EP0031600A2 - Process for the construction of dwellings - Google Patents

Process for the construction of dwellings Download PDF

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Publication number
EP0031600A2
EP0031600A2 EP80201035A EP80201035A EP0031600A2 EP 0031600 A2 EP0031600 A2 EP 0031600A2 EP 80201035 A EP80201035 A EP 80201035A EP 80201035 A EP80201035 A EP 80201035A EP 0031600 A2 EP0031600 A2 EP 0031600A2
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EP
European Patent Office
Prior art keywords
floor slab
slab
plates
floor
concrete
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP80201035A
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German (de)
French (fr)
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EP0031600B1 (en
EP0031600A3 (en
Inventor
François Neuckens
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Individual
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Individual
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Publication date
Priority claimed from BE2/58186A external-priority patent/BE879872A/en
Application filed by Individual filed Critical Individual
Priority to AT80201035T priority Critical patent/ATE8682T1/en
Publication of EP0031600A2 publication Critical patent/EP0031600A2/en
Publication of EP0031600A3 publication Critical patent/EP0031600A3/en
Application granted granted Critical
Publication of EP0031600B1 publication Critical patent/EP0031600B1/en
Expired legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B1/3511—Lift-slab; characterised by a purely vertical lifting of floors or roofs or parts thereof
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ

Definitions

  • the present invention relates to a method of building dwellings, as well as dwellings thus constructed, which are generally, but not exclusively, single-family homes or small apartment buildings.
  • the present invention relates to a method of building dwellings which is practically free from all the aforementioned drawbacks of the traditional building system and which is characterized for this purpose in that it provides for a particularly simple and practically free of interruptions, without scaffolding or other devices of this kind, of the floor slabs by concreting on the ground floor, and a gradual, automatic and simultaneous realization of the walls and walls as the slabs are lifted, also by pouring an appropriate composition, such as generally reinforced concrete or not.
  • This system according to the invention has the great advantage over the traditional system of saving considerable time in the construction of the shell, without increasing the workforce.
  • the construction method according to the invention which has the abovementioned advantages in addition to many other advantages, for this purpose essentially comprises the following operations: construction, on an appropriate basis and up to a low height, of at least a portion exterior and interior walls: installation of plates, intended to act as formwork, over a height slightly greater than that of the previous small walls and over the entire length on either side of the latter; concreting a reinforced concrete floor slab on the said base; arrangement or realization at several points of this floor slab, on the one hand, of means for fixing a pneumatic or hydraulic cylinder and, on the other hand, of a passage for the piston rod of the latter; lifting of said floor slab by means of these pneumatic or hydraulic cylinders, with simultaneous lifting of said formwork plates and possibly mounting of such additional plates; successive pouring, between said plates and on the small walls, of a sufficient quantity of concrete until the floor slab has reached the required height; and finally fixing the floor slab to the concrete wall thus obtained.
  • the support 1 may be an appropriate base of any kind, but will preferably be a paving slab, placed directly on the ground or constituting the upper element of a cellar, false cellar or other.
  • the exterior walls 2 and the unrepresented interior walls of the house up to a determined height, for example up to a height of 50 cm, and is built the facing 3 of the exterior walls, which are hollow walls, approximately to the same height.
  • An insulating layer is then introduced into the hollow of the exterior walls, up to a determined height, for example in the form of polyurethane or cellular polyethylene sheets or of another suitable insulating material, an insulating layer which is kept at a short distance. of the outer wall 3 by equidistant spacers 5, for example in the form of tubular plastic elements, for example of the kind used for laying electric cables.
  • a support plate 6 is then applied to the inner face of the wall 3 and to the two faces of the possible interior walls, also up to a determined height, which in this case is for example a plate of insulating material.
  • a lattice of concrete bars 7 suitably fixed, for example by welding, to the reinforcement 8, which is kept at a certain distance from the pavement 1 by suitable spacing elements, not shown, support trellis 7 which is also fixed at the top to the frame 8 by means of spacing rods or support elements 9, and may, if necessary, be capped curved stirrups.
  • said paving slab 1 There are then placed on said paving slab 1 at least three devices 10 regularly distributed over the surface at judiciously chosen points and the number of which depends on the extent of the surface, devices which are in the form of a central tubular part 11 , the height of which is greater, for example, than the thickness of the floor plate to be lifted later and of which four arms 12, 13, 14 and 15 are integral, which, at their ends, carry vertical L-profiles, respectively 16, 17, 18 and 19.
  • the tube 11 has a well-defined diameter and said L-sections 16-19 are arranged at appropriate mutual distances.
  • a nut 20 is provided, with which a threaded rod 21 cooperates, possibly provided with a head 22.
  • bolts are applied to the L-sections 16-19, which act as guides. thickness of the floor plate to be made and which are placed with their heads on the slab 1.
  • These bolts are preferably provided with an envelope, such as a small tube, which can remain in the concrete after the removal of the bolts .
  • the heads of the bolts may be fitted with a washer, plate or other suitable device for distributing the force exerted on the concrete over a larger area.
  • a layer of sand or other suitable material 27 is spread over the paving slab 1 and a layer of concrete 28 is then poured onto the paving slab as floor slab or the like, the layer of sand 27 simply serving to prevent the concrete floor slab 28 from blocking with the paving slab 1.
  • the elements 10 are removed, which can be done simply by tightening the screw 22, so as to automatically press the lower end of this screw against the slab 1 and push the device 10, formed by the tube 11 with the arms 12-15 and the profiles 16-19, upwards until it comes out of the concrete, all this so that at the place of each device 10 only the four bolts 23-26 continue to protrude above the slab 28.
  • the length of the supports 35 corresponds to the desired distance between the upper face of the paving slab and the lower face of the floor slab and each of these supports 35 is provided at the bottom with an adjusting screw. It goes without saying that we can use standard props or jacks for the floor slab.
  • the support 7 is then curved or cut to the required length and placed on the wall formed by the different masses of concrete 34 (see FIG. 5), after which a layer of concrete, cement, mor tier or another suitable composition 41, which forms, through said support 7, so to speak the connecting layer between the slab 28 and the concrete wall.
  • the supports are moved aside and the completion of the house is started, which is carried out in the same manner as that of a house whose structural work has been carried out in the traditional manner.
  • Figures 8 to 11 relate to an embodiment which differs from the previous one in that on the paving slab 1 are poured two slabs, namely the slab 28 and, on the latter, an additional slab 42 also with intercalation of a layer of sand, respectively 27 and 43, on the one hand, between slabs 1 and 28 and, on the other hand, between slabs 28 and 42, which are poured with an interval of 1 to 2 days.
  • a support plate such as for example a plate of insulating material 44, the height of which corresponds roughly to the thickness of the slab 28, after which there is available on the latter, before pouring the slab 42, a support 6, which, as in the previous case, is supported by a trellis 7 and by supports 9, which, by occurrence, are fixed to the frame 45 of the slab 42.
  • the devices 10 are, in this case, higher than in the previous case, which means, in other words, that the tube 11 and the L-sections 23-26 have a length which is greater than the thickness of all of the slabs 28 and 42, while the bolts 23 and 26, which are longer than in the previous case, are provided, between the two slabs 28 and 42, with nuts 48 acting as supports for the slab 42.
  • These bolts 23-26 are executed so as to allow the separation of the slab 42 from the slab 28, when the latter has arrived at the required height and rests thereon on supports.
  • an additional lattice or other similar device 50 is suitably fixed (see FIG. 11) to part 47 of the lattice 46, for example by bending said parts 47 of the lattice 46 on the lattice or other similar device 50, which is placed above the concrete wall already concreted, after which the previous operations are repeated until the slab 42 is at the level provided, illustrated by FIG. 11.
  • Said trellis 7 is then bent in an appropriate manner and, if necessary, partially cut out with a view to its arrangement above the walls already concreted, as in the first embodiment described above.
  • said concrete slab 42 is made integral with the concrete wall 34 by means of a layer of concrete, cement, mortar or other suitable composition 51, the supports 35 which separate the slabs 42 and 48 being finally removed after the hardening of this bonding layer 51, in order to allow the bonding between the concrete walls and the slab 28 to be completed by means of a layer of cement mortar or the like 52.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

For the putting up of small dwellings, part of the inner and outer walls are erected to a low height on a suitable supporting surface, and at a height which is slightly greater than this, plates extending over the full area enclosed by the walls, are installed to act as shutters. These are of polyurethane or polyethylene foam reinforced with a network of metal, and a reinforced support plate is cast on these, the support plate being provided with fastenings for a pressure cylinder and a passage for the piston rod. The reinforced support is jacked up by the cylinder to the required height and plates of reinforced foam are fitted to act as shutters for the casting of the walls between them and the bonding of the concrete of the walls to the reinforced support plate. An ornamental outer wall may be provided and during casting the foam plates are held away from the outer wall by fastening which are removed when the concrete has partly set, whilst the foam plates remain. The technique dispenses with the need for highly skilled people and eliminates waiting time whilst floors and walls set.

Description

La présente invention a trait à un procédé de construction d'habitations, ainsi qu'aux habitations ainsi construites, qui sont généralement, mais pas exclusivement, des maisons unifamiliales ou de petits immeubles à appartements.The present invention relates to a method of building dwellings, as well as dwellings thus constructed, which are generally, but not exclusively, single-family homes or small apartment buildings.

On sait que les maisons unifamiliales et les petits immeubles à appartements sont, de manière traditionnelle, dans la grande majorité des cas construits en maçonnerie. Ce procédé traditionnel comporte généralement la réalisation au rez-de-chaussée d'un sol en béton ou en dalles creuses posées sur les fondations, sur lequel sont ensuite maçonnés les murs extérieurs et intérieurs, qui, arrivés à la hauteur voulue, reçoivent le sol de l'étage suivant également sous forme d'une couche de béton, de dalles creuses ou d'autres éléments appropriés, et ainsi de suite.We know that single-family homes and small apartment buildings are, in the traditional way, in the vast majority of cases built in masonry. This traditional process generally involves the realization on the ground floor of a concrete floor or hollow slabs laid on the foundations, on which are then masonry the exterior and interior walls, which, when arrived at the desired height, receive the soil of the next floor also in the form of a layer of concrete, hollow slabs or other suitable elements, and so on.

Or, il est un fait bien connu que ce système de construction traditionnel présente de nombreux inconvénients. En effet, il est fort laborieux et de ce fait fort peu économique en raison de l'importante main-d'oeuvre spécialisée qu'exige entre autres le maçonnage des murs, et en outre très lent par suite des longues périodes d'attente, généralement de plusieurs jours, entre les stades de construction successifs, ce qui est surtout le cas en présence de sols bétonnés sur place, dont il faut attendre le durcissement avant de pouvoir y ériger des murs ou parois en maçonnerie.However, it is a well known fact that this traditional construction system has many drawbacks. Indeed, it is very laborious and therefore very uneconomical due to the large specialized workforce required, among other things, for the masonry of the walls, and moreover very slow due to the long waiting periods, generally several days, between successive stages of construction, which is especially the case in the presence of concrete floors on site, which must be cured before being able to erect masonry walls or walls.

L'inconvénient des périodes d'attente n'est pas inhérent à l'emploi de dalles creuses, qui, toutefois, ne s'emploient qu'assez rarement dans la construction des plafonds ou sols d'étage en raison de la visibilité des joints après le plâtrage.The disadvantage of waiting periods is not inherent in the use of hollow tiles, which, however, are used only rarely enough in the construction of ceilings or storey floors due to the visibility of the joints after plastering.

Et, en outre, l'emploi de dalles creuses ne supprime pas les inconvénients du maçonnage.And, in addition, the use of hollow tiles does not eliminate the disadvantages of masonry.

Aussi, la présente invention concerne-t-elle un procédé de construction d'habitations qui est pratiquement exempt de tous les inconvénients susmentionnés du système de construction traditionnel et qui se caractérise à cet effet en ce qu'il prévoit une réalisation particulièrement simple et pratiquement dépourvue d'interruptions, sans échafaudages ni autres dispositifs de ce genre, des dalles de sol par bétonnage au rez-de-chaussée, et une réalisation graduelle, automatique et simultanée des murs et parois au fur et à mesure du levage des dalles, également par coulage d'une composition appropriée, telle que généralement du béton armé ou non.Also, the present invention relates to a method of building dwellings which is practically free from all the aforementioned drawbacks of the traditional building system and which is characterized for this purpose in that it provides for a particularly simple and practically free of interruptions, without scaffolding or other devices of this kind, of the floor slabs by concreting on the ground floor, and a gradual, automatic and simultaneous realization of the walls and walls as the slabs are lifted, also by pouring an appropriate composition, such as generally reinforced concrete or not.

Ce système selon l'invention présente sur le système traditionnel le grand avantage d'un gain de temps considérable pour la construction du gros oeuvre, et cela sans augmentation de la main-d'oeuvre.This system according to the invention has the great advantage over the traditional system of saving considerable time in the construction of the shell, without increasing the workforce.

Le procédé de construction selon l'invention, qui présente les avantages susmentionnés à côté de nombreux autres avantages, comporte à cet effet essentiellement les opérations suivantes : construction, sur une base appropriée et jusqu'à une faible hauteur, d'au moins une partie des murs extérieurs et intérieurs : pose de plaques, destinées à faire office de coffrage, sur une hauteur légèrement supérieure à celle des petits murs précédents et sur toute la longueur de part et d'autre de ces derniers; bétonnage d'une dalle de sol en béton armé sur ladite base; disposition ou réalisation en plusieurs points de cette dalle de sol, d'une part, de moyens pour la fixation d'un vérin pneumatique ou hydraulique et, d'autre part, d'un passage pour la tige de piston de ce dernier; levage de ladite dalle de sol au moyen de ces vérins pneumatiques ou hydrauliques, avec levage simultané desdites plaques de coffrage et éventuellement montage de telles plaques supplémentaires; coulage successif, entre lesdites plaques et sur les petits murs, d'une quantité suffisante de béton jusqu'à ce que la dalle de sol soit arrivée à la hauteur requise; et finalement fixation de la dalle de sol au mur de béton ainsi obtenu.The construction method according to the invention, which has the abovementioned advantages in addition to many other advantages, for this purpose essentially comprises the following operations: construction, on an appropriate basis and up to a low height, of at least a portion exterior and interior walls: installation of plates, intended to act as formwork, over a height slightly greater than that of the previous small walls and over the entire length on either side of the latter; concreting a reinforced concrete floor slab on the said base; arrangement or realization at several points of this floor slab, on the one hand, of means for fixing a pneumatic or hydraulic cylinder and, on the other hand, of a passage for the piston rod of the latter; lifting of said floor slab by means of these pneumatic or hydraulic cylinders, with simultaneous lifting of said formwork plates and possibly mounting of such additional plates; successive pouring, between said plates and on the small walls, of a sufficient quantity of concrete until the floor slab has reached the required height; and finally fixing the floor slab to the concrete wall thus obtained.

Les caractéristiques et avantages du système selon l'invention ressortiront plus clairement de la description détaillée suivante d'un exemple de mise en oeuvre, donnée sans la moindre intention restrictive et illustrée par les dessins annexés, où

  • la figure 1 représente une coupe verticale locale d'une maison sans étage supérieur à ériger par le procédé selon l'invention et représentée ici dans son premier stade de réalisation;
  • la figure 2 représente une vue de la maison en cours de construction selon la figure 1, regardée dans la direction indiquée par la flèche F2;
  • les figures 3, 4 et 5 illustrent, de manière analogue à la représentation par la figure 1, trois autres stades du processus de construction de la maison concernée;
  • la figure 6 représente une coupe, pratiquée selon la ligne VI-VI de la figure 5;
  • la figure 7 représente la partie F7 de la figure 5 après suppression de certains éléments et application d'une couche de revêtement sur la dalle de sol;
  • la figure 8 représente une vue analogue à celle de la figure 3, mais concernant la construction d'une maison à un seul étage supérieur;
  • la figure 9 représente une vue analogue à celle de la figure 8, mais après disposition de la dalle du premier étage au niveau prévu et translation de la dalle de toiture vers le haut;
  • la figure 10 représente une coupe pratiquée selon la ligne X-X de la figure 9; et
  • la figure 11 représente une coupe analogue à celle de la figure 9, mais après pose de la dalle de toiture et suppression de certaines parties.
The characteristics and advantages of the system according to the invention will emerge more clearly from the following detailed description of an example of implementation, given without the least restrictive intention and illustrated by the appended drawings, where
  • Figure 1 shows a local vertical section of a house without an upper floor to be erected by the method according to the invention and shown here in its first stage of realization;
  • 2 shows a view of the house under construction according to Figure 1, viewed in the direction indicated by the arrow F2;
  • Figures 3, 4 and 5 illustrate, similar to the representation in Figure 1, three other stages of the construction process of the house concerned;
  • Figure 6 shows a section taken along line VI-VI of Figure 5;
  • FIG. 7 represents the part F7 of FIG. 5 after removal of certain elements and application of a coating layer on the floor slab;
  • FIG. 8 represents a view similar to that of FIG. 3, but relating to the construction of a house with a single upper floor;
  • Figure 9 shows a view similar to that of Figure 8, but after arrangement of the slab of the first floor at the planned level and translation of the roof slab upwards;
  • Figure 10 shows a section taken along line XX of Figure 9; and
  • Figure 11 shows a section similar to that of Figure 9, but after installation of the roof slab and removal of certain parts.

Le support 1 pourra être une base appropriée de nature quelconque, mais sera de préférence une dalle de pavement, posée directement sur le sol ou constituant l'élément supérieur d'une cave, fausse-cave ou autre.The support 1 may be an appropriate base of any kind, but will preferably be a paving slab, placed directly on the ground or constituting the upper element of a cellar, false cellar or other.

Sur la base ainsi obtenue sont érigés, suivant le système de l'invention, les murs extérieurs 2 et les murs intérieurs non représentés de la maison jusqu'à une hauteur déterminée, par exemple jusqu'à une hauteur de 50 cm, et est maçonné le parement 3 des murs extérieurs, qui sont des murs creux, à peu près jusqu'à la même hauteur.On the base thus obtained are erected, according to the system of the invention, the exterior walls 2 and the unrepresented interior walls of the house up to a determined height, for example up to a height of 50 cm, and is built the facing 3 of the exterior walls, which are hollow walls, approximately to the same height.

On introduit ensuite dans le creux des murs extérieurs, jusqu'à une hauteur déterminée, une couche isolante, par exemple sous forme de plaques de polyuréthane ou de polyéthylène cellulaire ou d'une autre matière isolante appropriée, couche isolante qui est maintenue à faible distance du mur extérieur 3 par des éléments d'espacement équidistants 5, se présentant par exemple sous forme d'éléments tubulaires de matière plastique, par exemple du genre de ceux employés pour la pose des câbles électriques.An insulating layer is then introduced into the hollow of the exterior walls, up to a determined height, for example in the form of polyurethane or cellular polyethylene sheets or of another suitable insulating material, an insulating layer which is kept at a short distance. of the outer wall 3 by equidistant spacers 5, for example in the form of tubular plastic elements, for example of the kind used for laying electric cables.

A la face intérieure du mur 3 et aux deux faces des murs intérieurs éventuels est ensuite appliquée, également jusqu'à une hauteur déterminée, une plaque de support 6, qui, en l'occurrence, est par exemple une plaque d'une matière isolante, renforcée et soutenue par un treillis de fers de béton 7, fixé de manière appropriée, par exemple par soudage, à l'armature 8, qui est maintenue à une certaine distance du pavement 1 par des éléments d'espacement appropriés, non représentés, treillis de soutien 7 qui est également fixé en haut à l'armature 8 au moyen de tiges d'espacement ou d'éléments d'appui 9, et pourra, le cas, échéant être coiffé d'étriers recourbés.A support plate 6 is then applied to the inner face of the wall 3 and to the two faces of the possible interior walls, also up to a determined height, which in this case is for example a plate of insulating material. , reinforced and supported by a lattice of concrete bars 7, suitably fixed, for example by welding, to the reinforcement 8, which is kept at a certain distance from the pavement 1 by suitable spacing elements, not shown, support trellis 7 which is also fixed at the top to the frame 8 by means of spacing rods or support elements 9, and may, if necessary, be capped curved stirrups.

On dispose ensuite sur ladite dalle de pavement 1 au moins trois dispositifs 10 régulièrement répartis sur la surface en des points judicieusement choisis et dont le nombre dépend de l'étendue de la surface, dispositifs qui se présentent sous forme d'une partie tubulaire centrale 11, dont la hauteur est supérieure par exemple à l'épaisseur de la plaque de sol à lever ultérieurement et dont sont solidaires quatre bras 12, 13, 14 et 15, qui, à leurs extrémités, portent des profilés en L verticaux, respectivement 16, 17, 18 et 19. Le tube 11 a un diamètre bien déterminé et lesdits profilés en L 16-19 sont disposés à des distances mutuelles appropriées. En outre, au centre du tube 11, où les bras 12-15 se rencontrent, est prévu un écrou 20, avec lequel coopère une tige filetée 21, éventuellement munie d'une tête 22.There are then placed on said paving slab 1 at least three devices 10 regularly distributed over the surface at judiciously chosen points and the number of which depends on the extent of the surface, devices which are in the form of a central tubular part 11 , the height of which is greater, for example, than the thickness of the floor plate to be lifted later and of which four arms 12, 13, 14 and 15 are integral, which, at their ends, carry vertical L-profiles, respectively 16, 17, 18 and 19. The tube 11 has a well-defined diameter and said L-sections 16-19 are arranged at appropriate mutual distances. In addition, at the center of the tube 11, where the arms 12-15 meet, a nut 20 is provided, with which a threaded rod 21 cooperates, possibly provided with a head 22.

Lorsque les éléments la sont disposés sur la plaque de pavement 1, on applique aux profilés en L 16-19, qui font office de guidages, des boulons, respectivement 23, 24, 25 et 26, dont la longueur est également supérieure à l'épaisseur de la plaque de sol à réaliser et qui sont placés avec leur tête sur la dalle 1. Ces boulons sont de préférence munis d'une enveloppe, telle qu'un petit tube, qui peut rester dans le béton après l'enlèvement des boulons. Les têtes des boulons pourront être munies d'une rondelle, plaquette ou autre dispositif approprié pour répartir sur une plus grande surface l'effort exercé sur le béton.When the elements 1a are arranged on the paving plate 1, bolts, respectively 23, 24, 25 and 26, the length of which is also greater than 1, are applied to the L-sections 16-19, which act as guides. thickness of the floor plate to be made and which are placed with their heads on the slab 1. These bolts are preferably provided with an envelope, such as a small tube, which can remain in the concrete after the removal of the bolts . The heads of the bolts may be fitted with a washer, plate or other suitable device for distributing the force exerted on the concrete over a larger area.

Lorsque le montage illustré par les figures 1 et 2 est terminé, on étale sur la dalle de pavement 1 une couche de sable ou d'une autre matière appropriée 27 et on coule ensuite sur la dalle de pavement une couche de béton 28 en guise de dalle de sol ou similaire, la couche de sable 27 servant simplement à éviter que la dalle de sol en béton 28 ne fasse bloc avec la dalle de pavement 1.When the assembly illustrated in FIGS. 1 and 2 is completed, a layer of sand or other suitable material 27 is spread over the paving slab 1 and a layer of concrete 28 is then poured onto the paving slab as floor slab or the like, the layer of sand 27 simply serving to prevent the concrete floor slab 28 from blocking with the paving slab 1.

Lorsque la dalle 28 est suffisamment durcie, par exemple après un à deux jours, on enlève les éléments 10, ce qui pourra s'effectuer tout simplement par serrage de la vis 22, de manière à presser ainsi automatiquement le bout inférieur de cette vis contre la dalle 1 et pousser le dispositif 10, formé par le tube 11 avec les bras 12-15 et les profilés 16-19, vers le haut jusqu'à ce qu'il sort du béton, tout cela de manière qu'à l'endroit de chaque dispositif 10 seuls les quatre boulons 23-26 continuent à faire saillie au-dessus de la dalle 28.When the slab 28 is sufficiently hardened, for example after one to two days, the elements 10 are removed, which can be done simply by tightening the screw 22, so as to automatically press the lower end of this screw against the slab 1 and push the device 10, formed by the tube 11 with the arms 12-15 and the profiles 16-19, upwards until it comes out of the concrete, all this so that at the place of each device 10 only the four bolts 23-26 continue to protrude above the slab 28.

On fixe alors à chaque groupe de quatre boulons, à l'aide d'écrous appropriés, une plaque de base 29, à laquelle est fixé, par l'entremise de supports appropriés 30, le corps d'un vérin pneumatique ou hydraulique, dont la longueur est un peu supérieure à la hauteur de l'étage concerné et dont l'extrémité ouverte, c'est-à-dire l'extrémité par laquelle sort la tige de piston 32, est orientée vers le bas, et cela de manière qu'elle se trouve en regard du trou formé par ledit tube 11.Then fixed to each group of four bolts, using appropriate nuts, a base plate 29, to which is fixed, by means of suitable supports 30, the body of a pneumatic or hydraulic cylinder, of which the length is slightly greater than the height of the stage concerned and whose open end, that is to say the end by which the piston rod 32, is oriented downward, and this so that it is located opposite the hole formed by said tube 11.

A ce moment, on refoule simultanément les tiges de piston 32 de tous les vérins concernés 31 de manière à soulever la plaque de sol 28 ensemble avec la plaque de support 6 et les vérins. Lorsqu'on est arrivé à la hauteur voulue, c'est-à-dire par exemple à une hauteur d'environ 40 cm (voir figure 4), on continue le maçonnage du mur extérieur 3 jusqu'à une hauteur déterminée et on dispose éventuellement des plaques supplémentaires 4 avec intercallation d'éléments d'espacement 5, qui seront enlevés avant le maçonnage intégral du mur, pour éviter tout contact entre l'isolation 4 et le mur extérieur 3, et on coule ensuite du béton 34 entre les couches 4 et 6, qui, selon les circonstances, sera du béton armé ou non.At this time, the piston rods 32 are pushed back simultaneously from all the cylinders concerned 31 so as to lift the ground plate 28 together with the support plate 6 and the cylinders. When you have reached the desired height, that is to say for example at a height of about 40 cm (see Figure 4), you continue the masonry of the exterior wall 3 to a determined height and you have possibly additional plates 4 with intercalation of spacing elements 5, which will be removed before the complete masonry of the wall, to avoid any contact between the insulation 4 and the exterior wall 3, and then concrete 34 is poured between the layers 4 and 6, which, depending on the circumstances, will be reinforced concrete or not.

On voit que le système décrit dans les lignes précédentes permet de progresser graduelleemnt vers le haut par pas d'environ 40 à 50 cm, chaque fois après une petite période d'attente pour permettre un durcissement suffisant du béton 34, et cela par levage graduel de la plaque de sol 28, de manière à entraîner chaque fois vers le haut le coffrage formé par les plaques 4 et 6 et de former ainsi à chaque pas un nouveau creux à remplir de béton entre ces dernières. On obtient ainsi que, suite au levage graduel de la dalle de sol 28, les murs se rehaussent pas à pas par coulage de béton.We see that the system described in the previous lines allows to progress gradually upwards in steps of about 40 to 50 cm, each time after a short waiting period to allow sufficient hardening of the concrete 34, and this by gradual lifting of the floor plate 28, so as to each time drive up the formwork formed by the plates 4 and 6 and thus to form at each step a new hollow to be filled with concrete between them. It is thus obtained that, following the gradual lifting of the floor slab 28, the walls are raised step by step by pouring concrete.

Inutile de dire que ce système permet une progression rapide du travail sans que cela n'exige de la main-d'oeuvre supplémentaire.Needless to say, this system allows rapid progress of work without requiring additional manpower.

Dès que la dalle 28 est arrivée à la hauteur voulue (figure 5), on dispose à l'endroit de chaque vérin 31 et sous la dalle 28, un support 35, formé par des tubes 36, 37 et 38, qui sont reliés deux à deux par des traverses appropriées, respectivement 39 et 40, tout cela de manière que ce support reste ouvert à l'un de ses côtés en vue de sa disposition sur la tige de piston concernée 32, comme le montre la figure 5.As soon as the slab 28 has reached the desired height (FIG. 5), there is a support 35, under the slab 28, under the slab 28, formed by tubes 36, 37 and 38, which are connected two two by suitable crosspieces, respectively 39 and 40, all this so that this support remains open at one of its sides with a view to its arrangement on the piston rod concerned 32, as shown in FIG. 5.

La longueur des supports 35 correspond à la distance voulue entre la face supérieure de la dalle de pavement et la face inférieure de la dalle de sol et chacun de ces supports 35 est muni en bas d'une vis de réglage. Il va sans dire qu'on pourra se servir d'étançons ou de vérins ordinaires pour la dalle de sol.The length of the supports 35 corresponds to the desired distance between the upper face of the paving slab and the lower face of the floor slab and each of these supports 35 is provided at the bottom with an adjusting screw. It goes without saying that we can use standard props or jacks for the floor slab.

A ce moment, on retire les tiges de piston 32 de manière à placer la dalle 28 sur les supports 35, après quoi on écarte les vérins 31 après avoir enlevé lesdits écrous, et'on chasse les boulons 23-26 de la dalle de sol 28.At this moment, the piston rods 32 are removed so as to place the slab 28 on the supports 35, after which the cylinders 31 are removed after removing said nuts, and the bolts 23-26 are driven from the floor slab 28.

Le support 7 est ensuite recourbé ou coupé à la longueur requise et disposé sur le mur formé par les différentes masses de béton 34 (voir figure 5), après quoi on étale sur la dalle 28 jusqu'au-delà du mur 34 une couche de béton, de ciment, de mortier ou d'une autre composition appropriée 41, qui forme, par l'entremise dudit support 7, pour ainsi dire la couche de liaison entre la dalle 28 et le mur de béton.The support 7 is then curved or cut to the required length and placed on the wall formed by the different masses of concrete 34 (see FIG. 5), after which a layer of concrete, cement, mor tier or another suitable composition 41, which forms, through said support 7, so to speak the connecting layer between the slab 28 and the concrete wall.

Enfin, lorsque la couche 34 s'est suffisamment durcie, on écarte les supports et on commence le parachèvement de la maison, qui s'effectue de la même manière que celui d'une maison dont le gros oeuvre a été réalisé de manière traditionnelle.Finally, when the layer 34 has sufficiently hardened, the supports are moved aside and the completion of the house is started, which is carried out in the same manner as that of a house whose structural work has been carried out in the traditional manner.

Les figures 8 à 11 ont trait à un mode de mise en oeuvre qui se distingue du précédent en ce que sur la dalle de pavement 1 sont coulées deux dalles, à savoir la dalle 28 et, sur cette dernière, une dalle supplémentaire 42 également avec intercalation d'une couche de sable, respectivement 27 et 43, d'une part, entre les dalles 1 et 28 et, d'autre part, entre les dalles 28 et 42, qui sont coulées avec un intervalle de 1 à 2 jours. Dans ce cas, on dispose contre les murs maçonnés extérieurs 2 et les murs maçonnés intérieurs non représentés une plaque de support, telle que par exemple une plaque d'une matière isolante 44, dont la hauteur correspond à peu près à l'épaisseur de la dalle 28, après quoi on dispose sur cette dernière, avant le coulage de la dalle 42, un support 6, qui, tout comme dans le cas précédent, est soutenu par un e treillis 7 et par des supports 9, qui, en l'occurrence, sont fixés à l'armature 45 de la dalle 42.Figures 8 to 11 relate to an embodiment which differs from the previous one in that on the paving slab 1 are poured two slabs, namely the slab 28 and, on the latter, an additional slab 42 also with intercalation of a layer of sand, respectively 27 and 43, on the one hand, between slabs 1 and 28 and, on the other hand, between slabs 28 and 42, which are poured with an interval of 1 to 2 days. In this case, there is disposed against the exterior masonry walls 2 and the interior masonry walls not shown, a support plate, such as for example a plate of insulating material 44, the height of which corresponds roughly to the thickness of the slab 28, after which there is available on the latter, before pouring the slab 42, a support 6, which, as in the previous case, is supported by a trellis 7 and by supports 9, which, by occurrence, are fixed to the frame 45 of the slab 42.

Avec l'armature 8 de la dalle 28 est, en l'occurrence, relié un treillis 46, dont l'extrémité libre 47 fait saillie au-dessus de cette dalle après son bétonnage.With the reinforcement 8 of the slab 28 is, in this case, connected a trellis 46, the free end 47 of which protrudes above this slab after its concreting.

Les dispositifs 10 sont, dans ce cas, plus hauts que dans le cas précédent, ce qui signifie, en d'autres termes, que le tube 11 et les profilés en L 23-26 ont une longueur qui est supérieure à l'épaisseur de l'ensemble des dalles 28 et 42, tandis que les boulons 23 et 26, qui sont plus longs que dans le cas précédent, sont munis, entre les deux dalles 28 et 42, d'écrous 48 faisant office de supports pour la dalle 42. Ces boulons 23-26 sont exécutés de manière à permettre la séparation de la dalle 42 de la dalle 28, lorsque cette dernière est arrivée à la hauteur requise et y repose sur des supports.The devices 10 are, in this case, higher than in the previous case, which means, in other words, that the tube 11 and the L-sections 23-26 have a length which is greater than the thickness of all of the slabs 28 and 42, while the bolts 23 and 26, which are longer than in the previous case, are provided, between the two slabs 28 and 42, with nuts 48 acting as supports for the slab 42 These bolts 23-26 are executed so as to allow the separation of the slab 42 from the slab 28, when the latter has arrived at the required height and rests thereon on supports.

Le travail se poursuit alors de la même manière que dans le cas précédent, à la seule différence que le levage des deux dalles 28 et 42 s'aréte au moment où la dalle 28 atteint la position illustrée par la figure 9, position en laquelle elle se repose, après le retrait des tiges de piston 32, sur les supports 35 apportés à cet effet, une plaque ou autre élément analogue 49 étant ensuite disposée sur les traverses supérieures 39 et 40 des supports 35 pour déplacer davantage vers le haut la deuxième dalle 42 sous la commande des vérins par l'entremise desdites tiges de piston 32.The work then continues in the same way as in the previous case, with the only difference that the lifting of the two slabs 28 and 42 stops when the slab 28 reaches the position illustrated in FIG. 9, position in which it rests, after the withdrawal of the piston rods 32, on the supports 35 provided for this purpose, a plate or other similar element 49 then being placed on the upper crosspieces 39 and 40 of the supports 35 to move the second slab further upwards 42 under the control of the jacks through said piston rods 32.

En ce moment, on fixe de manière appropriée (voir figure 11), à la partie 47 des treillis 46 un treillis supplémentaire ou un autre dispositif analogue 50 par exemple en recourbant lesdites parties 47 du treillis 46 sur le treillis ou autre dispositif analogue 50, qui est disposé au-dessus du mur en béton déjà bétonné, après quoi on répète les opérations précédentes jusqu'à ce que la dalle 42 se trouve au niveau prévu, illustré par la figure 11.At this moment, an additional lattice or other similar device 50 is suitably fixed (see FIG. 11) to part 47 of the lattice 46, for example by bending said parts 47 of the lattice 46 on the lattice or other similar device 50, which is placed above the concrete wall already concreted, after which the previous operations are repeated until the slab 42 is at the level provided, illustrated by FIG. 11.

Ledit treillis 7 est ensuite recourbé de manière appropriée et, le cas échéant, partiellement découpé en vue de sa disposition au-dessus des murs déjà bétonnés, tout comme dans le premier mode d'exécution précédemment décrit.Said trellis 7 is then bent in an appropriate manner and, if necessary, partially cut out with a view to its arrangement above the walls already concreted, as in the first embodiment described above.

Enfin, ladite dalle de béton 42 est rendue solidaire du mur en béton 34 au moyen d'une couche de béton, de ciment, de mortier ou d'une autre composition appropriée 51, les supports 35 qui séparent les dalles 42 et 48 étant finalement enlevées après le durcissement de cette couche de liaison 51, afin de permettre l'achèvement de la liaison entre les murs en béton et la dalle 28 au moyen d'une couche de mortier de ciment ou autre 52.Finally, said concrete slab 42 is made integral with the concrete wall 34 by means of a layer of concrete, cement, mortar or other suitable composition 51, the supports 35 which separate the slabs 42 and 48 being finally removed after the hardening of this bonding layer 51, in order to allow the bonding between the concrete walls and the slab 28 to be completed by means of a layer of cement mortar or the like 52.

Unitile d'insister sur le fait qu'on dispose ainsi d'un procédé particulièrement efficace et économique pour la réalisation de dalles de sol et de murs, dalles dont le bétonnage s'effectue en l'absence de coffrages et murs qui s'obtiennent automatiquement lors du levage des dalles de sol durcis, et cela au moyen de la couche d'isolation dans le creux des murs extérieurs comme coffrage, d'une part, et de panneaux de faible hauteur, hissés avec les dalles de sol, d'autre part.Unitile to insist on the fact that we thus have a particularly efficient and economical process for the realization of floor and wall slabs, slabs whose concreting takes place in the absence of formwork and walls which are obtained automatically when the hardened floor tiles are lifted, and this by means of the insulation layer in the hollow of the exterior walls as formwork, on the one hand, and of low height panels, hoisted with the floor tiles, somewhere else.

Il va sans dire que l'invention ne se limite d'aucune façon aux exemples de mise en oeuvre décrits dans les lignes précédentes, mais en prévoit toutes sortes de modifications, additions et adaptations, évidemment à condition de ne pas dépasser son cadre défini par les revendications formulées ci-après.It goes without saying that the invention is not limited in any way to the examples of implementation described in the preceding lines, but provides for all kinds of modifications, additions and adaptations, obviously provided that it does not go beyond its framework defined by the claims set out below.

Claims (20)

l.- Procédé de construction d'habitations, caractérisé en ce qu'il comporte essentiellement les opérations successives suivantes : construction sur une base appropriée (1) et jusqu'à une faible hauteur d'au moins une partie des murs extérieurs (3) et intérieurs (2); pose de plaques (4, 6), destinées à faire office de coffrage, sur une hauteur légèrement supérieure à celle des petits murs (2) précédents et sur toute la longueur de part et d'autre de ces derniers; bétonnage d'une dalle de sol armée (28) sur ladite base (1); disposition ou réalisation en plusieurs points de cette dalle de sol (28), d'une part, de moyens (23-26) pour la fixation d'un vérin pneumatique ou hydraulique (31) et, d'autre part, d'un passage pour la tige de piston (32) de ce dernier; levage de ladite dalle de sol (28) au moyen de ces vérins pneumatiques ou hydrauliques (31), avec levage simultané desdites plaques de coffrage (4,6) et éventuellement montage de pareilles plaques supplémentaires; coulage successif entre lesdites plaques (4,6) et sur les petits murs (2), d'une quantité suffisante de béton (34) jusqu'à ce que la dalle de sol (28) soit arrivée à la hauteur requise; et finalement fixation de la dalle (28) au mur de béton (34) ainsi obtenu.l.- A method of building dwellings, characterized in that it essentially comprises the following successive operations: construction on an appropriate base (1) and up to a low height of at least part of the exterior walls (3) and interiors (2); laying of plates (4, 6), intended to act as formwork, over a height slightly greater than that of the preceding small walls (2) and over the entire length on either side thereof; concreting a reinforced floor slab (28) on said base (1); arrangement or realization at several points of this floor slab (28), on the one hand, of means (23-26) for fixing a pneumatic or hydraulic cylinder (31) and, on the other hand, of a passage for the piston rod (32) thereof; lifting of said floor slab (28) by means of these pneumatic or hydraulic cylinders (31), with simultaneous lifting of said formwork plates (4,6) and possibly mounting of such additional plates; successive pouring between said plates (4,6) and on the small walls (2), with a sufficient quantity of concrete (34) until the floor slab (28) has reached the required height; and finally fixing the slab (28) to the concrete wall (34) thus obtained. 2.- Procédé selon la revendication 1, caractérisé en ce qu'on dispose un support (35) sous ladite dalle de sol (28), arrivée à la hauteur voulue, de préférence à l'endroit de chaque vérin pneumatique ou hydraulique (31), et en ce qu'on enlève ensuite les vérins.2.- Method according to claim 1, characterized in that there is a support (35) under said floor slab (28), arriving at the desired height, preferably at the location of each pneumatic or hydraulic cylinder (31 ), and in that the cylinders are then removed. 3.- Procédé selon la revendication 1, caractérisé en ce que les petits murs (2) susmentionnés sont rehaussés par maçonnage.3.- Method according to claim 1, characterized in that the small walls (2) above are enhanced by masonry. 4.- Procédé selon la revendication 1 ou 2, caractérisé en ce que le mur extérieur (3) ou mur de parement d'un mur creux est maçonné en même temps que le bétonnage de ce dernier.4.- Method according to claim 1 or 2, characterized in that the outer wall (3) or facing wall of a hollow wall is built at the same time as the concreting of the latter. 5.- Procédé selon la revendication 1, caractérisé en ce que lesdites plaques (4,6) employées en guise de coffrage sont des plaques de polyurethane ou de polyéthylène cellulaire ou d'une autre matière analogue.5.- Method according to claim 1, characterized in that said plates (4,6) used as formwork are plates of polyurethane or cellular polyethylene or another similar material. 6.- Procédé selon l'une ou l'autre des revendications précédentes, caractérisé en ce que les plaques de matière cellulaire isolante (4) disposées dans les murs creux en guise de coffrage sont, pendant le bétonnage de la partie intérieure du mur creux, maintenues à une certaine distance de la partie extérieure maçonnée du mur au moyen de supports ou éléments d'espacement appropriés (5), qui sont enlevés après le durcissement partiel du béton, mais sans enlever les plaques de matière cellulaire isolante (4), qui restent ainsi sur place.6.- Method according to either of the preceding claims, characterized in that the insulating cellular material plates (4) arranged in the hollow walls as a formwork are, during the concreting of the interior part of the hollow wall , kept at a certain distance from the masonry external part of the wall by means of suitable supports or spacers (5), which are removed after the partial hardening of the concrete, but without removing the plates of insulating cellular material (4), who stay there. 7.- Procédé selon l'une ou l'autre des revendications précédentes, caractérisé en ce que lesdites plaques (6) employées en guise de coffrage sont soutenues par exemple au moyen d'un treillis métallique (7), fixé de manière appropriée à l'armature (8) de ladite dalle de sol (28).7.- Method according to either of the preceding claims, characterized in that said plates (6) used as formwork are supported for example by means of a wire mesh (7), appropriately fixed to the frame (8) of said floor slab (28). 8.- Procédé selon l'une ou l'autre des revendications précédentes , caractérisé en ce qu'entre ladite dalle de sol (28) et ladite base (1) sur laquelle elle est coulée, est étalée une couche de sable (27), qui contient de préférence un agent de décoffrage.8.- Method according to either of the preceding claims, characterized in that between said floor slab (28) and said base (1) on which it is poured, is spread a layer of sand (27) , which preferably contains a form release agent. 9.- Procédé selon l'une ou l'autre des revendications précédentes, caractérisé en ce qu'un noyau tubulaire (10), destiné à former un passage, est prévu pendant le bétonnage de la dite dalle de sol (28) au point d'application (1) de la tige de piston (32) dudit vérin pneumatique ou hydraulique (31).9.- Method according to either of the preceding claims, characterized in that a tubular core (10), intended to form a passage, is provided during the concreting of said ground slab (28) at the point application (1) of the piston rod (32) of said pneumatic or hydraulic cylinder (31). 10.- Procédé selon l'une ou l'autre des revendications précédentes, caractérisé en ce qu'autour dudit passage pour la tige de piston (32) d'un vérin pneumatique ou hydraulique (31) sont prévus, à une certaine distance de ce passage, trois ou un plus grand nombre de boulons (23-26) noyés avec leur tête en bas dans le béton de la dalle de sol.10.- Method according to either of the preceding claims, characterized in that around said passage for the piston rod (32) of a pneumatic or hydraulic cylinder (31) are provided, at a certain distance from this passage, three or more bolts (23-26) drowned upside down in the concrete of the floor slab. 11.- Procédé selon l'une ou l'autre des revendications précédentes, caractérisé en ce qu'auxdits boulons (23-26) est fixée, après le durcissement de la dalle de sol en béton (28), une plaque de support (29), destinée à porter le corps d'un vérin pneumatique ou hydraulique (31), de manière à assurer une fixation solide de ce vérin (31) à la dalle de sol (28), pendant que la tige de piston (32) du vérin (31), qui passe par ledit passage, agit sur la base (1) située en dessous de la dalle de sol (28).11.- Method according to either of the preceding claims, characterized in that said bolts (23-26) is fixed, after the hardening of the concrete floor slab (28), a support plate ( 29), intended to carry the body of a pneumatic or hydraulic cylinder (31), so as to ensure a solid attachment of this cylinder (31) to the floor slab (28), while the piston rod (32) the cylinder (31), which passes through said passage, acts on the base (1) located below the floor slab (28). 12.- Procédé selon la revendication précédente, caractérisé en ce que la longueur dudit vérin pneumatique ou hydraulique (31) est légèrement supérieure à la hauteur de l'étage concerné.12.- Method according to the preceding claim, characterized in that the length of said pneumatic or hydraulic cylinder (31) is slightly greater than the height of the stage concerned. 13.- Procédé selon l'une ou l'autre des revendications précédentes, caractérisé en ce que, en cas de construction d'une maison à un ou plusieurs étages, la plaque (6) faisant office de coffrage pour la ou les dalles de sol (28) a une hauteur égale à l'épaisseur de la dalle de sol (28), et en ce qu'à l'armature (8) de cette dernière est fixé un treillis (46) ou autre dispositif analogue, dont l'extrémité supérieure libre (47) est maintenue au-dessus de la couche de béton de la dalle de sol (28), pendant que sur la ou les dalles de sol (28) est coulée une autre dalle de sol (42), munie d'un support de coffrage tout comme pour la première dalle de sol (28).13.- Method according to either of the preceding claims, characterized in that, in the case of construction of a house with one or more floors, the plate (6) acting as formwork for the slab (s) floor (28) has a height equal to the thickness of the floor slab (28), and in that to the frame (8) of the latter is fixed a trellis (46) or other similar device, the l the free upper end (47) is held above the concrete layer of the floor slab (28), while on the floor slab (s) (28) is poured another floor slab (42), provided of a formwork support just as for the first floor slab (28). 14.- Procédé selon la revendication 13, caractérisé en ce qu'entre les différentes dalles de sol (28, 42) est apportée une couche de sable (43).14.- Method according to claim 13, characterized in that between the various floor slabs (28, 42) is provided a layer of sand (43). 15.- Procédé selon l'une ou l'autre des revendications précédentes, caractérisé en ce que, dans le cas de deux ou d'un plus grand nombre de dalles de sol (28, 42) le ou les noyaux15.- Method according to either of the preceding claims, characterized in that, in the case of two or a greater number of floor tiles (28, 42) the core (s) (10) ou boulons (23-26) susmentionnés ont une longueur qui est au moins égale à l'épaisseur totale de l'ensemble des dalles de sol (28, 42).(10) or bolts (23-26) mentioned above have a length which is at least equal to the total thickness of the set of floor tiles (28, 42). 16.- Procédé selon l'une ou l'autre des revendications 13 à 15, caractérisé en ce qu'autour dudit passage pour la tige de piston (32) d'un vérin pneumatique ou hydraulique (31) sont prévus, à des distances appropriées de ce passage, trois ou un plus grand nombre de boulons (23-26), qui sont munis d'au moins un écrou au niveau de la face inférieure, de chaque dalle de sol (28, 42).16.- Method according to either of claims 13 to 15, characterized in that around said passage for the piston rod (32) of a pneumatic or hydraulic cylinder (31) are provided, at distances suitable for this passage, three or more bolts (23-26), which are provided with at least one nut at the underside, of each floor slab (28, 42). 17.- Procédé selon l'une ou l'autre des revendications précédentes, caractérisé en ce que, en présence de plusieurs dalles de sol (28, 42) amenées aux nivaux requis, est prévu sous la dalle de sol concernée, de préférence à l'endroit de chaque vérin pneumatique ou hydraulique (31), un support (35) destiné à supporter une plaque d'appui (49) pour le vérin (31) concerné chargé du levage de la dalle de sol (42) suivante.17.- Method according to either of the preceding claims, characterized in that, in the presence of several floor slabs (28, 42) brought to the required levels, is provided under the floor slab concerned, preferably at the location of each pneumatic or hydraulic cylinder (31), a support (35) intended to support a support plate (49) for the cylinder (31) concerned responsible for lifting the next floor slab (42). 18.- Procédé selon l'une ou l'autre des revendications précédentes, caractérisé en ce qu'on emploie lors du bétonnage d'une ou de plusieurs dalles de sol (28, 42), à l'endroit de chaque vérin pneumatique ou hydraulique (31), un noyau tubulaire (10), dont la longueur est supérieure à l'épaisseur de la ou des dalles de sol (28, 42) concernées et dont l'extrémité supérieure est munie de trois ou d'un plus grand nombre de bras radiaux (12, 15) qui présentent à leur extrémité un guidage (16, 19) sous forme d'un profilé en L vertical pour les boulons, tandis qu'au point de rencontre des bras, c'est-à-dire au centre dudit noyau (10), est prévu un écrou (20) ou un élément analogue, avec lequel coopère un boulon (21) de longueur supérieure à celle dudit noyau (10).18.- Method according to either of the preceding claims, characterized in that one or more ground slabs (28, 42) are used during concreting, at the location of each pneumatic cylinder or hydraulic (31), a tubular core (10), the length of which is greater than the thickness of the floor slab (s) (28, 42) concerned and the upper end of which is provided with three or more number of radial arms (12, 15) which have a guide (16, 19) at their end in the form of a vertical L-shaped profile for the bolts, while at the point where the arms meet, say in the center of said core (10), is provided a nut (20) or the like, with which cooperates a bolt (21) of length greater than that of said core (10). 19.- Procédé selon l'une ou l'autre des revendications précédentes, caractérisé en ce que lesdits supports (35) pour les dalles de sol (28, 42) sont constitués par trois tubes (36-38), dont deux tubes (37, 38) sont reliés au troisième (36) au moyen de traverses (39, 40).19.- Method according to either of the preceding claims, characterized in that said supports (35) for the floor slabs (28, 42) consist of three tubes (36-38), two tubes (37, 38) of which are connected to the third (36) by means of crosspieces (39, 40).
EP80201035A 1979-11-07 1980-10-31 Process for the construction of dwellings Expired EP0031600B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT80201035T ATE8682T1 (en) 1979-11-07 1980-10-31 METHODS OF CONSTRUCTING HOUSES.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
BE58186 1979-11-07
BE2/58186A BE879872A (en) 1979-11-07 1979-11-07 PROCESS FOR ESTABLISHING HOUSES, TOOLS USED IN THIS PROCESS AND PROPERTY OBTAINED BY APPLICATION OF THIS PROCESS

Publications (3)

Publication Number Publication Date
EP0031600A2 true EP0031600A2 (en) 1981-07-08
EP0031600A3 EP0031600A3 (en) 1981-10-28
EP0031600B1 EP0031600B1 (en) 1984-07-25

Family

ID=3865480

Family Applications (1)

Application Number Title Priority Date Filing Date
EP80201035A Expired EP0031600B1 (en) 1979-11-07 1980-10-31 Process for the construction of dwellings

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Country Link
EP (1) EP0031600B1 (en)
AT (1) ATE8682T1 (en)
DE (1) DE3068715D1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2574837A1 (en) * 1984-12-18 1986-06-20 Duez Alain Methods for constructing walls at the edge of floors of buildings
FR2790498A1 (en) * 1999-03-01 2000-09-08 Bouygues Sa Method for correcting heat bridges between floor slab and wall comprises realization of bays, layout of slab and linking reinforcements, insertion of insulating material, and casting of slab

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB737100A (en) * 1952-04-23 1955-09-21 Erik Johan Von Heidenstam A method and a shuttering device for casting buildings en situ
FR1267687A (en) * 1960-09-19 1961-07-21 Byggforbattring Ab Improvement in the insulation of concrete construction elements
FR1414576A (en) * 1964-11-24 1965-10-15 Method of guiding floors during lifting
GB1074272A (en) * 1965-02-23 1967-07-05 Enternat Lift Slab Corproatin Method of building construction
US4206162A (en) * 1978-10-03 1980-06-03 Vanderklaauw Peter M Method for constructing concrete enclosures by combination of liftplate-slipform method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB737100A (en) * 1952-04-23 1955-09-21 Erik Johan Von Heidenstam A method and a shuttering device for casting buildings en situ
FR1267687A (en) * 1960-09-19 1961-07-21 Byggforbattring Ab Improvement in the insulation of concrete construction elements
FR1414576A (en) * 1964-11-24 1965-10-15 Method of guiding floors during lifting
GB1074272A (en) * 1965-02-23 1967-07-05 Enternat Lift Slab Corproatin Method of building construction
US4206162A (en) * 1978-10-03 1980-06-03 Vanderklaauw Peter M Method for constructing concrete enclosures by combination of liftplate-slipform method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2574837A1 (en) * 1984-12-18 1986-06-20 Duez Alain Methods for constructing walls at the edge of floors of buildings
FR2790498A1 (en) * 1999-03-01 2000-09-08 Bouygues Sa Method for correcting heat bridges between floor slab and wall comprises realization of bays, layout of slab and linking reinforcements, insertion of insulating material, and casting of slab

Also Published As

Publication number Publication date
DE3068715D1 (en) 1984-08-30
EP0031600B1 (en) 1984-07-25
ATE8682T1 (en) 1984-08-15
EP0031600A3 (en) 1981-10-28

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