped reinforcement 11 is bent downward to such an extent that the underside and top of the finished composite building board 10 run plane-parallel.
  • the knob-like formations 12 z. B. have a smallest diameter of approx. 20 mm and at a mutual distance of approx. 40 mm, measured from center to center of the protrusions.
  • a sheet steel plate of small thickness acting as a base element 15 is fastened by spot welding, which can be provided with openings 16 in relation to the cavities between the formations 12 for further weight saving, as is indicated in FIG. 4.
  • wart-like welding projections 17, which are arranged centrally on the outside on the bottom sides 14 and which facilitate the puncturing of the bottom element 15 by means of a corresponding spot welding machine.
  • This floor element 15 is used when the finished composite building board 10 to absorb tensile forces and is equal to the trough-shaped reinforcement 11 with a surface protection, for. B. provided a zinc coating.
  • tub reinforcement 11 To complete the cantilever composite building board 10 is in the open top, tub reinforcement 11, a flowable or pourable and curable filler 18, preferably anhydrite, introduced. Possibly. after passing through a vibrating station, excess filler 18 is wiped off in order to obtain a smooth surface 19. After the filler 18 has hardened, the surface 19 can, if necessary, be additionally ground so that it is perfectly flat.
  • the self-supporting composite building board 10A shown partially in section in FIG. 4 corresponds essentially to that according to FIG. 1 and the same parts are therefore also identified by the same reference numbers.
  • the trough-shaped reinforcement 11 on its circumferential side walls 13 and on the bottom sides 14 of its knob-like formations 12 has openings 21 with inwardly drawn edges, which produce a composite effect between the trough-shaped reinforcement 11 and the filler 18 serve.
  • the filler which has penetrated into the openings 21 with the inwardly drawn edges namely forms conical anchoring bodies after it has hardened.
  • the sheet steel sheet of small thickness which is fastened on the outside on the bottom sides 14 of the formations 12 by spot welding and serves as a bottom element 15 ', not only serves to absorb tensile forces when the composite building board 10A is loaded, but also serves the purpose of the filler 18 leaking out during the filling process Avoid openings 21 in the bottom sides 14.
  • the openings 21 in the side walls 13 of the trough-shaped reinforcement 11 are closed for the same purpose with an adhesive strip or the like to the outside.
  • the sheet steel plate serving as the base element 15 ' has in this embodiment 12 openings 16 between the formations for weight reduction.
  • the knob-like formations 12 in the trough-shaped reinforcement 11 can also be cylindrical or have a polygonal cross section. Although galvanized steel sheet is preferred for the trough-shaped reinforcement 11 and the floor elements 15 and 15 ', these components can also consist of other materials.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Floor Finish (AREA)
  • Addition Polymer Or Copolymer, Post-Treatments, Or Chemical Modifications (AREA)
  • Polyurethanes Or Polyureas (AREA)
  • Laminated Bodies (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (11)

1. Plaque de construction composite, autopor- tante, en particulier pour doubles planchers, comportant une armature extérieure en forme de cuvette destinée à une matière de remplissage fluide ou pulvérulente et durcissable présentant une résistance à la compression élevée à l'état durci, par exemple de l'anhydrite, du béton ou un matériau similaire, caractérisée en ce que l'armature (11) en cuvette est pourvue, sur sa face inférieure, d'une multiplicité de creux (12) en forme de boutons, contenant de la matière de remplissage (18), et qui sont reliés entre eux par un élément de fond (15) d'une grande résistance à la traction.
2. Plaque de construction composite selon la revendication 1, caractérisée en ce que l'élément de fond (15) est un panneau en tôle de faible épaisseur.
3. Plaque de construction composite selon la revendication 2, caractérisée en ce que l'élément de fond (15) est perforé.
4. Plaque de construction composite selon la revendication 2, caractérisée en ce que l'élément de fond (15) est pourvu de moulures raidisseuses ou organes similaires.
5. Plaque de construction composite selon la revendication 1, caractérisée en ce que l'élément de fond est une grille, par exemple une grille en acier de construction.
6. Plaque de construction composite selon la revendication 1, caractérisée en ce que la hauteur des creux en forme de boutons est à peu près égale à la moitié de la hauteur totale de l'armature (11) en forme de cuvette.
7. Plaque de construction composite selon la revendication 1, caractérisée en ce que les creux (12) en forme de boutons sont tronconiques, leur section transversale étant plus petite vers l'extérieur.
8. Plaque de construction composite selon la revendication 1, caractérisée en ce que la hauteur des creux (12) en forme de boutons diminue progressivement vers le centre de l'armature (11) en forme de cuvette, afin d'incurver légèrement vers le haut l'armature (11) en forme de cuvette, de sorte que lorsque la matière de remplissage (18) a été mise en oeuvre, la face inférieure et la face supérieure de la plaque de construction composite (10, 10A) se situent dans des plans parallèles.
9. Plaque de construction composite selon les revendications 1, 6 ou 7, dont l'armature en forme de cuvette comporte des ouvertures aux bords repliés vers l'intérieur, pour s'ancrer dans la matière de remplissage, caractérisée en ce que les fonds (14) des creux (12) en forme de boutons comportent ces ouvertures (21 ).
10. Plaque de construction composite selon les revendications 1, 2 et 9, caractérisée en ce que les ouvertures (21) pratiquées dans les fonds (14) des creux (12) en forme de boutons sont fermées vers l'extérieur par l'élément de fond (15).
11. Plaque de construction composite selon la revendication 1, caractérisée en ce que les creux (12) en forme de boutons sont pourvus, sur leur face inférieure, de saillies de soudage (17) en forme de boutons, pour souder par points l'élément de fond (15).
EP85109559A 1984-08-24 1985-07-30 Plaque mixte saillante pour la construction, en particulier pour fond double Expired EP0173095B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT85109559T ATE44065T1 (de) 1984-08-24 1985-07-30 Freitragende verbundbauplatte, insbesondere fuer doppelboeden.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3431118A DE3431118C1 (de) 1984-08-24 1984-08-24 Freitragende Verbundbauplatte,insbesondere fuer Doppelboeden
DE3431118 1984-08-24

Publications (3)

Publication Number Publication Date
EP0173095A2 EP0173095A2 (fr) 1986-03-05
EP0173095A3 EP0173095A3 (en) 1987-03-25
EP0173095B1 true EP0173095B1 (fr) 1989-06-14

Family

ID=6243762

Family Applications (1)

Application Number Title Priority Date Filing Date
EP85109559A Expired EP0173095B1 (fr) 1984-08-24 1985-07-30 Plaque mixte saillante pour la construction, en particulier pour fond double

Country Status (6)

Country Link
US (1) US4640854A (fr)
EP (1) EP0173095B1 (fr)
AT (1) ATE44065T1 (fr)
CA (1) CA1251944A (fr)
DE (1) DE3431118C1 (fr)
ES (1) ES288739Y (fr)

Families Citing this family (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3720238A1 (de) * 1987-06-19 1989-01-05 Mero Werke Kg Verbundbauplatte, insbesondere fuer doppelboeden
US4993208A (en) * 1987-09-29 1991-02-19 Buchtal Gesellschaft Mit Beschrankter Haftung Mold for producing tile-shaped floor elements for forming a double floor construction and a corresponding tile-shaped floor element
DE3803062A1 (de) * 1988-01-29 1989-08-10 Herbst Donald Biegsame schalungsfolie
DE3902419C3 (de) * 1989-01-27 2000-06-15 Dieter Opitz Bodenbelag
IT1237170B (it) * 1989-10-27 1993-05-24 Componente deumidificante per sistemi murari.
JP3006069B2 (ja) * 1990-10-26 2000-02-07 タカタ株式会社 エアバッグ装置のモジュールカバー
KR970033353A (ko) * 1995-12-19 1997-07-22 이대원 요소연결부 구조
US5950390A (en) * 1998-04-20 1999-09-14 Jones; Jack Pre-cast concrete building module
DE29907682U1 (de) 1999-04-30 2000-09-07 Deutsche Verpackungsmittel Bodenplatte
AU2002225285A1 (en) * 2002-01-25 2003-09-02 Edilconsulting S.A. Flat panel for raised floor
ITTV20020034A1 (it) * 2002-04-04 2003-10-06 Marcello Toncelli Lastra rinforzata in conglomerato cementizio, procedimento per la suafabbricazione e relativa struttura di rinforzo
ITVR20020035A1 (it) * 2002-04-11 2003-10-13 Stone Italiana S R L Procedimento per la produzione di lastre o piastrelle in materiale agglomerato armate con piastra metallica e lastre o piastrelle armate con
USD813421S1 (en) 2009-08-28 2018-03-20 Progress Profiles Spa Floor underlayment
US9188348B2 (en) 2009-08-28 2015-11-17 Progress Profiles Spa Method and apparatus for positioning heating elements
US8950141B2 (en) * 2012-09-12 2015-02-10 Schluter Systems L.P. Veneer underlayment
US10215423B2 (en) 2014-08-18 2019-02-26 Progress Profiles S.P.A. Method and apparatus for positioning heating elements
CA3073539C (fr) 2014-08-18 2021-09-28 Progress Profiles Spa Procede et appareil pour le positionnement d'elements chauffants
USD806911S1 (en) 2015-03-17 2018-01-02 Silcart S.P.A. Floor underlayment
US9328520B1 (en) * 2015-07-17 2016-05-03 Matthew Kriser High strength in-floor decoupling membrane
US10859274B2 (en) 2016-04-01 2020-12-08 Progress Profiles S.P.A. Support for radiant covering and floor heating elements
US9726383B1 (en) 2016-06-17 2017-08-08 Progress Profiles S.P.A. Support for radiant covering and floor heating elements
USD971449S1 (en) 2016-04-13 2022-11-29 Progress Profiles S.P.A. Floor underlayment
GB2571745B (en) * 2018-03-07 2020-07-22 George Owen Ltd Concrete paving panel
US11746541B2 (en) * 2019-04-01 2023-09-05 Formulated Materials Llc High compressive strength sound attenuation
DE102019109458A1 (de) * 2019-04-10 2020-10-15 Infinex Holding Gmbh Trägerplatte für einen Boden-, Wand- oder Deckenaufbau
EP4025744A1 (fr) * 2019-09-06 2022-07-13 Cpc Ag Plancher en béton, éléments de plancher en béton et procédés de fabrication d'un plancher en béton et d'un élément de plancher en béton

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GB544042A (en) * 1940-07-23 1942-03-25 George Carpenter Improvements in and relating to reinforcement of lightweight building slabs and like materials
US3286418A (en) * 1962-08-14 1966-11-22 Kissam Builders Supply Company Prestressed composite load-bearing slab
CH516709A (de) * 1970-01-30 1971-12-15 Mero Ag Verfahren zur Herstellung von Verbund-Bauplatten
FR2143610A2 (en) * 1971-06-29 1973-02-09 Morel Charles Foam cored panels - reinforced with steel webs in two directions and with some core cells filled with concrete
US3845593A (en) * 1972-09-12 1974-11-05 G Zen Lightweight concrete panel
GB2050904A (en) * 1979-06-20 1981-01-14 Tate Architectural Products Rigid stiffening web for load- bearing panel
DE2930426C2 (de) * 1979-07-26 1986-08-14 Betonwerk Kleinwallstadt Richard Weitz GmbH, 8751 Kleinwallstadt Fußbodenelement für eine Fußbodenheizung
US4411121A (en) * 1981-02-02 1983-10-25 Tate Architectural Products, Inc. Structural member with truncated conical portion and composite panel including same
CA1181215A (fr) * 1981-02-04 1985-01-22 Wolfgang Radtke Plancher creux
DE3345620C1 (de) * 1983-12-16 1985-04-25 MERO-Werke Dr.-Ing. Max Mengeringhausen, GmbH & Co, 8700 Würzburg Freitragende Verbundplatte für Doppelböden, Decken oder dergleichen

Also Published As

Publication number Publication date
EP0173095A2 (fr) 1986-03-05
DE3431118C1 (de) 1985-04-04
CA1251944A (fr) 1989-04-04
ES288739U (es) 1986-01-16
ES288739Y (es) 1986-10-01
EP0173095A3 (en) 1987-03-25
US4640854A (en) 1987-02-03
ATE44065T1 (de) 1989-06-15

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