EP0110874B1 - Procede ameliore d'erection de structure de construction en beton arme - Google Patents

Procede ameliore d'erection de structure de construction en beton arme Download PDF

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Publication number
EP0110874B1
EP0110874B1 EP19820901611 EP82901611A EP0110874B1 EP 0110874 B1 EP0110874 B1 EP 0110874B1 EP 19820901611 EP19820901611 EP 19820901611 EP 82901611 A EP82901611 A EP 82901611A EP 0110874 B1 EP0110874 B1 EP 0110874B1
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EP
European Patent Office
Prior art keywords
meshwork
reinforcement
surface panels
panels
mesh
Prior art date
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Expired
Application number
EP19820901611
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German (de)
English (en)
Other versions
EP0110874A1 (fr
EP0110874A4 (fr
Inventor
Imre Szombathelyi
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Individual
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Individual
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Publication date
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Publication of EP0110874A1 publication Critical patent/EP0110874A1/fr
Publication of EP0110874A4 publication Critical patent/EP0110874A4/fr
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic

Definitions

  • the invention relates to an improved method for erecting reinforced concrete building structures having pre-fabricated surface panels of hygroscopic, porous and capillaric material and further having a reinforcing steel rod meshwork.
  • the surface panels and the reinforcing meshwork are interfused by cast concrete so as to form a substantially monolithic bearing structure for the building to be erected.
  • the building structures to be established are dissolved into modules which are further dissolved into submodular component parts in a manner that all main size dimensions of the modules are generated by using a basic modular length unit while all size dimensions of the submodular component parts are characterized by a geometric submodular length size unit.
  • a dual reference system between surface panels applied and between submodolar mesh elements used is provided, including adjustable machinery or equipment for the manufacture of said elements.
  • the steel rod reinforcement netting of the bearing structure is assembled and put to place.
  • the porous, capillaric surface panels and the reinforcement are interfused so as to form a substantially monolithic bearing structure, and finally, after setting of the filled-in concrete as final step of building erection the temporary support means is removed.
  • An object of the present invention is to provide a novel improved method for erecting reinforced concrete building structures the method providing an easier temporary fixing and support of the vertically and/or horizontally arranged surface panels and other structure elements, and resulting in a rapid and more economic on-the-spot assembly of the structure elements without any temporary support means.
  • an improved method for erecting reinforced concrete building structures comprising the steps of forming first a substantially self-supporting rigid spatial reinforcement meshwork for at least a part of the building structure to be erected by rigidly coupling raster-shaped, substantially planar and/or spatial steel rod nettings cut to size from pre-fabricated panelled rod mesh.
  • prefabricated surface panels of hygroscopic, porous and capillaric material are secured to the rigid spacial reinforcement meshwork.
  • the surface panels have a substantially even, smooth outer surface and a raster-shaped mesh-grooved inner surface.
  • the spacing distances of the raster of the mesh-grooves in the inner surface of the panels are substantially identical with that of the steel rod nettings of the rigid reinforcement meshwork.
  • the mesh-grooves of the surface panels are capable of at least partially embedding the reinforcement meshwork which they are secured to whereby the reinforcement meshwork serves simultaneously as supporting structure for the surface panels.
  • the space of the reinforcement meshwork enclosed by or adjacent to the inner surfaces of the panels is filled in with cast concrete forming thereby the desired reinforced concrete building structure by simultaneously utilizing the surface panels as remaining formwork for said structure.
  • the pre-fabricated surface panels of hygroscopic material Prior to securing the pre-fabricated surface panels of hygroscopic material to the rigid spatial reinforcement meshwork, preferably all or at least some of the structural members or at least fixtures, fittings or casings for such members and/or building installations like pipes, power cables and the like may also be fixed to the rigid spatial reinforcement meshwork while it is formed for at least a part of the building structure to be erected.
  • the surface panels are pre- fabricated by form-pressing of a mixture of swollen pearlite with a suitable binder added.
  • the improvement lies in that-against all known methods-first the reinforcement meshwork for the bearing structure of the building is at least partially formed.
  • the reinforcement meshwork in all cases raster-shaped steel rod nettings are used the raster spacing distances of which are integer parts of the modular length unit of the system.
  • planar and/or spatial steel rod nettings are rigidly coupled by means of welding, of screwing or of wireing whereby a substantially self-supporting spatial reinforcement mesh-work capable of load bearing to a certain desired degree is established. While forming said reinforcement meshwork, preferably installations like power supply cables, pipes and the like may also be secured to it.
  • spatial steel rod nettings 2 for vertically extending structural parts and spatial steel rod nettings 3 for horizontally extending structural parts of the building structure to be erected are made by inserting suitable distance members between pairs of cut to size raster-shaped rod mesh panels 1 having a raster with spacing distances derived from the modular length size unit of the system and pre-fabricated industrially in large series preferably by welding of reinforcing steel rods of a diameter suitable to meet the static load requirement of the structure to be erected.
  • Said mesh panels 1 and/or nettings 2 should be rigidly connected to each other preferably by welding, though any other suitable fixing mode, e.g. wireing, etc. may be applied for fixing.
  • any other suitable fixing mode e.g. wireing, etc. may be applied for fixing.
  • a rigid, self-supporting spatial reinforcement structure which is not only suitable for holding and supporting of surface panels 4 (to be dealt with later), covering preferably both the inner and the external wall surfaces of the structure but the rigid meshwork can be utilized simultaneously as grading means for the proper arrangement of said surface panels 4.
  • Installations like power cables 8 of the building are preferably arranged within and secured to the rigid spatial reinforcement meshwork.
  • construction work is continued by arranging and fixing the surface panels 4 next to each other to said meshwork whereby both an external outer wall cover and an inner wall cover are established.
  • the preferably heat-insulated surface panels 4 are made of highly hygroscopic, porous material so as to ensure a proper concrete setting later, and they have a substantially even, smooth outer surface, while on their other, inner surface facing the reinforcement meshwork there are raster-shaped mesh-grooves 5 capable of embedding the reinforcement meshwork since the spacing distances of the mesh-grooves 5 are substantially identical with those of the rod mesh panels 1 and nettings 2 and 3 forming the reinforcement meshwork. Said spacing distances are equally derived from the modular length size unit of the system applied.
  • the surface panels 4 Differing from any other types of known covering panels, in the surface panels 4 steel pins 6 projecting towards the reinforcement meshwork when arranged on it are embedded. After proper arranging the surface panels 4 by using the reinforcement meshwork as grading means for this purpose, the panels 4 are rigidly fixed to the meshwork by connecting the steel pins 6 to the rods of the nettings 2 and 3 respectively by means of welding, wireing, by bending the pins 6 around said rods, or in any other suitable manner. Having the desired number of surface panels 4 arranged and secured properly to the reinforcement meshwork, thin-liquid concrete 9 is poured or pumped into the space formed by the mesh-grooves 5 of the surface panels 4 substantially embedding the reinforcement meshwork.
  • the surface panels 4 secured to the nettings 3 act as formwork for the concrete to be filled in. In that case it is sufficient to have surface panels 4 secured to the bottom of nettings 3 only.
  • the thickness of the concrete layer is determined by load calculation.
  • Proper setting of the filled-in thin-liquid concrete 9 is advanced by the hygroscopic, porous panel material supplying water to the concrete from its capillaries continuously in the required amount, while setting.
  • the surface panels 4 provide as remaining formwork for the external and the inner wall surfaces of the building including ceiling surfaces too. These surfaces are substantially even and smooth with little finishing work required.
  • the external building wall surfaces may freely be plastered and/or coloured in order to improve their quality and appearance, if required.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Claims (3)

1. Un procédé perfectionné d'érection de structures de bâtiments en béton armé comportant des panneaux de surface préfabriqués (4) en matériau poreux hygroscopique capillaire, ainsi qu'un treillis d'armature de tiges d'acier, lesdits panneaux de surface et ledit treillis d'armature étant liés entre eux par du béton coulé (9) de façon à former une structure porteuse sensiblement monolithique, ledit procédé perfectionné étant caractérisé en ce qu'il comporte les étapes suivantes: on forme d'abord un treillis d'armature tridimensionnel rigide sensiblement autoporteur pour au moins une partie de la structure de bâtiment à ériger, en assemblant rigidement des réseaux en forme de trame (2, 3) sensiblement plans et/ou tridimensionnels de tiges d'acier, découpés dans des panneaux préfabriqués de treillis de tiges (1), on fixe sur ledit treillis rigide d'armature tridimensionnel des panneaux de surface (4) préfabriqués en matériau hygroscopique, poreux et capillaire qui peuvent être, mais ne sont pas obligatoirement isolés thermiquement, et dont la surface extérieure est sensiblement plane et lisse, cependant que leur surface intérieure présente des rainures formant une trame dont les intervalles définis entre les rainures (5) sont sensiblement égaux aux intervalles définis par les réseaux (2, 3) du treillis d'armature rigide, lesdites rainures (5) formant trame des panneaux de surface (4) étant ainsi capables d'encastrer au moins partiellement le treillis d'armature qui sert, en même temps, de structure de support desdites panneaux de surface, et l'on coule du béton (9) dans l'espace du treillis d'armature qui est confiné par ou adjacent aux surfaces intérieures des panneaux de surface (4), de manière à former la structure de bâtiment désirée en béton armé en utilisant simultanément lesdits panneaux de surface comme coffrage de coulée maintenu en place.
2. Un procédé selon la revendication 1, caractérisé en ce qu'il consiste en outre à fixer des organes structurels, ou au moins des garnitures, éléments de fixation ou cadres (7) pour de tels organes et/ou des installations de bâtiment telles que tuyaux, câbles d'alimentation (8) et analogues, sur le treillis rigide d'armature tridimensionnel pendant sa formation dans au moins une partie de la structure de bâtiment à ériger, avant de fixer lesdits panneaux de surface préfabriqués en matériau hygroscopique sur ledit treillis d'armature tridimensionnel.
3. Un procédé selon la revendication 1 ou 2, caractérisé en ce que les panneaux de surface (4) sont préfabriqués par moulage sous pression d'un mélange de perlite expansée et d'un liant approprié associé.
EP19820901611 1982-05-24 1982-05-24 Procede ameliore d'erection de structure de construction en beton arme Expired EP0110874B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/HU1982/000029 WO1983002298A1 (fr) 1982-05-24 1982-05-24 Procede ameliore d'erection de structure de construction en beton arme

Publications (3)

Publication Number Publication Date
EP0110874A1 EP0110874A1 (fr) 1984-06-20
EP0110874A4 EP0110874A4 (fr) 1984-08-08
EP0110874B1 true EP0110874B1 (fr) 1986-09-03

Family

ID=10980470

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19820901611 Expired EP0110874B1 (fr) 1982-05-24 1982-05-24 Procede ameliore d'erection de structure de construction en beton arme

Country Status (3)

Country Link
EP (1) EP0110874B1 (fr)
DE (1) DE3273003D1 (fr)
WO (1) WO1983002298A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4421839C1 (de) * 1994-06-22 1996-01-18 Most Gmbh & Co Kg G Schalungstafel aus Beton

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3016908B1 (fr) * 2014-01-28 2017-05-19 H&H Tech Element de construction isolant et procede pour sa fabrication
HU230568B1 (hu) * 2014-03-21 2016-12-28 Grémound Hungary Kft. Eljárás vasbeton építmények létrehozására száraz és meleg éghajlatú területeken

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1485406A (fr) * 1965-07-05 1967-06-16 Procédé de construction d'un immeuble et immeuble obtenu par ce procédé
DE2242202C2 (de) * 1972-08-28 1984-03-08 Willi 4983 Kirchlengern Wessel Vorrichtung zum Herstellen von Stahlbetonwänden im Ortbetonverfahren
FR2240642A5 (en) * 1973-08-06 1975-03-07 Budapesti Muszaki Egyetem Beto Modular building component system - uses porous plates as lost shuttering for concrete
FR2291322A1 (fr) * 1974-06-18 1976-06-11 Aupretre Serge Panneau isolant composite autonome et procede permettant sa realisation
US4057608A (en) * 1976-04-19 1977-11-08 Showa Denko Kabushiki Kaisha Process of continuous manufacture of light-weight foamed concrete
DE2739375B2 (de) * 1977-09-01 1980-06-04 Ekoperl Gmbh, 4600 Dortmund Verfahren zur Bindung von Staubanteilen in expandiertem Perlite
IT1085186B (it) * 1977-09-13 1985-05-28 Ar Co Edil Di Maroni Francesco Casseratura prefabbricata a perdere termo e fono isolante
SU903531A1 (ru) * 1980-06-24 1982-02-07 Всесоюзный Институт По Проектированию Организации Энергетического Строительства "Оргэнергострой" Щит несъемной опалубки дл возведени железобетонных конструкций

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4421839C1 (de) * 1994-06-22 1996-01-18 Most Gmbh & Co Kg G Schalungstafel aus Beton

Also Published As

Publication number Publication date
EP0110874A1 (fr) 1984-06-20
DE3273003D1 (en) 1986-10-09
EP0110874A4 (fr) 1984-08-08
WO1983002298A1 (fr) 1983-07-07

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