EP1054114A2 - Système de construction modulaire pour maçonnerie avec des briques aux façades, murs, cloisons, piliers, linteaux et conduites intérieures, verticales et horizontales - Google Patents
Système de construction modulaire pour maçonnerie avec des briques aux façades, murs, cloisons, piliers, linteaux et conduites intérieures, verticales et horizontales Download PDFInfo
- Publication number
- EP1054114A2 EP1054114A2 EP00500065A EP00500065A EP1054114A2 EP 1054114 A2 EP1054114 A2 EP 1054114A2 EP 00500065 A EP00500065 A EP 00500065A EP 00500065 A EP00500065 A EP 00500065A EP 1054114 A2 EP1054114 A2 EP 1054114A2
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- European Patent Office
- Prior art keywords
- modules
- module
- double
- cylindrical
- horizontal
- 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.)
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Classifications
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/04—Walls having neither cavities between, nor in, the solid elements
- E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
- E04B2/08—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/0215—Non-undercut connections, e.g. tongue and groove connections with separate protrusions
- E04B2002/0223—Non-undercut connections, e.g. tongue and groove connections with separate protrusions of cylindrical shape
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0256—Special features of building elements
- E04B2002/0263—Building elements for making angled walls
Definitions
- the present invention patent relates to a modular construction system for masonry with modular bricks allowing their use for construction devices of various types for facades, walls and partitions, as well as for construction of pillars and lintels, allowing the immediate constitution of vertical and horizontal interior pipes, the essential characteristics of which are described below.
- the system which is the subject of the present invention has a direct bearing on the factor which increases the cost, such as labor, by combining the possibility that the building built requires minimal participation of skilled labor, the rest being carried out by non-specialized personnel, with the cost savings that this represents, but by guaranteeing at all times the quality of the work done, in particular all that concerns alignments, verticality, angularity, etc. as well as the completion of this work, especially in exposed masonry, where special care must be taken the execution of horizontal and vertical joints.
- walls or load-bearing walls having a simple size or half foot; the supporting wall with one foot or double in header; the load-bearing wall of a foot and a half or triple of breakdowns; the load-bearing wall of a foot and a half or triple in header; the wall triple with air chamber and normal rising seal, among the best known.
- the system object of the present invention consists in the use of a brickyard obtained with sufficiently automated industrial methods, with characteristics defined geometries and standard dimensions, allowing their combination perfect, the design of this brickyard being modular.
- the basic geometric unit of the system consists of a building module or solid brick piece, in the shape of a right rectangular parallelepiped, with dimensions standardized and square based.
- a nipple or cylindrical rod protrudes from the upper horizontal plane of this module, this stud or rod having a vertical axis, centered with respect to the planes of symmetry of the module.
- the basic elementary module being thus illustrated, one can immediately present a double module, aligning two basic modules and increasing the dimension of the adjacent sides, which are in contact with each other, in order to compensate for the size necessary material to be joined; this gives the rectangular base module plus classic, with two cylindrical pins on its upper horizontal plane and two cylindrical cavities on its lower horizontal plane.
- the system in question offers the novelty that the superimposition of modules is done thanks to automatic assembly by nesting or embedding of nipples cylindrical in the corresponding cylindrical cavities of the superimposed module. For everything that, the difference existing between the axes of the nipples and, consequently, between the axes of the cavities, having a standardized and invariable dimension, which is the key to obtaining an overlay easy and correct of said modules.
- a variant consists of the embodiment provided with perforated nipples and a bottom of the cavity also perforated, which immediately generates a very useful vertical pipe, as we will see below.
- Other secondary materials can be, metallic materials, glasses, artificial resins, industrial rubbers and industrial fibers, among others.
- the first seat is placed on its contact base or paving stone, and when it is perfectly aligned, vertically using the plumb line and horizontally by means of the level, we can build from this first base without any difficulty, thanks to the fact that the nipples of the upper horizontal plane fit together perfectly in the cavities of the lower horizontal plane of the module which is located above, as described above.
- the application of the mortar or building paste necessary to guarantee the junction of modular parts and the stability of the manufactured assembly will be done on the faces of contact of the modules using a special tool which will provide greater speed of execution, an appropriate proportional distribution of the dough or mortar and a total uniformity of the size of the horizontal and vertical joints, while allowing, if if necessary, the application of two different types of paste or mortar at the same time, avoiding the classic repointing work on the exposed masonry facade, with saving time and the best quality of finish.
- the section of all pipes can be changed as required and in accordance with what is established in the various standards in force.
- Another essential characteristic of the invention is to take advantage of these lines horizontal to arrange very resistant cylindrical elements, such as bars steel, in order to have a certain number of self-armed modules and allowing, by their resistance, to withstand heavy loads on this area, its immediate application and its precise use in door and window lintels.
- This reinforcement can also be made with steel rods and concrete to completely fill the cavity.
- modules assembled in vertical position having one or more vertical internal pipes which will allow steel bars or rods to be placed, with concrete filling if it is necessary, in order to obtain pillars or columns which then allow, by their resistance, to support heavy loads, in an immediate application of support of elements located above them.
- the system allows to place rods of earthquake resistance in the longitudinal interlocking notches of the modules provided semi-cylindrical shearings with the upper modules; it also allows the arrangement of holes where the fastening and clamping clips for the door and window frames and finally it offers a wide range of possibilities of increasing security by means of the reinforcement inside the walls, in using the semi-cylindrical shearings provided for conduits, as well as by means the use of self-armed modules.
- Figure 48 is an elevational view of a portion of apparatus formed by double modules provided with a solid nipple and a cavity, these hollow nipples constituting vertical ducts, a horizontal duct also being delimited between two rows of modules and lateral entrances or accesses at the intersection of the previously mentioned conduits.
- FIG. 49 illustrates in plan a seat of an apparatus, forming a right-angled corner and also provided with a horizontal duct.
- Figure 50 is a perspective view of a semi-header apparatus in construction, formed, partly by modules of the type shown in the figures previous 44 to 47, while the corner area is formed by double modules with full nipples.
- FIG. 51 illustrates, in plan, a basic module provided with semi-cylindrical shear on its lower surface, as well as longitudinal interlocking notches and provided with hollow nipple.
- Figure 52 is an elevational view of the module of the previous figure.
- Figure 53 is a side view of the same module.
- Figure 54 illustrates in plan a basic module corresponding to the one that will be located under the module of figure 51, with the semi-cylindrical shear and the projections corresponding longitudinal, as well as a cylindrical perforation which communicates the blasting with the lower cavity.
- Figure 55 is an elevational view of the module of the previous figure.
- Figure 56 is a side view of the same module.
- FIG. 57 is a side view of the two modules of FIGS. 53 and 56 superimposed, forming a unit and provided with a large diameter hollow stud.
- FIG. 58 is a view of modules identical to those of the previous figure, but with hollow nipple having a small circumference.
- Figures 59 and 60 illustrate in elevation and in plan part of a device in semi-header formed by modules having semi-cylindrical detours configuring a horizontal pipe and one of the modules and two correspondents located below, being provided with accessible sides.
- Figure 61 shows in perspective a basic module with semi-cylindrical shear and longitudinal projections on its upper surface, as well as its cavity lower communicated with semi-cylindrical delarding.
- Figure 62 shows a double module with characteristics similar to those of the previous figure, but provided with a false zone on its lateral surface, which can be easily removed to gain access to the interior of the semi-cylindrical shear. It is also provided with two lower cavities communicated with this detonation.
- Figure 63 illustrates a basic module that can be superimposed on that of Figure 61, provided with semi-circular shear and longitudinal notches on its surface lower and a hollow stud having a large diameter.
- FIG. 64 is a double module which can be superimposed on that of FIG. 62, with semicircular shear and longitudinal cuts, as well as two hollow nipples having a small diameter and provided with a false zone on its lateral surface, easy to extract, for access to the interior of the semi-cylindrical shear.
- Figure 65 is a front view of the set of resistant stacked modules for example forming a lintel.
- Figure 66 shows in plan the arrangement of modules of Figure previous.
- the construction system modular object of the present invention the essential characteristic of which is the module basic prismatic quadrangular (1), provided with an emerging cylindrical stud (2) at its upper central part and a cavity, also cylindrical (3) on its lower surface, both being bevelled, both the upper part of the nipple and the mouth of the cavity, characterized in that the two elements, the stud (2) and the cavity (3) are located coaxial with the vertical axis of symmetry of the basic module (1).
- An essential characteristic of the invention is a double module (4) having the same width as that of the basic module (1) and a length of slightly more than double, if the thickness of the material which will constitute the vertical seal (5) is taken into account the adjoining vertical surfaces of juxtaposed modules.
- the double module (4) will basically have two cylindrical pins (2) and two cylindrical cavities (3), all located on the corresponding axis of symmetry, the essential characteristic being that the gap (6) existing between the two axes (7) (FIGS. 7 and 16) is permanent and unchanging, thus allowing unitary or double modules, can be arranged on top of each other, forming the foundations, with a precision of total dimensions.
- the basic unitary (1) and double (4) modules offer alternative embodiments, as shown in Figures 8 to 14, consisting of the arrangement of hollow pins (8), the orifice or cylindrical conduit (8a) of which ends at the interior base of the cavity (3) corresponding, thus communicating directly.
- Another variant will also be the arrangement of hollow nipples having different diameters, a hollow nipple with smaller diameter being represented by (8b), with its cylindrical orifice (8c) having a smaller diameter, all of which are used according to construction needs, and it is possible in the case of the hollow stud (8) with larger diameter, to arrange an orifice through (8a) having a larger diameter, suitable for placing the service installations therein necessary from the building.
- Another alternative embodiment may be that of a double module (4) provided of a solid stud (2) and another cavity (8) both having the same diameter, as it will agree,
- the reported case could be that of Figure 14.
- Another alternative embodiment will be that of the module provided with a series of orifices through (9), arranged around the stud (2), with the aim of either reducing the weight or allow the placement of rods for a reinforcing reinforcement, as shown in the figure 15.
- Figures 17 and 18 show the start of the construction of corner purlins with an angle of 90 °, alternating the modules suitably single and double, as well as nipples and cavities, as required by the construction to be carried out.
- FIGS. 27 to 30 show this embodiment, in double modules (4), in arranging the cavities on the various sides of the module.
- FIGS. 31 to 35 are the modules with angular profiles intended for the construction of devices at various angles at the corners.
- Figure 31 shows the module (17), with one of its front faces at an acute angle (17a) and forming an assembly with it, the corresponding module (18) having a slight chamfer (18a), of identical angular value, in order to obtain a linear continuity between both.
- Figure 32 shows another corner arrangement, with the module (19) provided on its front surface with a double angular chamfer (19a) and forming a unit with it, the corresponding module (20), with chamfered end (20a) of an angular value complementary to that of the chamfer of the previous module (19) while also obtaining continuity between the two.
- Another variant is that which is intended for construction double-footed devices, or load-bearing wall, where there are then double modules (22a) and (22b), with their pins (2) and the corresponding cavities, provided on their surfaces side facing respective semi-cylindrical detents (23), which, when places the two juxtaposed modules, delimiting a vertical cylindrical conduit (23a).
- These modules are completed by double modules (24a) and (24b), at the facing corners of which are arranged respective backslashes of 1/4 of a cylinder (25), which, when the two modules are placed juxtaposed, delimiting half of a cylindrical conduit.
- the tool is provided with a series of slides (30), arranged longitudinally and transversely, delimiting, when placed on the module, spaces that the worker will easily fill with paste or mortar, without danger of exaggerating or going overboard sides, and ensuring a correct finish, with horizontal (26) and vertical joints (5) completely regular.
- slides (30) of the tool can be movable, to allow the area where the dough will be placed or the mortar has a variable surface, as appropriate.
- a practical variant of the tool may be that which will be used for the modules single (1) (figure 42) and double (4) (figure 43).
- the arrangement of modules immediately conforming horizontal conduits, through which we can place service facilities is also present. It is a characteristic of these modules, that the module lower (31) has on its upper surface a longitudinal backwash (32) and, near therefrom, respective projections with quadrangular section (33), located one on each side of the blunder.
- the unit module (31) is shown in Figure 44, while in the Figure 45 shows a double module (34).
- the upper module (37) has, on its lower face, a recess longitudinal semi-cylindrical (38) and, near it, quadrangular section grooves (39) located perpendicularly along each side of the peeling, so that upper module fits on the other lower (31), remaining perfectly united when we engage the shear (33) in the grooves (39) and the horizontal cylindrical conduit (41) being formed with the two semi-ducts (32) and (38).
- the upper surface of these modules (37) and (40) has two notches longitudinal, quadrangular section (43), inside which rods are placed steel which will reinforce the entire structure, in accordance with the requirements of the standards resistant to earthquakes established to guarantee the stability of the construction with regard to seismic movements.
- one of them both lower and upper, has lateral strikes (44) and (45), constituting the semi-ducts which, at the time to join the two modules will form a lateral conduit (46) communicated with the conduit longitudinal (41) and in which will also be located a union reinforcing sleeve (36).
- modules provided with longitudinal horizontal ducts (41) and lateral accesses (46) and provided with vertical conduits (8a) constituted by the conduits hollow nipples (8) and the corresponding cavities (3), will allow a wide range of service placement possibilities, as seen in Figures 48 and 49, supplemented by FIG. 50 illustrating in perspective a corner device at a right angle, with the first layer of standardized modules (4) and on them, the modules described (31) and (34), and part of an upper module (37) or (40).
- connection of the horizontal pipe (41) and the vertical pipe (8a) is shown in Figures 51 to 57 in which the lower (31) and upper modules are shown (37), in various projections ( Figures 51 to 56) and finally (in the last Figure 57), the two united modules, in a variant with the normal hollow stud (8a), and in another of smaller size (8b), both also provided with horizontal lateral conduits (46).
- modules are presented provided with a lateral access to the horizontal interior pipes, so that these pipes can be accessible from the outside, in case it is necessary to repair or modify any of the facilities that are located there.
- the assembly presented in FIGS. 61 to 64, presents the double module (34a), in this case also provided with lower cavities (3), (like the unitary module (31a)), and which, on its lateral surface has a rectangular sector (47), the shape of which is completely and perfectly the same as the rest of the module, by configuring walls, an interior semi-cylindrical shear, projections, etc.
- This area can be easily separated from the rest of the room, which allows access to the interior of the cylindrical duct, this possibility being shown in figure 62.
- the upper module (40a) has on its lateral surface and in correspondence with the sector (47) of the lower module, another sector (48) also easy to separate of the rest of the module, and which will allow access to the interior of the horizontal duct (see figure 64).
- each module being provided with two hollow pins (8) and their cavities corresponding (3) arranged so that inside the formed conduits can be placed a cylindrical body (49), concretely a rod or a solid bar of steel, which gives the assembly (50) determined stability and structural strength, allowing its use as a resistant element, suitable for lintels for doors and windows, beams, columns and the like.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Furnace Housings, Linings, Walls, And Ceilings (AREA)
- Finishing Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
Par ailleurs, les deux types de conduites peuvent s'adapter à l'intérieur d'un tube rigide en acier, qui sera incrusté au moment de construire le mur, en comprenant toute la longueur dont il y aura besoin et avec la section suffisante que permette la propre conduite.
Claims (12)
- Système de construction modulaire pour travaux de maçonnerie avec des briques aux façades, murs, cloisons, piliers, linteaux et des conduites intérieures, verticales et horizontales, essentiellement caractérisé en ce quel prévoit des éléments modulaires pour former diverses assises qui constitueront les appareils à construire, ces éléments modulaires ayant une forme prismatique régulière et aux dimensions pré-établies, de sorte qu'avec un dessin adéquat, tous et chacun des éléments modulaires à employer dans la construction soient déterminés, avec leurs formes, dimensions et emplacement, le module basique unitaire en matériau résistant adéquat est pourvu, sur sa surface supérieure, d'un téton cylindrique émergent , et sur sa surface inférieure, d'une cavité cylindrique, situés tous les deux coaxialement à l'axe imaginaire central du module, le diamètre de la cavité étant un peu plus grand que le diamètre du téton, de sorte que ce dernier puisse facilement s'emboíter dans la cavité correspondante du module qui sera situé au-dessus, la hauteur du téton étant inférieure à celle de la cavité pour permettre de placer la quantité prévue de matériau à jointoyer entre les éléments modulaires.
- Système de construction modulaire pour des travaux de maçonnerie avec des briques aux façades, murs, cloisons, piliers, linteaux et des conduites intérieures, verticales et horizontales conformément à la revendication précédente, caractérisé en ce qu'il dispose, comme variante essentielle de la réalisation, d'un module basique double, ayant une longueur équivalant à deux modules unitaires plus la grosseur correspondant au joint vertical ou à l'épaisseur du matériau à jointoyer existant entre les surfaces verticales juxtaposées de deux modules contigus, ce module double étant pourvu de deux tétons cylindriques, sur sa surface supérieure, et de deux cavités cylindriques, sur sa surface inférieure, situés coaxialement sur les axes correspondants placés à la position imaginaire correspondant aux axes des modules unitaires doubles qui se situent dans des assises inférieures ou supérieures, la caractéristique essentielle du système étant le fait que l'écart existant entre les deux axes est permanent et invariable, de sorte que le positionnement d'une série de modules dans une assise définira de façon précise et invariable le positionnement des modules des assises successives au moyen de l'emboítement des cavités sur les tétons correspondants.
- Système de construction modulaire, selon les revendications précédentes, caractérisé en ce qu'il a comme variantes de la réalisation, l'agencement de modules triples ou quadruples, ainsi que des modules à longueur indéterminée, ayant le but de compléter la finition de toutes les assises dans le construction de l'appareil, de quelque type qu'elles soient, étant donné la caractéristique essentielle du système permettant la définition de la dimension préalable de tous et chacun des modules nécessaires.
- Système de construction modulaire, conformément aux revendications précédentes, caractérisé par l'agencement approprié , en quantité et homogénéité, de la pâte ou du mortier à jointoyer les modules entre assises, constituant les joints horizontaux, de sorte que des excès de matériau ne se produisent pas et que l'on obtienne immédiatement une régularité et une finition remarquables dans la construction d'appareils de maçonnerie apparente, par la biais d'un outillage qui, emboíté sur le téton, dans le cas de module unitaire, ou sur les deux tétons, dans le cas de module double, délimitera sur la surface supérieure du module, diverses zones qui seront remplies avec la pâte ou le mortier, des zones constituées par les glissières que possède l'outillage en sens longitudinal et transversal, déplaçables à volonté, avec le but que les zones qu'il délimite soient variables selon les besoins.
- Système de construction modulaire, conformément aux revendications une et deux essentiellement caractérisé en ce quel offre comme variantes de réalisation, des modules fondamentalement prismatiques, avec des variations périmétrales en forme de "L", à angle droit; en forme de "T", à double angle droit,; en forme de "croix", avec tous ses angles droits; pour la construction d'appareils à angle et zone d'appui simple et double, caractérisé, de plus, parce qu'il offre des modules ayant leurs surfaces d'extrémité à angles non droits, pour la construction d'assises d'appareils aux coins à angle non droit, obtus ou aigu, ces modules étant dessinés de sorte qu'ils correspondent à une certaine assise et à l'assise supérieure correspondante.
- Système de construction modulaire, conformément à la première revendication, essentiellement caractérisé en ce que les modules pourront avoir des tétons cylindriques creux qui communiqueront avec la cavité correspondante de la surface inférieure, de sorte que l'agencement en assises successives de modules avec des tétons creux coïncidents constitue un conduit vertical, obtenu immédiatement, pour l'emplacement de diverses installations de service, caractérisé de plus, en ce que les tétons et leurs orifices centraux pourront avoir des dimensions différentes en dépendant s'il faut définir un conduit vertical à diamètre adéquat.
- Système de construction modulaire, conformément aux revendications une et six, caractérisé en ce que les modules pourront avoir des délardements semi-cylindriques sur leurs surfaces frontales et latérales, de sorte que lorsqu'ils seront placés juxtaposés, ils constitueront, immédiatement, des conduits verticaux aptes pour l'agencement de diverses installations de service et caractérisé également en ce que les modules pourront présenter sur leurs surfaces latérales des cavités aptes pour y placer les éléments d'ancrage de la menuiserie, sans avoir besoin de les fabriquer ultérieurement.
- Système de construction modulaire, conformément aux revendications une, six et sept, caractérisé en ce quel présente comme variante l'agencement de modules unitaires ou doubles, pourvus sur leur surface supérieure d'un délardement semi-cylindrique longitudinal et de modules pourvus sur leur surface inférieure d'un délardement semi-cylindrique longitudinal, les premiers étant pourvus de saillies longitudinales et les deuxièmes de rentrants longitudinaux, tous coïncidents, qui permettront l'emboítement des deux modules, en constituant une unité ayant une cavité cylindrique horizontale ce qui forme une conduite horizontale, apte pour y placer diverses installations, en disposant aux extrémités de ces délardements semi-cylindriques d'une légère entaille pour l'emboítement d'une douille métallique de renfort intérieur de la jonction entre un module et le module contigu, en continuité de la conduite horizontale.
- Système de construction modulaire, conformément à la revendication précédente, caractérisé en ce que les modules qui forment le conduit horizontal pourront avoir un conduit latéral horizontal d'accès vers l'extérieur, et caractérisé en ce qu'ils pourront avoir aussi des conduits verticaux constitués par leurs tétons creux et leurs cavités inférieures correspondantes, de sorte qu'un réseau approprié de conduits verticaux et horizontaux prennent forme, communiqués entre eux, pour le passage des installations souhaitées.
- Système de construction modulaire, conformément aux revendications huit et neuf, caractérisé en ce que les modules constituant les conduits horizontaux longitudinaux présenteront, comme il conviendra, des secteurs de leurs surfaces latérales extractibles, de sorte que le conduit longitudinal soit facilement accessible de l'extérieur, ces secteurs extractibles ayant une forme et des dimensions exactement comme celles de la cavité où ils sont placés et parfaitement emboítés.
- Système de construction modulaire, conformément aux revendications une et huit, caractérisé en ce que sur la surface supérieure des modules, des entrants longitudinaux pourront être agencés dans lesquels seront placées des tiges métalliques à longueur et section déterminées qui, en restant incorporées à l'ensemble dans le procédé de constitution des joints horizontaux avec la pâte ou le mortier à jointoyer, constitueront un élément stabilisateur résistant aux séismes, conformément aux normes existant à ce sujet.
- Système de construction modulaire, conformément aux revendications une et six, caractérisé en ce que l'agencement de modules qui constituent des conduits verticaux, permettra, au moyen du placement à travers lesdits conduits, d'éléments résistants, tels que des tiges ou des barres métalliques ayant un diamètre identique à celui du conduit, ainsi que l'obtention rapide d'ensembles ayant une certaine résistance structurelle, aptes pour les placer là où ils devront supporter certaines charges et efforts comme ça pourrait être le cas des endroits où ils serviront de linteau, de poutrelle ou de colonne.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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ES9901046A ES2157790B1 (es) | 1999-05-17 | 1999-05-17 | Sistema de construccion modular para obra de fabrica con ladrillos en fachadas, muros, paredes, pilares, dinteles y conducciones interiores , verticales y horizontales |
ES9901046 | 1999-05-17 |
Publications (2)
Publication Number | Publication Date |
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EP1054114A2 true EP1054114A2 (fr) | 2000-11-22 |
EP1054114A3 EP1054114A3 (fr) | 2002-03-20 |
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Application Number | Title | Priority Date | Filing Date |
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EP00500065A Withdrawn EP1054114A3 (fr) | 1999-05-17 | 2000-04-11 | Système de construction modulaire pour maçonnerie avec des briques aux façades, murs, cloisons, piliers, linteaux et conduites intérieures, verticales et horizontales |
Country Status (2)
Country | Link |
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EP (1) | EP1054114A3 (fr) |
ES (1) | ES2157790B1 (fr) |
Cited By (4)
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WO2007129910A1 (fr) * | 2006-05-09 | 2007-11-15 | Lars Roar Odden | Procédé d'utilisation d'un conditionnement comme matériau de construction, et conteneur pour la mise en œuvre du procédé |
GB2411412B (en) * | 2004-02-26 | 2009-06-03 | John Dalrymple | Building construction using unitary construction block |
GB2477728A (en) * | 2010-02-10 | 2011-08-17 | Alan Mark Seddon | Modular moulded brick for an inspection chamber |
GB2503449A (en) * | 2012-06-26 | 2014-01-01 | Tony Carr | A set of ventilation units with connection formations |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
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US6948282B2 (en) | 2003-01-09 | 2005-09-27 | Allan Block Corporation | Interlocking building block |
Citations (7)
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FR996460A (fr) * | 1949-09-30 | 1951-12-19 | élément préfabriqué pour la construction | |
GB2095713A (en) * | 1981-03-09 | 1982-10-06 | Breed Antonius Maria | Building blocks |
EP0596371A1 (fr) * | 1992-11-03 | 1994-05-11 | Bruno De Pieri | Bloc de construction |
DE29701682U1 (de) * | 1997-01-31 | 1997-03-20 | Zschoppe, Bodo, 32545 Bad Oeynhausen | Wandheizung |
EP0805240A1 (fr) * | 1995-01-31 | 1997-11-05 | Bodo Zschoppe | Kit de construction pour un mur |
DE19620270A1 (de) * | 1996-05-20 | 1997-11-27 | Guenter Prof Dr Faltin | Flüssigkeitsbehälter |
US5729943A (en) * | 1992-11-18 | 1998-03-24 | Sirprogetti S.R.L. | Building block, a process for its manufacture and a building structure produced using these blocks |
Family Cites Families (12)
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GB593081A (en) * | 1944-12-05 | 1947-10-08 | Perkins & Company Ltd E | Improvements in model building blocks |
FR905780A (fr) * | 1944-07-12 | 1945-12-13 | Briques | |
DE2201629A1 (de) * | 1971-08-16 | 1973-03-01 | Luigi Haringer | Vorfabriziertes element zur errichtung von mauern im baukastensystem |
FR2203924B1 (fr) * | 1972-10-25 | 1976-08-20 | Papazian Zareh | |
CH602965A5 (fr) * | 1975-11-17 | 1978-08-15 | Rolf Scheiwiller | |
IN149804B (fr) * | 1977-09-23 | 1982-04-24 | Insulock Corp | |
DE3106119A1 (de) * | 1981-02-19 | 1982-09-09 | Richard 4802 Halle Dees | Baustein |
FR2509344A1 (fr) * | 1981-07-10 | 1983-01-14 | Bride Michel | Bloc en terre hyper-pressee et stabilisee pour la construction |
US5365714A (en) * | 1992-09-04 | 1994-11-22 | Ricardo Potvin | Sawdust building blocks assembly |
DE19542354A1 (de) * | 1995-11-14 | 1997-05-15 | Radziwinski Edmund | Verzapfungssystem bei Bausteinen |
AU3554897A (en) * | 1997-07-24 | 1999-02-16 | Kobahidze, Vitaly | Interlocking building block system and methods of constructing walls, including with a thermal insulation |
US5987840A (en) * | 1998-05-28 | 1999-11-23 | Leppert; Jeffrey K. | Self-aligning block |
-
1999
- 1999-05-17 ES ES9901046A patent/ES2157790B1/es not_active Expired - Fee Related
-
2000
- 2000-04-11 EP EP00500065A patent/EP1054114A3/fr not_active Withdrawn
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR996460A (fr) * | 1949-09-30 | 1951-12-19 | élément préfabriqué pour la construction | |
GB2095713A (en) * | 1981-03-09 | 1982-10-06 | Breed Antonius Maria | Building blocks |
EP0596371A1 (fr) * | 1992-11-03 | 1994-05-11 | Bruno De Pieri | Bloc de construction |
US5729943A (en) * | 1992-11-18 | 1998-03-24 | Sirprogetti S.R.L. | Building block, a process for its manufacture and a building structure produced using these blocks |
EP0805240A1 (fr) * | 1995-01-31 | 1997-11-05 | Bodo Zschoppe | Kit de construction pour un mur |
DE19620270A1 (de) * | 1996-05-20 | 1997-11-27 | Guenter Prof Dr Faltin | Flüssigkeitsbehälter |
DE29701682U1 (de) * | 1997-01-31 | 1997-03-20 | Zschoppe, Bodo, 32545 Bad Oeynhausen | Wandheizung |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2411412B (en) * | 2004-02-26 | 2009-06-03 | John Dalrymple | Building construction using unitary construction block |
WO2007129910A1 (fr) * | 2006-05-09 | 2007-11-15 | Lars Roar Odden | Procédé d'utilisation d'un conditionnement comme matériau de construction, et conteneur pour la mise en œuvre du procédé |
GB2477728A (en) * | 2010-02-10 | 2011-08-17 | Alan Mark Seddon | Modular moulded brick for an inspection chamber |
GB2503449A (en) * | 2012-06-26 | 2014-01-01 | Tony Carr | A set of ventilation units with connection formations |
EP2864558B1 (fr) * | 2012-06-26 | 2017-04-26 | Mousemesh Limited | Unités de ventilation |
GB2503449B (en) * | 2012-06-26 | 2019-01-09 | Mousemesh Ltd | A ventilation unit |
Also Published As
Publication number | Publication date |
---|---|
ES2157790A1 (es) | 2001-08-16 |
EP1054114A3 (fr) | 2002-03-20 |
ES2157790B1 (es) | 2002-02-16 |
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