EP0515724B1 - Méthode et module préfabriqué pour la construction d'édifices et de bâtiments - Google Patents

Méthode et module préfabriqué pour la construction d'édifices et de bâtiments Download PDF

Info

Publication number
EP0515724B1
EP0515724B1 EP91108938A EP91108938A EP0515724B1 EP 0515724 B1 EP0515724 B1 EP 0515724B1 EP 91108938 A EP91108938 A EP 91108938A EP 91108938 A EP91108938 A EP 91108938A EP 0515724 B1 EP0515724 B1 EP 0515724B1
Authority
EP
European Patent Office
Prior art keywords
module
concrete
ceiling
prefabricated
level
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 - Lifetime
Application number
EP91108938A
Other languages
German (de)
English (en)
Other versions
EP0515724A1 (fr
Inventor
Eberhard Schrade
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP0515724A1 publication Critical patent/EP0515724A1/fr
Application granted granted Critical
Publication of EP0515724B1 publication Critical patent/EP0515724B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete

Definitions

  • the invention relates to a method for the production of buildings and buildings according to the preamble of claim 1 and a module for the production of hotels, hospitals, commercial or office buildings, residential buildings and old people's homes and. Like. According to the preamble of claim 10.
  • modular construction technology is known in many ways; in particular, it is also known to use these in solid concrete construction mainly in garage construction or in wall, floor and ceiling structures.
  • each module that at least consist of a concrete floor slab and a concrete cover plate, which are connected to each other via vertical supports, on the basis of a steel frame, whereby the walls can then be filled out with concrete parts, but also with the use of wooden parts or lightweight construction elements, especially for structures that are not subject to fire regulations.
  • the steel structure is used as an outer and, moreover, a visible frame because of its perfect dimensional accuracy, which, for example, forms eight support points for each module, at which these can then be placed on top of one another.
  • the connection of the individual modules arranged one on top of the other or next to one another can then take place with the aid of so-called “twist and lock connections”.
  • DE-A-30 03 571 discloses prefabricated elements and living spaces for the quick assembly of buildings and masonry in general, which are created in the form of plinths, beams, living spaces, living space parts or the like, and all the elements mentioned having one Special profile are provided, which enables quick assembly to single and multi-storey buildings, the stability of the construction or the masonry depending on the weight of the elements and / or by reinforcing elements made of reinforced concrete, which are additionally realized during assembly.
  • the invention is therefore based on the object of providing a method and a module for modular solid concrete construction which, on the one hand, permits the adjustment of variable heights, but on the other hand ensures that work can be carried out precisely on a height scale and with particular dimensional accuracy, on the other hand on a frame-like, possibly even a steel corset visible from the outside can be completely dispensed with, and which also enables the production of a static monostructure.
  • the invention solves this problem with the characterizing features of claim 1 or the characterizing features of claim 10 and has the decisive advantage that it succeeds from the individual, quite to create a monostructural building, that is to say to create prefabricated solid concrete module parts, i.e. a uniform static composite, while maintaining perfect dimensional accuracy, which is definitely based on the inclusion of steel elements in the manufacture of the individual modules, since solid concrete alone cannot ensure such dimensional accuracy.
  • Another particular advantage of the present invention is that any flexibility and a corresponding wealth of variants can be achieved not only in the interior design in the horizontal plane given by juxtaposing the modules, but especially in the vertical plane, where the spacing of the individual modules can be changed with one another as desired or created so that a grouting concrete level is generally introduced between a respective concrete floor and a respective concrete ceiling placed on it for horizontal bracing.
  • a complete frame corset can be dispensed with in the steel structure and only the respective four corner areas, via which the base plate is connected to the ceiling plate in a module, comprise supports which, in a manner to be explained in more detail below contain an inner reinforcement cage made of steel or iron, which, at least vertically, forms a steel skeleton, which ensures the dimensional accuracy of the height of the respective module, i.e. the dimensionally accurate one Distance between floor and ceiling determined.
  • This grouting concrete level is at least in operative connection with the respective ceiling of a lower module, to which it is applied, via a corresponding connection reinforcement that extends from the beginning upwards above this ceiling, although this grouting concrete level does not determine the distance between the individual modules in the vertical direction , but rather the prefabricated, dimensionally stable spacer baskets, which are arranged at the four corners of each module and which ensure the accuracy of fit when the individual modules are placed on top of each other.
  • the invention therefore succeeds in not only creating a monostructural, static composite unit, but also at the same time, in particular for multi-storey buildings and structures and in compliance with the fire police conditions, without the known steel frame construction method to ensure perfect dimensional accuracy of the building manufactured in this way.
  • the grouting concrete level between the ceiling and floor statically connects the two adjacent modules, since at least in the corner areas a full spout is provided, which is like a plug, Anchor or dowel acts and creates the intimate connection to the respective module to be attached or attached. It is precisely in this fully poured area, which also includes filling openings in the attached module, that the stiffening elements guaranteed by the corner supports are located, so that even if the installation level is left open, which is achieved by stilting in this support area, the static monostructure of the building is produced properly and possibly to corrosion inclining reinforcement elements are always fully encapsulated and embedded.
  • corner supports in addition to the reinforcement cage which ensures the dimensional accuracy, which can be designed in any way, special support beams, for example in the form of steel angles, steel stars or the like, in addition to the iron of the reinforcement cage contains, with the support beams as well as lattice beams in the grouting concrete ceiling protrude (initially) in the finished module.
  • Both these separate support beams and the steel rods or tubes of the reinforcement cage themselves are welded to a respective head plate with an adjusting cone, which also has the exact distance to the respective foot plate Bore intended for the adjustment cone in the corresponding module.
  • the basic idea of the present invention is to design a prefabricated module in solid concrete construction so that, in compliance with fire regulations, even in multi-storey buildings, despite the combination of individual parts, a static monostructure can be achieved which is absolutely true to size and still has a large number of degrees of freedom in each Design enables.
  • FIG. 7 shows the simplest basic form of a basic module 10 which is open on all four sides, that is to say only consists of floor 11, ceiling 12 and four corner supports 13a, 13b, 13c, 13d, which already differs from known basic modules in this representation, that a comprehensive steel frame construction has been abandoned and a pure but dimensionally stable concrete module is created, in which only the four corner supports 13a, 13b ... by iron or steel reinforcement (spacer basket) to be explained in more detail below for a precise height dimension of the module provide, while the floor, ceiling and any side walls provided reinforcing bars in the form of reinforcements u.
  • Like. Can contain, but not determine and specify these in the sense of previous frame constructions, dimensions, stability, etc.
  • Fig. 1 is shown in plan view, i.e. as a plan, the representation of a total of four juxtaposed modules 10a, 10a, 10c, 10d, as can be seen, the basic module 10a has no left side wall, but has both end walls and the right side wall, during the Basic module 10b has an end wall and a side wall adjoining the basic module 10a, and the basic module 10c has only one end wall, for example, which results from the respective requirements of the apartment or rooms to be designed.
  • the right end module 10d is open to the adjacent basic module 10c, otherwise it is laterally closed, so that the top end walls of the modules in the plane of the drawing can form, for example, a closed outer wall; extensions to the left and down are possible by adding additional modules.
  • a grouting concrete layer 14 which extends over all ceiling panels of all modules as a static composite layer and also encloses reinforcing iron 15 extending from the ceiling panels, with properties to be explained further below, which also include anchoring in the Ensure the respective floor slabs of the upper row of modules, while on the outer ceiling slabs of the upper row of end modules 10a, 10b, 10c and 10d a grouting concrete layer 14 'which also includes reinforcements 15' is arranged as a ceiling finish.
  • each corner support 13 of the lower basic module 10 or 13 'of the upper basic module 10' contains an inner reinforcement cage or spacer cage 16 which is cast in concrete and can initially be of any construction , but is designed so that it ensures absolute dimensional accuracy as a prefabricated reinforcing part, whereby the stacking of the individual modules is guaranteed to fit exactly.
  • the structure of the reinforcement cage is made in the manner best shown in FIG. 4; for example - it is understood that this numerical specification is not mandatory - four corner bars 20a, 20b, 20c, 20d are provided, which, if desired, can also be wrapped in a basket-like shape by further iron loops 21 to form the reinforcement basket, the Steel or iron corner bars running from top to bottom through each corner support 13, 13 'extend and, as already shown in FIG. 3, are connected at the top and bottom to the top plate 17 and base plate 18.
  • This reinforcement cage with head and foot plate is usefully prefabricated separately and brought to exact height accuracy, so that, as can be easily recognized, the surface of the respective head plate in conjunction with the surface of the foot plate that is usually flush with the floor concrete plate determine the height distance that a Module occupies, which then corresponds to a floor distance.
  • stiffening means are provided in the area of the reinforcement cage , which consist of vertical support beams, optionally supplemented by substantially horizontal stiffening elements.
  • the support bracket consists of a solid steel bracket 25, which is introduced into the reinforcement basket 16 and, for example, if desired, with the reinforcement bars 20a, 20b, 20c, 20d before casting Concrete can still be welded.
  • the steel angle need not penetrate the entire height of the corner support, but preferably extends downward only over a predetermined depth, as seen from the top plate 17, as can be seen, for example, from the sectional side view in FIG. 3. Due to the steel angle, which is also rigidly welded to the top plate in the upper area, the top plate is given an immovable, secure hold, especially because of the angular shape, so that any flexibility of the reinforcing bars is caught.
  • each steel bracket 25 in the corner support area can be further improved by arranging further stiffening elements, which have the shape of steel swords 26a, at right angles to one another, on the inner or outer surfaces of the steel bracket. May have 26b.
  • the steel swords 26a, 26b are also welded to the steel angle 25 and, since they are pulled up to the underside of the head plate 17, are welded to the latter and project with their lower edge, as can be seen at 27, into the ceiling concrete which lies in this area above the side walls 23 of the module or is in one piece with these.
  • parts of the reinforcement cage at the level of the ceiling, for example the steel angle reinforcement 21, as shown at 21 ', in the ceiling concrete as extensions, as well as reinforcement steel or reinforcement bars, which are of course located in the prefabricated ceiling and floor concrete and which are general are designated by 28 (FIG. 3) for further stiffening in the area of each steel sword 26 and to bring them into abutment and at the same time to weld them onto the sword, as indicated at 29.
  • the steel angle reinforcement 21 as shown at 21 '
  • reinforcement steel or reinforcement bars which are of course located in the prefabricated ceiling and floor concrete and which are general are designated by 28 (FIG. 3) for further stiffening in the area of each steel sword 26 and to bring them into abutment and at the same time to weld them onto the sword, as indicated at 29.
  • the steel swords are mainly used to stiffen the transport and to hold the respective module for its transport; anyway, they are only located in the four corner areas of the ceiling construction and therefore preferably have a suitably designed eye or a bore 30, which is used for receiving a crane hook or the like.
  • connection reinforcement in a suitable form protrudes upward from the prefabricated concrete ceiling of each module, which is designated 31 in FIG. 3 and is indicated as a simple triangle.
  • corner-side reinforced concrete columns which in turn contain the compression or tension rods as well as the reinforcement cage comprising the mesh 21
  • a very stable basic construction of a module results even if Side walls are completely or partially recessed, whereby the angle profile bars in the head plate area - in the area of the foot plate, as mentioned above, are unnecessary - serve to ensure stability during transport, moving and lifting the modules.
  • This stability is further improved by the fact that steel angles and the steel swords coming from them are concreted in and welded to the top plate and to one another and to the steel reinforcement of the ceiling.
  • each base plate serves to introduce the grouting concrete after the respective upper module has been applied with its base plates to the top plates of the lower module.
  • the cast concrete is poured in through these openings, of which two different types, namely so-called inspection openings 32 and concreting openings 33, are shown in the plan view of FIG. 1, the inspection openings of course also being able to be used for concreting.
  • the respective inspection and concreting openings in the bottoms of the modules can be arranged in any arbitrary, that is, indiscriminately, and they can, as shown at 33, have a square larger cross section or, as shown at 32, a round smaller cross section, in any case Openings 32 are provided in the corner areas, also for precise inspection that the corner support areas are filled with concrete as possible without cavities. So it is after placing an upper connection module through the bottom openings 32, 33 for the production of the continuous Poured concrete level poured concrete, the openings are also large enough to introduce appropriate (vibration) compressors into the concrete to be poured.
  • This grouting concrete level encloses the upward protruding connection reinforcement in each ceiling and also fills, as can be easily seen, the respective concreting and inspection openings 32, 33 in the base plates of the connection module flush to the surface, which still makes a significant contribution to static stability and Realization of a monostructure of the building, nevertheless consisting of individual parts.
  • the filled inspection and concreting openings so to speak, form plugs which develop a stabilizing and anchoring effect, so that this also improves and favors the one-piece connection of the entire building.
  • the invention enables further preferred configurations, which are based, for example, on the fact that the respective head plate 17 can basically be set at any height, so that it is possible, as shown in FIG. 5, in addition to the grouting concrete level 24, an installation level of any height as required to be provided by elevation in the top plate area, which is denoted by 34 in FIG. 5 and is at a distance B (in principle any distance) from the lower grouting concrete level or from the lower surface of the bottom of the attached module.
  • a formwork 36 is required, which can be designed, for example, as a round steel tube such as the circle with reference to the detail "A" in FIG. 1 marking the corner support area to be filled.
  • the formwork 36 for complete backfilling in the corner pillar area; it only needs to be so strong that it prevents the concrete from solidifying from flowing too far until it solidifies.
  • the floor openings for the introduction of at least the grouting concrete level it can be carried out in such a way that larger openings are used for rapid filling and smaller openings are used for refilling, whereby air can also escape from the intermediate space. It is important to ensure that casting is carried out precisely in the corner areas so that reinforcing steel, which tends to corrode, is not exposed. This can be easily mastered.
  • With suitably designed formwork it is also possible to carry out the grouting concrete level and the filling only in the corner support area at the same time.
  • a further embodiment of the present invention is that in any case, the grouting concrete level offers a problem-free possibility of inserting further precast concrete parts, for example on both sides or on one side, into the module grouting level, the one-sided insertion of the precast element in the grouting concrete level, for example in balconies and the like.
  • the other side can also be designed as a conventional end support (support, wall, etc.).
  • a use for this possibility arises in the production of corridors, fixation of stairs and.
  • the possibility is shown specifically, directly in the grouting concrete level 24 to bring in a concrete reinforcement 40 having its own reinforcement 39, which can be, for example, a balcony.
  • variable floor structure 43, 44 can be implemented both in the module interior 42 and on the precast concrete part, it being possible to arrange an elastic insulation strip 45 between the inserted extension 40a and the attached module.
  • each module is basically 6.06 m, a grid dimension, which results if three widths are placed side by side with the corresponding tolerances, each of which is 2.01 m wide. If a maximum width of 2.44 m is used as a basis for the basic module - this is a width that enables normal road transport without special measures - then - among others - there are, for example, those in Fig.
  • Combinations are possible, i.e. a module width of 2.44 m with two laterally attached modules, each with a width of 1.80 m, which, including the tolerances of 1 cm, results in a width of 6.06 m and a length of 6.06 m , whereby a lower, cross-placed module can still be attached.
  • a module width of 2.44 m with two laterally attached modules, each with a width of 1.80 m, which, including the tolerances of 1 cm, results in a width of 6.06 m and a length of 6.06 m , whereby a lower, cross-placed module can still be attached.
  • the basic module is then either open on four sides or can be increasingly closed in the side wall area, with openings such as windows, doors and. Like. Can be positioned in the finished part as desired.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Building Environments (AREA)
  • Sewage (AREA)
  • Reinforcement Elements For Buildings (AREA)

Claims (20)

  1. Procédé pour réaliser des constructions et des immeubles notamment des hôtels, des hôpitaux, des immeubles de magasins ou de bureaux, des immeubles d'habitation et des résidences pour personnes agées ou constructions analogues, selon lequel des modules préfabriqués en technique de construction modulaire, ayant au moins un sol préfabriqué (19), un plafond préfabriqué (22) et quatre montants de coin (13) sont juxtaposés superposés et reliés, caractérisé en ce que la liaison des modules (10, 10' ; 10a, 10b, 10c, 10d ; 10a', 10b', 10c', 10d') en une monostructure statique consiste à superposer les modules et à former les intervalles chaque fois dans les zones de coin constituant un volume intermédiaire entre le plafond de béton (22) préfabriqués et le sol de béton (19), préfabriqué, volume qui est alors rempli par introduction de béton coulé en formant simultanément un plan intermédiaire en béton coulé (24).
  2. Procédé selon la revendication 1, caractérisé en ce que le béton coulé est introduit par des ouvertures du sol du module, rapporté, respectif, pour réaliser le plan de béton coulé (24).
  3. Procédé selon la revendication 1 ou 2, caractérisé en ce que lors de l'introduction du plan de béton coulé, on entoure chaque fois l'armature de raccordement librement en saillie du plafond du module (10) qui se trouve en dessous.
  4. Procédé selon l'une des revendications 1 à 3, caractérisé en ce que pour former l'intervalle entre les modules préfabriqués et superposés (10, 10' ; 10a, 10b, 10c, 10d ; 10a', 10b', 10c', 10d'), ceux-ci sont uniquement maintenus écartés au niveau des coins avec la plaque du dessus, par les paniers d'armature en saillie vers le haut au-dessus du plafond en béton terminé respectif, puis on introduit le béton coulé, pour noyer complètement ces paniers.
  5. Procédé selon l'une des revendications 1 à 4, caractérisé en ce que pour augmenter la solidité de l'armature d'appui de coin en saillie vers le haut, au niveau de sa plaque de tête on a prévu en outre des supports d'appui (25) ainsi que chaque fois des liens en acier (26a, 26b) coulés au moins partiellement dans le béton terminé du plafond, et qui sont également noyés par le béton lorsqu'on met en place le plan de béton coulé.
  6. Procédé selon l'une des revendications 1 à 5, caractérisé en ce que l'intervalle entre le plafond d'un module inférieur et le sol d'un module rapporté se règle de manière quelconque par la mise en place d'entretoises avec le dispositif à panier d'armature chaque fois en saillie du plafond de béton terminé, y compris la plaque de tête de façon qu'après introduction du plan de béton coulé, on obtient un plan d'installation libre, de hauteur réglée dans la direction verticale conformément aux exigences entre les modules.
  7. Procédé selon la revendication 6, caractérisé en ce que pour protéger la stabilité de l'immeuble monostructurel, globalement lors de la mise en place d'un plan d'installation, on prévoit chaque fois seulement dans la zone d'appui de coin respectif, vers le coffrage délimitant le plan d'installation, un remplissage avec du béton coulé jusqu'à ce que ce remplissage soit à fleur de la zone de sol des appuis de coin par les orifices de remplissage existants à chaque fois, en introduisant du béton par coulée.
  8. Procédé selon une ou plusieurs des revendications 1 à 7, caractérisé en ce que pour réaliser des dalles, des balcons, ou analogues, en porte-à-faux, on introduit en outre des parties de béton préfabriquées dans le plan intermédiaire de béton coulé.
  9. Procédé selon la revendication 8, caractérisé en ce que les pièces de béton préfabriquées, supplémentaires sont intégrées dans le plan de béton coulé avec leur propre armature d'ancrage.
  10. Module préfabriqué aux dimensions précises pour réaliser des hôtels, des hôpitaux, des immeubles de magasins ou de bureaux, des immeubles d'habitation, des résidences pour personnes agées ou constructions analogues, et qui peut être relié à d'autres modules situés à côté ainsi qu'au-dessus et en dessous, selon lequel, sans utiliser un squelette d'acier pour garantir la précision de la mesure, uniquement au niveau des quatre zones de coin de chaque module, il y a des appuis en béton d'acier (13 ; 13a, 13b, 13c, 13d) dont la hauteur est précise, caractérisé en ce que les appuis en béton d'acier définissent la hauteur du module par un panier d'armature interne, avec fermeture de plaque de tête supérieure et de plaque de pied inférieure.
  11. Module préfabriqué aux dimensions précises selon la revendication 10, caractérisé en ce que le panier d'armature (16) de chaque zone de coin de module est en saillie d'une distance prédéterminée par rapport au plafond de béton préfabriqué et comporte une fermeture de plaque de tête(17), supérieure, la distance définissant la hauteur libre vers le module suivant, adjacent placée au-dessus, cette hauteur étant remplie au moins partiellement par l'introduction d'un plan intermédiaire en béton coulé (24).
  12. Module préfabriqué aux dimensions précises selon la revendication 10 ou 11, caractérisé en ce que chaque panier d'armature comporte des fers d'armatures (20a, 20b, 20c, 20d) qui traversent en hauteur, avec un enroulement d'armature correspondant (21), les fers d'armature étant soudés à la plaque de tête (17).
  13. Module préfabriqué aux dimensions précises selon la revendication 12, caractérisé en ce qu'en plus des fers d'armature,, il y a des paliers d'appui de préférence sous la forme de cornières d'acier (25) s'étendant uniquement en partie au-dessus de la hauteur du module, ces cornières en acier étant également soudées à la plaque de tête (17).
  14. Module préfabriqué aux dimensions précises selon la revendication 12 ou la revendication 13, caractérisé en ce qu'en plus de la cornière d'appui, comprend des renforts en acier (26a, 26b) servant au transport et à la tenue, et qui sont partiellement encore en saillie, notamment pour assurer la rigidification, ces renforts en acier étant soudés à la plaque de tête, aux cornières d'appui et/ou à des longueurs partielles en saillie vers l'extérieur des fers d'armatures (20a, 20b, 20c, 20d) et passant à une hauteur prédéterminée dans le béton terminé du plafond.
  15. Module préfabriqué aux dimensions précises selon une ou plusieurs des revendications 10 à 14, caractérisé en ce que la plaque de sol de béton (19) préfabriquée, comporte un grand nombre d'ouvertures (32, 33) de dimensions le cas échéant différentes, formant des ouvertures pour bétonner et/ou pour contrôler, et à travers lesquelles on peut arriver directement au niveau du sol du module rapporté ou qui permettent de recevoir du béton coulé pour former un plan d'installation avec un intervalle prédéterminé.
  16. Module préfabriqué aux dimensions précises selon l'une des revendications 10 à 15, caractérisé en ce que l'armature de raccordement (31) introduite dans chaque dalle en béton est librement en saillie au niveau des coins pour réaliser une liaison intime avec le béton coulé introduit selon la progression de la construction, et qui en outre remplit les ouvertures du sol (32, 33) à la manière d'un bouchon.
  17. Module préfabriqué aux dimensions précises selon une ou plusieurs des revendications 10 à 16, caractérisé en ce qu'au moins sur le support d'appui (25) les renforts en acier soudés comportent un orifice de réception (30) pour le crochet d'une grue et des barres de fer d'armature dirigées en biais vers le haut soudées en outre dans la zone de la dalle.
  18. Module préfabriqué aux dimensions précises selon l'une des revendications 10 à 17, caractérisé en ce que pour une plaque de tête (17') montée sur pied, de manière supplémentaire, pour former un plan d'installation (34) entre chaque module inférieur et le module rapporté, la zone de panier d'armature en saillie vers le haut est entourée par un coffrage périphérique (36).
  19. Module préfabriqué aux dimensions précises selon la revendication 18, caractérisé en ce que le coffrage périphérique peut être traversé jusqu'à la hauteur du plan de béton coulé par des orifices (37) ou uniquement par des chandelles.
  20. Module préfabriqué aux dimensions précises selon l'une des revendications 10 à 19, caractérisé en ce que les zones de bord (24) préfabriquées à la hauteur du plan de béton coulé servent de coffrage pour le béton coulé à introduire au niveau de la dalle de chaque module, là où cela est nécessaire pour les parois extérieures.
EP91108938A 1991-05-14 1991-05-31 Méthode et module préfabriqué pour la construction d'édifices et de bâtiments Expired - Lifetime EP0515724B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4115643A DE4115643A1 (de) 1991-05-14 1991-05-14 Verfahren und vorgefertigter modul zur herstellung von bauwerken und gebaeuden
DE4115643 1991-05-14

Publications (2)

Publication Number Publication Date
EP0515724A1 EP0515724A1 (fr) 1992-12-02
EP0515724B1 true EP0515724B1 (fr) 1996-07-31

Family

ID=6431599

Family Applications (1)

Application Number Title Priority Date Filing Date
EP91108938A Expired - Lifetime EP0515724B1 (fr) 1991-05-14 1991-05-31 Méthode et module préfabriqué pour la construction d'édifices et de bâtiments

Country Status (6)

Country Link
EP (1) EP0515724B1 (fr)
AT (1) ATE140993T1 (fr)
DE (2) DE4115643A1 (fr)
DK (1) DK0515724T3 (fr)
ES (1) ES2090175T3 (fr)
GR (1) GR3021485T3 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4121253C2 (de) * 1991-06-27 1996-11-28 Eberhard Schrade Verfahren und vorgefertigter Modul zur Herstellung von Bauwerken und Gebäuden
DE4239057C2 (de) * 1992-11-20 1997-02-13 Eberhard Schrade Verfahren und vorgefertigter Modul zur Herstellung von Bauwerken und Gebäuden
DE4332793C1 (de) * 1993-09-27 1995-01-12 Eberhard Schrade Verfahren zur Herstellung von Bauwerken und vorgefertigter Modul
US7185467B2 (en) 2003-10-06 2007-03-06 Oscar Marty Modular system of permanent forms for casting reinforced concrete buildings on site
ES2333636B1 (es) 2008-10-10 2011-03-11 Angel Moreno Cano Modulo semirresistente prefabricado para construccion y procedimientode montaje en obra del mismo.

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2210342A1 (de) * 1972-03-03 1973-09-13 Modulbau Ag Raumzelle aus bewehrtem beton fuer den fertigbau
DE2720368A1 (de) * 1977-05-06 1978-11-16 Systems Concept Fertigbauteil, verfahren zum herstellen eines gebaeudes aus diesen fertigbauteilen und daraus hergestelltes gebaeude
GB2009811A (en) * 1977-12-09 1979-06-20 Bell T Improvements relating to building modules and prefabricated building panels for such modules
US4435927A (en) * 1981-06-19 1984-03-13 Misawa Homes K.K. Modular building structure and module for it
DD252096A3 (de) * 1985-08-06 1987-12-09 Ost Bau Montage Raumelement

Also Published As

Publication number Publication date
DE59108053D1 (de) 1996-09-05
DK0515724T3 (da) 1996-12-02
ES2090175T3 (es) 1996-10-16
DE4115643A1 (de) 1992-11-19
EP0515724A1 (fr) 1992-12-02
GR3021485T3 (en) 1997-01-31
ATE140993T1 (de) 1996-08-15

Similar Documents

Publication Publication Date Title
DE2354316C2 (de) Gebäude aus Fertigbauteilen
DE3003446A1 (de) Verfahren zur herstellung von tragenden waenden, decken o.dgl. und hohlbauelement zur durchfuehrung des verfahrens
DE1658991A1 (de) Baukonstruktion und Verfahren und Mittel zu ihrer Herstellung
EP0515724B1 (fr) Méthode et module préfabriqué pour la construction d'édifices et de bâtiments
EP0520084B1 (fr) Méthode et module préfabriquée pour la production des constructions et des bâtiments
CH662849A5 (de) Verfahren zum herstellen eines gebaeudes und ein nach diesem verfahren hergestelltes gebaeude.
DE10005872C1 (de) Raumzelle und aus gleichartigen Raumzellen zusammengesetztes Gebäude
DE2728544A1 (de) Fertigbauteil in form eines in sich geschlossenen kastens mit rasterabmessungen
EP0106297A2 (fr) Elément de construction pour la fabrication de murs en béton et mur de bâtiment fabriqué avec celui-ci
DE3925591A1 (de) Bausatz fuer die erstellung eines balkons
DE4332793C1 (de) Verfahren zur Herstellung von Bauwerken und vorgefertigter Modul
DE4239057C2 (de) Verfahren und vorgefertigter Modul zur Herstellung von Bauwerken und Gebäuden
DE959761C (de) Bauweise mit vereinheitlichten, vorgefertigten und raumhohen Wandteilen
DE861464C (de) Stahlbetonskelettbau
DE2636168A1 (de) Verfahren und vorrichtung zum erstellen von bauwerken
DE3026732A1 (de) Bauteil zur herstellung von ringankern fuer bauwerke aus mauerwerk
DE822607C (de) Verfahren zur Errichtung von Gebaeuden
AT230069B (de) Bauwerk
DE102006001843B4 (de) Schweinestall-Bausatz
DE2925354A1 (de) Haus aus tragenden stahlbetonfertigteilen
DE19820138A1 (de) Bauelement und Hausmodul aus mehreren Bauelementen
DE2627261A1 (de) Wandkonstruktion mit vorgefertigten wandelementen
DE10121864B4 (de) Drempelwandvorrichtung
DE804474C (de) Verfahren und Mauerwerk zur Errichtung von Bauten
DE2523286A1 (de) Eigenschalungs- und einbaustruktur- elemente-bausystem

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FR GB GR IT LI LU NL SE

17P Request for examination filed

Effective date: 19921103

17Q First examination report despatched

Effective date: 19940608

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE DK ES FR GB GR IT LI LU NL SE

REF Corresponds to:

Ref document number: 140993

Country of ref document: AT

Date of ref document: 19960815

Kind code of ref document: T

REF Corresponds to:

Ref document number: 59108053

Country of ref document: DE

Date of ref document: 19960905

ITF It: translation for a ep patent filed

Owner name: BARZANO' E ZANARDO MILANO S.P.A.

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: ISLER & PEDRAZZINI AG

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2090175

Country of ref document: ES

Kind code of ref document: T3

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19961022

ET Fr: translation filed
REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2090175

Country of ref document: ES

Kind code of ref document: T3

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

REG Reference to a national code

Ref country code: GR

Ref legal event code: FG4A

Free format text: 3021485

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 19970509

Year of fee payment: 7

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 19970516

Year of fee payment: 7

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 19970522

Year of fee payment: 7

Ref country code: BE

Payment date: 19970522

Year of fee payment: 7

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DK

Payment date: 19970523

Year of fee payment: 7

Ref country code: CH

Payment date: 19970523

Year of fee payment: 7

Ref country code: AT

Payment date: 19970523

Year of fee payment: 7

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 19970529

Year of fee payment: 7

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GR

Payment date: 19970530

Year of fee payment: 7

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 19970531

Year of fee payment: 7

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: LU

Payment date: 19970923

Year of fee payment: 7

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980203

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980531

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980531

Ref country code: GR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980531

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980531

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980531

Ref country code: DK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980531

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980531

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980531

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980531

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980601

Ref country code: ES

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 19980601

BERE Be: lapsed

Owner name: SCHRADE EBERHARD

Effective date: 19980531

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19981201

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 19980531

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 19981201

EUG Se: european patent has lapsed

Ref document number: 91108938.1

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20000301

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20050531