WO2005113912A1 - Construction system based on prefabricated plates - Google Patents

Construction system based on prefabricated plates Download PDF

Info

Publication number
WO2005113912A1
WO2005113912A1 PCT/ES2005/000274 ES2005000274W WO2005113912A1 WO 2005113912 A1 WO2005113912 A1 WO 2005113912A1 ES 2005000274 W ES2005000274 W ES 2005000274W WO 2005113912 A1 WO2005113912 A1 WO 2005113912A1
Authority
WO
WIPO (PCT)
Prior art keywords
plates
double
welded
construction system
upn
Prior art date
Application number
PCT/ES2005/000274
Other languages
Spanish (es)
French (fr)
Inventor
Valentin Leiro Paz
Original Assignee
Valentin Leiro Paz
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 Valentin Leiro Paz filed Critical Valentin Leiro Paz
Priority to DE602005020932T priority Critical patent/DE602005020932D1/en
Priority to EP05750229A priority patent/EP1757750B1/en
Priority to AT05750229T priority patent/ATE466147T1/en
Publication of WO2005113912A1 publication Critical patent/WO2005113912A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/049—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/28—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups combinations of materials fully covered by groups E04C2/04 and E04C2/08
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material

Definitions

  • the invention relates to a system specially designed for starting from certain prefabricated plates, totally novel, and with the help of components designed to combine them, create a new construction system for all types of buildings.
  • floor slabs, cover plates, simple non-structural and load plates, and double enclosure plates with an intermediate layer of thermal insulation will be manufactured.
  • the workload can be transferred, from the construction site to the factory, where the plates and components that will be detailed below are made.
  • This system of structural plates is very simplified by working the plates as beams of great edge, in this way the distribution of loads, when reaching the foundation level it becomes punctual, in this way the foundation can be adapted to the characteristics of the terrain .
  • the adapted solution will be that of isolated footings, if the resistant terrain is semi-deep, foundation pits will be used, if the resistant terrain is deep, the piles will be chosen.
  • the system in what is another novel aspect of the invention does not necessarily have to adapt to plate standards, but they can be of any size continue to be of the same system, when using a combination of inner armor that forms one or more more reticles with their perimetral reinforcements, according to the edge of the plate, reclosing themselves with formwork metal profiles inside the panel, which allow them to be joined together by means of arc welding.
  • the pieces manufactured for what is the object of the present system adopt as described previously any type of configuration, with thicknesses of 8, 10 and similar, inside, in the simple pieces there is a structure formed by double meshes of 15 x 30 mm in diameter, and "U" shaped connectors that join said meshes by their lateral and horizontal ends, with structural profiles as a fence, at their ends lateral and horizontal, provided on them and at regular distances of the corresponding hooks for the manipulation of the plates, the profiles being joined with the mesh with said connectors by means of a continuous welding with flat bead.
  • the previous plates have openings for window doors and the like, they are reinforced by inmates on the perimeters of the openings, forming a frame resistant to them.
  • the pieces that are used for enclosure will be formed by a structural inner plate, in the intermediate part an insulation chamber and in the outer part a plate of smaller thickness than the interior with function of enclosure.
  • the inner structure of the inner plate is the same as the openings, as defined for simple plates, just like the enclosure plate varying only the thickness of the inner plate is 80 mm while in the enclosure It is 60 mm
  • the placement of the double plate is done just like the simple ones by means of the appropriate hooks.
  • Figure 1 is an elevation view
  • Figure 2 is an elevation view
  • Figure 3 is a perspective view of a profile (12) used for re-enclosing the double enclosure plate (11).
  • Figure 4 (a) is a detail of a connector (15) for joining a profile (26) to a mesh (14) not present in the figure, (b) of a connector (15) to a mesh double (16) and profile (26).
  • Figure 5 is a detail of an arrangement in a fence profile (12), for the transfer and assembly of a double enclosure plate (11), (a) longitudinal section, (b) in cross section, (c ) in a plan view.
  • Figure 6 is a detail of the encounter of two double plate walls (11) forming an outer corner.
  • Figure 7 is a detail of the encounter of two double plate walls (11), with stone or work covering (17) forming an inner corner.
  • Figure 8 is another detail of the encounter of two double plate walls (11) forming an inner corner.
  • Figure 9 is an alternative detail of the encounter of two double plate walls (11) forming an inner corner, with an outer layer of stone or work.
  • Figure 10 is a detail of the encounter between two walls formed by a simple concrete plate (10) a) with an inner stone and work covering (17), (b) with an outer covering (17) of stone or work.
  • Figure 11 is a detail of the encounter of a floor slab (18) with an external double plate (11), a floor or pavement (47) is arranged on top of the plate (18).
  • Figure 12 is a floor slab (a) seen in plan (b), in longitudinal section (c) in cross section.
  • Figure 13 is a detail for arrangement of a hook (28) with holes (29) on a floor slab (18).
  • Figure n ° 14 is a detail of plates (19) for welding in perpendicular encounters between plates (10) and (11), with their connectors (50) welded to (19), (a) in profile (b) in upper floor, (c) in elevation, (d) in perspective.
  • Figure 15 is a perspective with a detail of the meeting of slabs (18) with its pavement (47) and double vertical enclosure plates (11), joined by welding profiles (26).
  • Figure 16 is a partial longitudinal section of the detail of the connection of floor slabs (18) with the help of profiles (26).
  • Figure 17 is a cross section in elevation of the encounter between double vertical plates (11) with a floor slab (18) with its pavement (47).
  • Figure 18 is a perspective of the construction of an enclosure (20) based on two double plates (11), at the same height with the aid of plates (48).
  • Figure 19 is a perspective of the construction of an enclosure (21) based on two double plates (11) at different height, by means of plates (49).
  • Figure 20 is a plan view (a) of a cover plate (21), (b) a longitudinal section, (c) a cross section.
  • Figure 21 is an illustrative perspective (a) of placing cover plates with eave (24) forming a cover view, and (b) resting on closing plates (11) with the help of support panels (22).
  • Figure 22 is a detail perspective of joining roof plates with eave (24), (a) is a view of the connection of two roof plates with eave (24), with the help of profiles (26) , (b) is a view of support panels (22) for the eave cover plates (24).
  • Figure 23 is a partial elevation cross-section of a cover plate (21) with hook detail (23) for its solidarity transfer to a double mesh (16).
  • Figure 24 is a cross-sectional elevation of a cover eave piece (24).
  • Figure 25 is a partial elevation cross section of an Arab tile roof (42) based on cover plates (24) with encounter with double enclosure plates (11).
  • Figure 26 is a partial elevation cross-section of a roof with slate pieces (43) with a double enclosure plate encounter (11).
  • Figure 27 is a perspective in which (a) the way of joining single (10) or double plates (11) between them, (b) between them (10) and a slab plate (18) is shown based on plates (33, 34 and 35).
  • Figure 28 is a detail of joining panels of all types single or double to testa (10,11) by the ends by welding (37) profiles (26).
  • Figure 29 is a partial elevation cross-section of a double plate junction detail (11) with welding (37) of the profiles (26).
  • Figure 30 is a partial cross-sectional elevation of a single plate junction detail (10) by welding (37) profiles (26).
  • Figure 31 is a cross section in partial elevation with detail of a ridge (53) with a tile finish (42) based on cover plates (21) protected with an insulating layer (40).
  • Figure 32 is a partial elevation cross section in detail of a ridge (53) with zinc finish using cover plates (21) protected with an insulating layer (40) and slate pieces (43).
  • Figure 33 is a perspective view of a plate (49) designed for joining double plates (10) as detailed in the following figure.
  • Figure 34 is a partial longitudinal section in elevation of the connection of a simple vertical plate (10), with another simple horizontal plate (10) with the aid of a plate (49).
  • Figure 35 is a perspective view of a plate (50) designed to allow the joining of two simple panels (10).
  • Figure 36 is a longitudinal elevation section of the joint detail of a simple vertical plate (10) with a simple horizontal plate (10) with the aid of a plate (50).
  • Figure 37 is a longitudinal elevation section of the junction of two plates (11) with the aid of a plate (50) and welding (37) in the fence profiles
  • Figure 38 is a longitudinal section in elevation of the junction of two plates (10) with the aid of a plate (50) and welding (37) in the fence profiles
  • Figure 39 is a partial longitudinal elevation section of a foundation well (54) constructed in accordance with the object of the invention.
  • Figure 40 is a longitudinal section in partial elevation of insulated shoes (55) constructed in accordance with the system object of the invention in which double plates (11) rests.
  • Figure 41 is a longitudinal elevation section of a surface foundation detail by means of insulated footings (55), on land filled by forging (56).
  • the recommended system is formed by the combination of the following elements:. Simple plates (10). . Double enclosure plates (11) with an inner plate (44) and an outer plate (57). . Forging plate 18.. Cover plate (21). . Support panels (22). . Eaves (24). .
  • the simple plates (10) is one of the objects of the invention, as can be seen in figure 1, it is formed by a structure of double meshes (16) filled with concrete with a fence at its ends sides with the corresponding "UPN" (26), all formwork inside a mold.
  • these single boards (10) have openings (25), they are reinforced around the perimeter by corresponding inmates (27), figure n ° I to joining the lath (16) to recercados with "UPN "(26) by means of connectors (15), as can be seen in the view (c) of figure 1.
  • the double enclosure plates (11) as can be seen in figure 2 show the same resistant structure as that described for simple plates (10), except that as can be seen in figure 2b, it is formed by two plates, an exterior (57) of 60 mm with an enclosure function and an interior (44) 80 mm thick with structural function, with an intermediate insulating layer (40).
  • an exterior (57) of 60 mm with an enclosure function 60 mm with an enclosure function and an interior (44) 80 mm thick with structural function, with an intermediate insulating layer (40).
  • the union of the double meshes (16) of the double closing plates (11) with the UPN (26) of approach can be seen in figure 3 and 4 in which the "UPN" (26) in their part horizontal, they receive the connectors (15) perpendicular to them and parallel to their wings.
  • the connectors being perpendicular to the base of (26), are perpendicular to their wings, as can be seen in Figure 4b. Since the plates object of the present system (10), (11), (18), (21) and (22) are difficult to transfer due to their weight, and to facilitate their handling, they have been provided therein, as it can be seen in figure 5, of hooks formed by round ones (30) as can be seen in figure 5 (a) and (c) welded to the wings of an "UPN" (26), having been provided in the horizontal part of (26) of a drill (31), so that the operator with his crane passes the hook of said apparatus through the drill (31), surrounding the round (30) and being able to move the double plate (11).
  • FIG. 5b Another alternative embodiment of hook is the one shown in figure 5b), in which the "UPN" (26) to which the round (30) has been welded to the wings thereof, and the connector (15) to a metal cover plate (32).
  • the floor slabs (18) that can be seen in figure 12 are composed of a double mesh (16) and view (b) and can be manipulated by hooks which, as can be seen in figure 13, they are formed by a round (28) in the form of a "U” that in turn extend into horizontal arms, which are welded to the double mesh (16), being pre-formed on the surface of the plates (18) of some holes (29 ), as can be seen in figure 12 (a) and (13), so that the hook of a conventional crane is placed below the round (28), and in this way it is possible to move said floor slabs (18) until they are placed in the right place.
  • the cover plates (21) as can be seen in figure 20 (a) and (b) have a structure formed by a double mesh (16) to which two rounded rounds (58) have been added as a system of reinforcement for the plate manipulation hooks (21), described and depicted in Figure No. 13.
  • the construction system using the single (10) double (11), forging (18) and cover (21) plates ) can be seen by combining them in the way shown in Figure 27 in which, by joining the "UPN" (26) approach, they are welded to the forehead as can be seen in detail 1 and 3 of view b) of figure 27, or by means of simple plates (19), (33), (34) and (35) welded to the "UPN" (26) at the appropriate points as It is shown in details 2, 4 and 5.
  • view (b) shows the same construction as in the view (a) but exploded in greater detail of the plate joining system (10) and (11), or testa with continuous welding flattened with cords (37), or with the help of the corresponding plates (33), (34) and (35) resting on a floor slab (18) and supported (10) to (18) by means of plates (33) .
  • the double cover plates with eaves (24) as can be seen in Figure 21 (b) rest on support panels (22), which configure the geometry of the cover and the inclination of the plates. deck (21) or eave (24).
  • roofs As shown in figures 25, 26, 31 and 32, in which a roof section can be seen with double plates (11), provided with the corresponding thermal insulator (40), so that the eave cover plate (24) rests on the double plate (11) and more specifically on the "UPN" (26) approach, interposing the corresponding filling of projected polyurethane (38) and, the mortar (39), placing an insulating plate (40) on top of the plate cover (24) and on it, a mortar plate (41) and finally the corresponding tiles (42).
  • the roof is constructed by the same system as described for figure 25 with the only change of the slate pieces (43) instead of the tiles (42).
  • FIG. 15 shows the union of a double plate (11) or a slab plate (18), by cutting the inner face (44) of (11), for the entrance to the plate (18).
  • the enclosure wall is formed on the basis of plates (11) by welding the corresponding "UPN" (26), and the floor slabs (18) are housed in the hole (45) delimited by the two inner faces ( 44) of said plates (11).
  • a floor (46) is formed, for example, by one or more floor slabs (18), as can be seen in figure 16, joined through the "UPN" (26) being deposited on the upper face of the plate of forged (18) a layer of mortar filling (62) for the passage of the facilities if necessary, and the pieces of the pavement (47) above the layer (42).
  • a layer of mortar filling (62) for the passage of the facilities if necessary, and the pieces of the pavement (47) above the layer (42).
  • you want to form double enclosure walls they are placed at regular distances of 150 cm, as shown in figure 18 rectangular plates (48) welded to the wings of the "UPN" (26) of the plates (11) by welding 4 cm on each side of the plate.
  • L-shaped plates (49) are used that are welded at one end to the base of the profile (26) and at the other end to one of the wings of "UPN" (26), as can be seen in figure n ° 19.
  • the joining of plates are simple (10) or double (11) at their ends, can be seen in figures n ° 28, 29 and 30, in which the welding of the profiles is used metallic or "UPN" (26), by means of simple flat welding with bead (37), both in the case of double mesh plates (16), as shown in figure 37 and in the case of plates simple mesh (14), see figure 38.
  • foundation wells (54) have been designed in which the double plates (11) or the like rest on a concrete slab (64) formed by a concrete shoe ( 55), resting in turn on cleaning concrete (61) on sturdy ground, see figures 39 and 40, the floor is constructed with a layer of mortar (59) and a pavement (47) on top.
  • a floor structure (56) is added as a reinforcement below the shoe (55), in order to increase the resistance of
  • the foundation supporting the construction based on the aforementioned plates (10, 11) the floor is constructed with a layer of mortar (59) and on top of a pavement (47).

Abstract

The invention relates to a construction system which is based on prefabricated plates and which is used to construct walls, floors and roofs. According to the invention, the prefabricated plates, which are made in moulds, combine a resistant peripheral structure comprising UPN channels, a double mesh and poured mass concrete. The inventive system can be used to produce floor slabs, roofing tiles, simple non-structural and load-bearing panels and dual closure panels comprising an intermediate heat insulating layer. In addition, the invention comprises connector elements which are welded to the inner periphery of the channels and can also comprise insulants.

Description

"UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS""A CONSTRUCTION SYSTEM BASED ON PREFABRICATED PLATES"
Más concretamente la invención se refiere a un sistema especialmente ideado para a partir de unas determinadas placas prefabricadas, totalmente novedosas, y con el auxilio de unos componentes concebidos para combinar las mismas, crear un nuevo sistema de construcción para todo tipo de edificios. Para ello y dentro de la misma tecnología del sistema preconizado se fabricarán placas de forjado, placas de cubierta, placas simples no estructurales y de carga, y placas de doble cerramiento con una capa intermedia de aislamiento térmico. Básicamente merced a este sistema se consigue trasladar la carga de trabajo, desde la obra a la fábrica, donde se confeccionan las placas y los componentes que más adelante se detallarán. Este sistema de placas estructurales es muy simplificado al hacer trabajar las placas como vigas de gran canto, de este modo la distribución de cargas, al llegar al nivel de cimentación se vuelve puntual, de esta forma se podrá adaptar la cimentación a las características del terreno. En el caso de que el terreno resistente sea superficial, la solución adaptada será la de zapatas aisladas, si el terreno resistente es semi-profundo se usarán pozos de cimentación, si el terreno resistente es profundo, se optará por los pilotes. El sistema en lo que es otro aspecto novedoso de la invención, no tiene necesariamente que adaptarse a unos estándares de placas, sino que las mismas pudiendo ser de cualquier medida continúan siendo del mismo sistema, al emplearse una combinación de armadura interior que forma una o más retículas con sus refuerzos perimetrales, según el canto de la placa, recercándose con perfiles metálicos encofrados dentro del panel, que permiten unirlos entre ellos a través de soldaduras de arco. Existen en el mercado y por tanto pueden considerarse como estado de la técnica sistemas de construcción tales como los descritos en la patente de invención española por "PROCEDIMIENTO PARA LA CONSTRUCCIÓN DE EDIFICIOS" n° 540.232, del mismo titular en el que se describen y reivindican unas piezas aplanadas que se moldean sobre el mismo pavimento, y en el que se colocan después a modo de paredes laterales de edificios y, que se obtienen mediante la colocación del adecuado entramado de varillas de armado y el vertido correspondiente de masa de hormigón, en el espacio definido sobre el indicado pavimento, por un marco constituido por un marco metálico constituido mediante unas reglas metálicas de dimensiones apropiadas, que se colocan sobre el mismo y, se fijan sobre el mismo de forma desmontable, quedando tales piezas apoyadas horizontalmente sobre el pavimento hasta su total fraguado. También en la patente de invención española n° 9902834 adicional de la anterior, se reivindican unas mejoras mediante las cuales el movimiento y traslación de las piezas aplanadas queda asegurado mediante la situación en cada pieza de cuatro puntos de anclaje, dos en la esquina superior y dos en los en los marcos laterales de la base, con la inclusión en los extremos de dichos marcos de unas pletinas, a las cuales se les ha soldado un gancho, pudiendo estar soldado el mismo a la pletina o a la estructura resistente de la placa. Las piezas fabricadas por lo que es el objeto del presente sistema, adoptan tal y como se ha descrito anteriormente cualquier tipo de configuración, con espesores de 8, 10 .m y similares, en su interior, en las piezas simples se encuentra una estructura formada por unos dobles mallazos de 15 x 30 m.m de diámetro, y unos conectores en forma de "U" que unen dichos mallazos por sus extremos laterales y horizontales, con unos perfiles estructurales a modo de recercado, en sus extremos laterales y horizontales proveyéndose en los mismos y a distancias regulares de los correspondientes ganchos para la manipulación de las placas, solidarizándose los perfiles con el mallazo con dichos conectores mediante una soldadura continua aplanada con cordón. En el caso de que las placas anteriores presenten aberturas para puertas ventanas y similares, vienen reforzadas por unos reos en los perímetros de las aberturas, formando un marco resistente a las mismas. Las piezas que se emplean para cerramiento, estarán formadas por una placa interior estructural, en la parte intermedia una cámara de aislamiento y en la parte exterior una placa de menor grosor que la interior con función de cerramiento. La estructura interior de la placa interior es la misma al igual que las aberturas, que la definida para las placas simples, al igual que la placa de cerramiento variando solo el espesor que en la placa interior es de 80 m.m mientras que en la de cerramiento es de 60 m.m. La colocación de la placa doble se realiza al igual que las simples mediante los oportunos ganchos. Otros detalles y características se irán poniendo de manifiesto en el transcurso de la descripción que a continuación se da en los que se hace referencia a los dibujos que a esta memoria se acompañan en los que de una forma esquemática se representan los detallen preferidos. Estos detalles se citan a titulo de ejemplo enunciativo pero no limitativo de la invención. Sigue a continuación una relación de los principales elementos que interviene en la invención y que se encuentran en los planos; (10) placa simple, (11) placa doble de cerramiento, (12) perfil de recercado, (13) conector, (14) mallazo simple, (15) conector, (16) mallazo doble, (17) recubrimiento de piedra u obra, (18) placa de forjado, (19) pletinas, (20) cerramiento formado por placas dobles (11) , (21) placas de cubierta, (22) paneles de apoyo, (23) gancho, (24) alero, (25) aberturas, (26)More specifically, the invention relates to a system specially designed for starting from certain prefabricated plates, totally novel, and with the help of components designed to combine them, create a new construction system for all types of buildings. For this and within the same technology of the recommended system, floor slabs, cover plates, simple non-structural and load plates, and double enclosure plates with an intermediate layer of thermal insulation will be manufactured. Basically, thanks to this system, the workload can be transferred, from the construction site to the factory, where the plates and components that will be detailed below are made. This system of structural plates is very simplified by working the plates as beams of great edge, in this way the distribution of loads, when reaching the foundation level it becomes punctual, in this way the foundation can be adapted to the characteristics of the terrain . In the case that the resistant terrain is superficial, the adapted solution will be that of isolated footings, if the resistant terrain is semi-deep, foundation pits will be used, if the resistant terrain is deep, the piles will be chosen. The system in what is another novel aspect of the invention, does not necessarily have to adapt to plate standards, but they can be of any size continue to be of the same system, when using a combination of inner armor that forms one or more more reticles with their perimetral reinforcements, according to the edge of the plate, reclosing themselves with formwork metal profiles inside the panel, which allow them to be joined together by means of arc welding. There are on the market and therefore can be considered as state of the art construction systems such as those described in the Spanish invention patent by "PROCEDURE FOR CONSTRUCTION OF BUILDINGS" No. 540.232, of the same owner in which they are described and claimed flattened pieces that are molded on the same pavement, and in which they are then placed as side walls of buildings and, which are obtained by placing the appropriate framework of reinforcement rods and the corresponding pouring of concrete mass, into the space defined on the said pavement, by a frame constituted by a metal frame constituted by means of metal rules of appropriate dimensions, which are placed on it and, are fixed on it in a detachable way, being such pieces resting horizontally on the pavement until its total setting. Also in the Spanish invention patent No. 9902834 additional to the previous one, improvements are claimed by means of which the movement and translation of the flattened pieces is ensured by the situation in each piece of four anchor points, two in the upper corner and two in those in the side frames of the base, with the inclusion at the ends of said frames of some plates, to which a hook has been welded, the same can be welded to the plate or to the resistant structure of the plate. The pieces manufactured for what is the object of the present system, adopt as described previously any type of configuration, with thicknesses of 8, 10 and similar, inside, in the simple pieces there is a structure formed by double meshes of 15 x 30 mm in diameter, and "U" shaped connectors that join said meshes by their lateral and horizontal ends, with structural profiles as a fence, at their ends lateral and horizontal, provided on them and at regular distances of the corresponding hooks for the manipulation of the plates, the profiles being joined with the mesh with said connectors by means of a continuous welding with flat bead. In the event that the previous plates have openings for window doors and the like, they are reinforced by inmates on the perimeters of the openings, forming a frame resistant to them. The pieces that are used for enclosure, will be formed by a structural inner plate, in the intermediate part an insulation chamber and in the outer part a plate of smaller thickness than the interior with function of enclosure. The inner structure of the inner plate is the same as the openings, as defined for simple plates, just like the enclosure plate varying only the thickness of the inner plate is 80 mm while in the enclosure It is 60 mm The placement of the double plate is done just like the simple ones by means of the appropriate hooks. Other details and features will be revealed in the course of the description given below in which reference is made to the accompanying drawings in which the preferred details are schematically represented. These details are cited by way of example but not limited to the invention. Following is a list of the main elements involved in the invention and found in the drawings; (10) single plate, (11) double enclosure plate, (12) fence profile, (13) connector, (14) single mesh, (15) connector, (16) double mesh, (17) stone coating or work, (18) forging plate, (19) plates, (20) enclosure consisting of double plates (11), (21) cover plates, (22) panels support, (23) hook, (24) eave, (25) openings, (26)
"ÜPN", (27) reos, (28) redondo, (29) taladros, (30) redondo, (31) taladro, (32) chapa, (33), 34, 35 y 36) pletina, (37) cordones, (38) relleno de poliuretano, (39) mortero, (40) aislante, (41) capa mortero, (42) tejas, (43) piezas de pizarra, (44) placa interior, (45) hueco, (46) suelo, (47) pavimento, (48) pletina, (49) pletina, (50) conector, (51) redondo de refuerzo, (52) cara exterior, (53) cumbrera, (54) pozo de cimentación, (55) zapatas, (56) forjado, (57) placa exterior, (58) redondos coarrugados, (59) capa de mortero, (60) tela asfáltica, (61) hormigón de limpieza, (62) mortero de relleno, (63) plancha de poliuretano expandido, (64) losa de hormigón. La figura n° 1 (a) es una vista en alzado, (b) es una sección longitudinal, (c) es una sección transversal de una placa simple (10), fabricada según el sistema de la presente invención. La figura n° 2 (a) , es una vista en alzado, (b) una sección transversal de una placa doble de cerramiento (11), (c y d) unas secciones transversales, fabricada según el sistema de la presente invención. La figura n° 3 es una perspectiva de un perfil (12) utilizado para el recercado de la placa doble de cerramiento (11) . La figura n° 4 (a) es un detalle de un conector (15) para la unión de un perfil (26) a un mallazo (14) no presente en la figura, (b) de un conector (15) a un mallazo doble (16) y perfil (26) . La figura n° 5 es un detalle de una disposición en un perfil de recercado (12), para el traslado y montaje de una placa de doble cerramiento (11) , (a) sección longitudinal, (b) en sección transversal, (c) en una vista en planta. La figura n° 6 es un detalle del encuentro de dos muros de placa doble (11) formando esquina exterior. La figura n° 7 es un detalle del encuentro de dos muros de doble placa (11) , con recubrimiento de piedra u obra (17) formando una esquina interior. La figura n° 8 es otro detalle del encuentro de dos muros de doble placa (11) formando una esquina interior. La figura n° 9 es un detalle alternativo del encuentro de dos muros de doble placa (11) formando esquina interior, con una capa exterior de piedra u obra. La figura n° 10 es un detalle del encuentro entre dos muros formados por una placa de hormigón simple (10) a) con un recubrimiento interior de piedra y obra (17), (b) con un recubrimiento exterior (17) de piedra u obra. La figura n° 11 es un detalle del encuentro de una placa de forjado (18) con una placa doble (11) exterior, sobre de la placa (18) se dispone un suelo o pavimento (47). La figura n° 12 es una placa de forjado (a) vista en planta (b) , en sección longitudinal (c) en sección transversal. La figura n° 13 es un detalle para disposición de un gancho (28) con taladros (29) en una placa de forjado (18). La figura n° 14 es un detalle de unas pletinas (19) para soldaduras en encuentros perpendiculares entre placas (10) y (11), con sus conectores (50) soldados a (19), (a) de perfil (b) en planta superior, (c) en alzado, (d) en perspectiva. La figura n° 15 es una perspectiva con un detalle del encuentro de unas placas de forjado (18) con su pavimento (47) y unas placas de cerramiento verticales dobles (11), unidos mediante la soldadura de perfiles (26) . La figura n° 16 es una sección longitudinal parcial del detalle de la unión de unas placas de forjado (18) con el auxilio de unos perfiles (26) . La figura n° 17 es una sección transversal en alzado del encuentro entre unas placas verticales dobles (11) con una placa de forjado (18) con su pavimento (47). La figura n° 18 es una perspectiva de la construcción de un cerramiento (20) a base de dos placas dobles (11), a la misma altura con el auxilio de pletinas (48) . La figura n° 19 es una perspectiva de la construcción de un cerramiento (21) a base de dos placas dobles (11) a distinta altura, mediante pletinas (49) . La figura n° 20 es una vista (a) en planta de una placa de cubierta (21) , (b) una sección longitudinal, (c) una sección transversal. La figura n° 21 son unas perspectivas ilustrativas (a) de colocación de unas placas de cubierta con alero (24) formando una cubierta vista, y (b) descansando sobre unas placas de cerramiento (11) con el auxilio de unos paneles de apoyo (22) . La figura n° 22 son unas perspectivas de detalle de unión de placas de cubierta con alero (24), (a) es una vista de la unión de dos placas de cubierta con alero (24), con el auxilio de perfiles (26), (b) es una vista de unos paneles de apoyo (22) para las placas de cubierta con alero (24) . La figura n° 23 es una sección transversal en alzado parcial de una placa de cubierta (21) con detalle del gancho (23) para su traslado solidarizado a un mallazo doble (16) . La figura n° 24 es una sección transversal en alzado de una pieza de alero de cubierta (24). La figura n° 25 es una sección transversal en alzado parcial de una cubierta de teja árabe (42) a base de placas de cubierta (24) con encuentro con placas dobles de cerramiento (11) . La figura n° 26 es una sección transversal en alzado parcial de una cubierta con piezas de pizarra (43) con encuentro de placas dobles de cerramiento (11) . La figura n° 27 es una perspectiva en la que se muestra (a) la forma de unión de placas simples (10) o dobles (11) entre ellas, (b) entre ellas (10) y una placa de forjado (18) a base de pletinas (33, 34 y 35) . La figura n° 28 es un detalle de unión de paneles de todo tipo simples o dobles a testa (10,11) por los extremos mediante la soldadura (37) de perfiles (26) . La figura n° 29 es una sección transversal en alzado parcial de un detalle de unión de placas dobles (11) con soldadura (37) de los perfiles (26). La figura n° 30 es una sección transversal en alzado, parcial de un detalle de unión de placas simples (10) mediante soldadura (37) de perfiles (26) . La figura n° 31 es una sección transversal en alzado parcial con detalle de una cumbrera (53) con acabado de teja (42) a base de placas de cubierta (21) protegidas con una capa aislante (40) . La figura n° 32 es una sección transversal en alzado parcial con detalle de una cumbrera (53) con acabado de zinc utilizando placas de cubierta (21) protegidas con una capa aislante (40) y piezas de pizarra (43) . La figura n° 33 es una perspectiva de una pletina (49) diseñada para la unión de placas dobles (10) tal y como se detalla en la figura siguiente. La figura n° 34 es una sección longitudinal parcial en alzado de la unión de una placa vertical simple (10) , con otra placa simple (10) horizontal con el auxilio de una pletina (49) . La figura n° 35 es una perspectiva de una pletina (50) diseñada para permitir la unión de dos paneles simples (10) . La figura n° 36 es una sección longitudinal en alzado del detalle de unión de una placa simple (10) vertical con una placa simple (10) horizontal con el auxilio de una pletina (50) . La figura n° 37 es una sección longitudinal en alzado de la unión de dos placas (11) con el auxilio de una pletina (50) y soldadura (37) en los perfiles de recercado"ÜPN", (27) inmates, (28) round, (29) drills, (30) round, (31) drill, (32) sheet metal, (33), 34, 35 and 36) plate, (37) laces , (38) polyurethane filling, (39) mortar, (40) insulating, (41) mortar layer, (42) tiles, (43) slate pieces, (44) inner plate, (45) hollow, (46) ground, (47) pavement, (48) deck, (49) deck, (50) connector, (51) round reinforcement, (52) outer face, (53) ridge, (54) foundation pit, (55) shoes, (56) forged, (57) outer plate, (58) round coarrugados, (59) mortar layer, (60) asphalt cloth, (61) cleaning concrete, (62) filler mortar, (63) iron of expanded polyurethane, (64) concrete slab. Figure 1 (a) is an elevation view, (b) is a longitudinal section, (c) is a cross section of a simple plate (10), manufactured according to the system of the present invention. Figure 2 (a) is an elevation view, (b) a cross section of a double enclosure plate (11), (c and d) cross sections, manufactured according to the system of the present invention. Figure 3 is a perspective view of a profile (12) used for re-enclosing the double enclosure plate (11). Figure 4 (a) is a detail of a connector (15) for joining a profile (26) to a mesh (14) not present in the figure, (b) of a connector (15) to a mesh double (16) and profile (26). Figure 5 is a detail of an arrangement in a fence profile (12), for the transfer and assembly of a double enclosure plate (11), (a) longitudinal section, (b) in cross section, (c ) in a plan view. Figure 6 is a detail of the encounter of two double plate walls (11) forming an outer corner. Figure 7 is a detail of the encounter of two double plate walls (11), with stone or work covering (17) forming an inner corner. Figure 8 is another detail of the encounter of two double plate walls (11) forming an inner corner. Figure 9 is an alternative detail of the encounter of two double plate walls (11) forming an inner corner, with an outer layer of stone or work. Figure 10 is a detail of the encounter between two walls formed by a simple concrete plate (10) a) with an inner stone and work covering (17), (b) with an outer covering (17) of stone or work. Figure 11 is a detail of the encounter of a floor slab (18) with an external double plate (11), a floor or pavement (47) is arranged on top of the plate (18). Figure 12 is a floor slab (a) seen in plan (b), in longitudinal section (c) in cross section. Figure 13 is a detail for arrangement of a hook (28) with holes (29) on a floor slab (18). Figure n ° 14 is a detail of plates (19) for welding in perpendicular encounters between plates (10) and (11), with their connectors (50) welded to (19), (a) in profile (b) in upper floor, (c) in elevation, (d) in perspective. Figure 15 is a perspective with a detail of the meeting of slabs (18) with its pavement (47) and double vertical enclosure plates (11), joined by welding profiles (26). Figure 16 is a partial longitudinal section of the detail of the connection of floor slabs (18) with the help of profiles (26). Figure 17 is a cross section in elevation of the encounter between double vertical plates (11) with a floor slab (18) with its pavement (47). Figure 18 is a perspective of the construction of an enclosure (20) based on two double plates (11), at the same height with the aid of plates (48). Figure 19 is a perspective of the construction of an enclosure (21) based on two double plates (11) at different height, by means of plates (49). Figure 20 is a plan view (a) of a cover plate (21), (b) a longitudinal section, (c) a cross section. Figure 21 is an illustrative perspective (a) of placing cover plates with eave (24) forming a cover view, and (b) resting on closing plates (11) with the help of support panels (22). Figure 22 is a detail perspective of joining roof plates with eave (24), (a) is a view of the connection of two roof plates with eave (24), with the help of profiles (26) , (b) is a view of support panels (22) for the eave cover plates (24). Figure 23 is a partial elevation cross-section of a cover plate (21) with hook detail (23) for its solidarity transfer to a double mesh (16). Figure 24 is a cross-sectional elevation of a cover eave piece (24). Figure 25 is a partial elevation cross section of an Arab tile roof (42) based on cover plates (24) with encounter with double enclosure plates (11). Figure 26 is a partial elevation cross-section of a roof with slate pieces (43) with a double enclosure plate encounter (11). Figure 27 is a perspective in which (a) the way of joining single (10) or double plates (11) between them, (b) between them (10) and a slab plate (18) is shown based on plates (33, 34 and 35). Figure 28 is a detail of joining panels of all types single or double to testa (10,11) by the ends by welding (37) profiles (26). Figure 29 is a partial elevation cross-section of a double plate junction detail (11) with welding (37) of the profiles (26). Figure 30 is a partial cross-sectional elevation of a single plate junction detail (10) by welding (37) profiles (26). Figure 31 is a cross section in partial elevation with detail of a ridge (53) with a tile finish (42) based on cover plates (21) protected with an insulating layer (40). Figure 32 is a partial elevation cross section in detail of a ridge (53) with zinc finish using cover plates (21) protected with an insulating layer (40) and slate pieces (43). Figure 33 is a perspective view of a plate (49) designed for joining double plates (10) as detailed in the following figure. Figure 34 is a partial longitudinal section in elevation of the connection of a simple vertical plate (10), with another simple horizontal plate (10) with the aid of a plate (49). Figure 35 is a perspective view of a plate (50) designed to allow the joining of two simple panels (10). Figure 36 is a longitudinal elevation section of the joint detail of a simple vertical plate (10) with a simple horizontal plate (10) with the aid of a plate (50). Figure 37 is a longitudinal elevation section of the junction of two plates (11) with the aid of a plate (50) and welding (37) in the fence profiles
(26) . La figura n° 38 es una sección longitudinal en alzado de la unión de dos placas (10) con el auxilio de una pletina (50) y soldadura (37) en los perfiles de recercado(26). Figure 38 is a longitudinal section in elevation of the junction of two plates (10) with the aid of a plate (50) and welding (37) in the fence profiles
(26). La figura n° 39 es una sección longitudinal parcial en alzado de un pozo de cimentación (54) construido de acuerdo con el objeto de la invención. La figura n° 40 es una sección longitudinal en alzado parcial de unas zapatas aisladas (55) construidas de acuerdo con el sistema objeto de la invención en las que descansa unas placas dobles (11) . La figura n° 41 es una sección longitudinal en alzado de un detalle de cimentación superficial mediante zapatas aisladas (55), en terrenos de relleno mediante forjado (56). En una de las realizaciones preferidas de lo que es el objeto de la presente solicitud de patente de invención, el sistema preconizado está formado por la combinación de los siguientes elementos: . Placas simples (10) . . Placas dobles de cerramiento (11) con una placa interior (44) y otra exterior (57) . . Placa de forjado 18. . Placa de cubierta (21) . . Paneles de apoyo (22) . . Aleros (24) . . Pletinas (33, 34, 35, 36, 48 y 49) . Las placas simples (10) es uno de los objetos de la invención tal y como puede verse en la figura n° 1, está formado por una estructura de dobles mallazos (16) rellenos de hormigón con un recercado en sus extremos laterales con los correspondientes "UPN" (26) , todo ello encofrado dentro de un molde. En el caso en que dichas placas simples (10) presenten aberturas (25) , las mismas se ven reforzadas en su perímetro por los correspondientes reos (27), figura n° Ia uniéndose los mallazos (16) a los recercados con "UPN" (26) mediante conectores (15) , tal y como puede verse en la vista (c) de la figura n° 1. Las placas dobles (11) de cerramiento tal y como puede verse en la figura n° 2, presentan la misma estructura resistente que la descrita para las placas simples (10), salvo que tal y como puede verse en la figura n° 2b, la misma está formada por dos placas una exterior (57) de 60 m.m con función de cerramiento y una interior (44) de 80 m.m de grosor con función estructural, con una capa aislante (40) intermedia. Para reforzar las aberturas (25) tal y como puede verse en la figura n° 20, se sigue el mismo procedimiento que el descrito para la placas (10) . La unión de los mallazos dobles (16) de las placas dobles (11) de cerramiento con las UPN (26) de recercado, puede verse en la figura n° 3 y 4 en la que los "UPN" (26) en su parte horizontal, reciben los conectores (15) perpendiculares a ellos y paralelos a sus alas. En el caso en que la placa sea doble (11) los conectores siendo perpendiculares a la base de (26) , son perpendiculares a sus alas, tal y como puede verse en la figura n° 4b. Dado que las placas objeto del presente sistema (10), (11), (18), (21) y (22) son difíciles de trasladar por su peso, y para facilitar su manejo se ha previsto en las mismas, tal y como puede verse en la figura n° 5, de unos ganchos formados por unos redondos (30) tal y como puede verse en la figura n° 5 (a) y (c) soldados a las alas de una "UPN" (26) , habiéndose previsto en la parte horizontal de (26) de un taladro (31) , de manera que el operario con su grúa hace pasar el gancho de dicho aparato por el taladro (31), rodeando el redondo (30) y, quedando en situación de mover la placa doble (11) . Otra realización alternativa de gancho es la que se muestra en la figura n° 5 b), en la que puede verse la "UPN" (26) a la cual se le ha soldado el redondo (30) a las alas del mismo, y el conector (15) a una chapa metálica de cobertura (32) . Las placas de forjado (18) que pueden verse en la figura n° 12 están compuestas por un mallazo doble (16) y vista (b) y pueden manipularse mediante ganchos los cuales, tal y como pueden verse en la figura n° 13, están formados por un redondo (28) en forma de "U" que a su vez se prolongan en unos brazos horizontales, los cuales se sueldan al mallazo doble (16) preveyéndose en la superficie de las placas (18) de unos taladros (29), tal y como puede verse en la figura n° 12 (a) y (13), de manera que el gancho de una convencional grúa se coloca por debajo del redondo (28) , y de esta forma es posible el traslado de dichas placas de forjado (18) hasta situarlas en el punto adecuado. Las placas de cubierta (21) tal y como puede verse en la figura n° 20 (a) y (b) presentan una estructura formada por un doble mallazo (16) al que se ha añadido dos redondos cuarrugados (58) como sistema de refuerzo para los ganchos de manipulación de la placa (21), descritos y representados éstos en la figura n° 13. El sistema de construcción utilizando las placas simples (10) dobles (11), de forjado (18) y de cubierta (21) pueden verse al combinarse las mismas de la forma que se muestra en la figura n° 27 en la que mediante la unión de los "UPN" (26) de recercado, se sueldan a testa tal y como puede verse en el detalle 1 y 3 de la vista b) de la figura n° 27, o bien mediante unas simples pletinas (19), (33), (34) y (35) soldadas a las "UPN" (26) en los puntos adecuados tal y como se muestra en los detalles 2, 4 y 5. En la misma figura n° 27, vista (b) se ve la misma construcción que en la vista (a) pero explosionada con mayor detalle del sistema de unión de placas (10) y (11) , o bien a testa con soldadura continua aplanada con cordones (37), o bien con el auxilio de las correspondientes pletinas (33), (34) y (35) descansando sobre una placa de forjado (18) y solidarizadas (10) a (18) mediante pletinas (33) . Las placas dobles de cubierta con aleros (24) tal y como puede verse en la figura n° 21 (b) se apoyan sobre unos paneles de apoyo (22) , los cuales configuran la geometría de la cubierta y la inclinación de las placas de cubierta (21) o de alero (24) . Tal como puede verse en la vista (a) , dos placas de cubierta (21) quedan unidas a testa mediante la soldadura de los "UPN" (26) de recercado mediante pletinas (36) , colocadas a distancias regulares, a su vez, las placas (21) descansan en los paneles (22), y éstos sobre la parte superior de las "UPN" de recercado (26) situadas en las placas (11) . En el caso de que la cubierta de un edificio esté formada por varias placas de cubierta con alero (24), las mismas, tal y como puede verse en la figura n° 22 vista (a) , se unen mediante soldadura continua aplanada con cordones horizontales (37) de 4 cm en los perfiles de recercado (26) . Con el mismo procedimiento es posible la construcción de todo tipo de cubiertas , tal y como se muestra en las figuras n° 25, 26, 31 y 32, en las que puede verse una sección de cubierta con encuentro con placas dobles (11) , provistas del correspondiente aislante térmico (40), de manera que, la placa de cubierta con alero (24) se apoya en la placa doble (11) y más concretamente sobre las "UPN" (26) de recercado, interponiendo el correspondiente relleno de poliuretano proyectado (38) y, el mortero (39), colocándose una placa de aislante (40) encima de la placa de cubierta (24) y sobre la misma, una placa de mortero (41) y finalmente las correspondientes tejas (42) . En otra realización análoga a la anterior tal y como puede verse en la figura n° 26 la cubierta se construye por el mismo sistema que el descrito para la figura n° 25 con el único cambio de las piezas de pizarra (43) en vez de las tejas (42) . La formación de suelos en construcciones de pisos se realiza mediante la unión de placas de forjado (18) con placas dobles (11) tal y como puede verse en las figuras n° 15, 16 y 17. En la figura n° 15, se muestra la unión de una placa doble (11) o una placa de forjado (18), mediante el corte de la cara interior (44) de (11), para la entrada a testa de la placa (18). La pared de cerramiento se forma a base de placas (11) soldando a testa las "UPN" (26) de recercado correspondientes, y las placas de forjado (18) quedan alojadas en el hueco (45) delimitado por las dos caras interiores (44) de dichas placas (11) . Un suelo (46) está formado por ejemplo por una o más placas de forjado (18) tal y como puede verse en la figura n° 16, unidas a través de las "UPN" (26) depositándose en la cara superior de la placa de forjado (18) una capa de mortero de relleno (62) para el paso de las instalaciones si es necesario, y las piezas del pavimento (47) encima de la capa (42) . En el caso de que se quiera formar paredes de cerramiento dobles, se colocan a distancias regulares de 150 cm, tal y como se muestran en la figura n° 18 pletinas rectangulares (48) soldadas a las alas de las "UPN" (26) de las placas (11) por soldadura de 4 cm por cada lado de la pletina. En el caso de que el muro de cerramiento esté formado por dos placas (10) u (11) a distinta altura, se utilizan unas pletinas en forma de L (49) que quedan soldadas por un extremo a la base del perfil (26) y por el otro extremo a una de las alas de "UPN" (26) , tal y como puede verse en la figura n° 19. La unión de placas sean simples (10) o dobles (11) por sus extremos, puede verse en las figuras n° 28, 29 y 30, en las que se utiliza la soldadura de los perfiles metálicos o "UPN" (26) , mediante soldadura simple aplanada con cordón (37) , tanto si se trata de placas de doble mallazo (16), tal y como se muestran en la figura n° 37 como si se trata de placas de simple mallazo (14) , véase figura n° 38. La unión de placas simples o dobles (10, 11) por sus extremos se puede realizar, tal y como puede verse en las figuras n° 35 y 36, con el auxilio de unas pletinas (49), tal y como se muestra en la figura n° 35 (a) , incorporadas mediante conectores (50) al mallazo (14 ó 16) de la figura n° 34 y 36, añadiendo un redondo de refuerzo (51) y soldando el cuerpo de la pletina (49) al perfil (26) . Otro aspecto de la invención es la unión de paneles simples o dobles (10) y (11) por su extremos mediante soldadura de los perfiles metálicos (26) inferiores de recercado, con pletina (50) al forjado (18) tal y como puede verse en las figuras n° 37 y (38) . Los encuentros de dos placas dobles (11) formando esquina exterior se realiza según puede verse en las figuras n° 6, 7, 8, 9 y 10 (a) y (b) , mediante la unión a testa de dichas placas (11) y colocando en algunos casos un relleno de poliuretano proyectado (38) recortando la cara interior (44) de las placas dobles (11), (véase figura n° 6) . El encuentro de una placa doble (11) con una placa simple (10) véase figura n° 7, y el recubrimiento de ésta última (10) mediante una capa exterior de piedra (17), se efectúa incorporando un poliuretano proyectado (38) entre (10) y (17), recortando la cara interior (44) y soldando la cara exterior (52) mediante la "UPN" (26) correspondiente a la "UPN" (26) de la placa (10) . Para completar el sistema preconizado y para la sustentación y afianzamiento de las placas (10, 11) , se han diseñado unos pozos de cimentación (54) en los que las placas dobles (11) o similares, descansan sobre una losa (64) de hormigón formado por una zapata de hormigón (55), descansando a su vez sobre hormigón de limpieza (61) en terreno resistente, véase figuras n° 39 y 40, el suelo se construye con una capa de mortero (59) y encima un pavimento (47) . En el caso de terrenos de relleno o similares en las piezas de cimentación, véase figura n° 41 se añade una estructura de forjado (56) a modo de refuerzo por debajo de la zapata (55) , con el fin de aumentar la resistencia de la cimentación soportando la construcción a base de las citadas placas (10, 11), el suelo se construye con una capa de mortero (59) y encima un pavimento (47) . Descrito suficientemente la presente invención en correspondencia con los planos anexos, fácil es comprender que podrán introducirse en la misma cualesquiera modificaciones de detalle que se estima conveniente, siempre y cuando no se introduzcan en la misma modificaciones que alteren la esencia de la invención que queda resumida en la siguientes reivindicaciones: (26). Figure 39 is a partial longitudinal elevation section of a foundation well (54) constructed in accordance with the object of the invention. Figure 40 is a longitudinal section in partial elevation of insulated shoes (55) constructed in accordance with the system object of the invention in which double plates (11) rests. Figure 41 is a longitudinal elevation section of a surface foundation detail by means of insulated footings (55), on land filled by forging (56). In one of the preferred embodiments of what is the subject of the present invention patent application, the recommended system is formed by the combination of the following elements:. Simple plates (10). . Double enclosure plates (11) with an inner plate (44) and an outer plate (57). . Forging plate 18.. Cover plate (21). . Support panels (22). . Eaves (24). . Plates (33, 34, 35, 36, 48 and 49). The simple plates (10) is one of the objects of the invention, as can be seen in figure 1, it is formed by a structure of double meshes (16) filled with concrete with a fence at its ends sides with the corresponding "UPN" (26), all formwork inside a mold. In case you these single boards (10) have openings (25), they are reinforced around the perimeter by corresponding inmates (27), figure n ° I to joining the lath (16) to recercados with "UPN "(26) by means of connectors (15), as can be seen in the view (c) of figure 1. The double enclosure plates (11) as can be seen in figure 2, show the same resistant structure as that described for simple plates (10), except that as can be seen in figure 2b, it is formed by two plates, an exterior (57) of 60 mm with an enclosure function and an interior (44) 80 mm thick with structural function, with an intermediate insulating layer (40). To reinforce the openings (25) as can be seen in figure 20, the same procedure as described for the plates (10) is followed. The union of the double meshes (16) of the double closing plates (11) with the UPN (26) of approach, can be seen in figure 3 and 4 in which the "UPN" (26) in their part horizontal, they receive the connectors (15) perpendicular to them and parallel to their wings. In the case where the plate is double (11) the connectors being perpendicular to the base of (26), are perpendicular to their wings, as can be seen in Figure 4b. Since the plates object of the present system (10), (11), (18), (21) and (22) are difficult to transfer due to their weight, and to facilitate their handling, they have been provided therein, as it can be seen in figure 5, of hooks formed by round ones (30) as can be seen in figure 5 (a) and (c) welded to the wings of an "UPN" (26), having been provided in the horizontal part of (26) of a drill (31), so that the operator with his crane passes the hook of said apparatus through the drill (31), surrounding the round (30) and being able to move the double plate (11). Another alternative embodiment of hook is the one shown in figure 5b), in which the "UPN" (26) to which the round (30) has been welded to the wings thereof, and the connector (15) to a metal cover plate (32). The floor slabs (18) that can be seen in figure 12 are composed of a double mesh (16) and view (b) and can be manipulated by hooks which, as can be seen in figure 13, they are formed by a round (28) in the form of a "U" that in turn extend into horizontal arms, which are welded to the double mesh (16), being pre-formed on the surface of the plates (18) of some holes (29 ), as can be seen in figure 12 (a) and (13), so that the hook of a conventional crane is placed below the round (28), and in this way it is possible to move said floor slabs (18) until they are placed in the right place. The cover plates (21) as can be seen in figure 20 (a) and (b) have a structure formed by a double mesh (16) to which two rounded rounds (58) have been added as a system of reinforcement for the plate manipulation hooks (21), described and depicted in Figure No. 13. The construction system using the single (10) double (11), forging (18) and cover (21) plates ) can be seen by combining them in the way shown in Figure 27 in which, by joining the "UPN" (26) approach, they are welded to the forehead as can be seen in detail 1 and 3 of view b) of figure 27, or by means of simple plates (19), (33), (34) and (35) welded to the "UPN" (26) at the appropriate points as It is shown in details 2, 4 and 5. In the same figure n ° 27, view (b) shows the same construction as in the view (a) but exploded in greater detail of the plate joining system (10) and (11), or testa with continuous welding flattened with cords (37), or with the help of the corresponding plates (33), (34) and (35) resting on a floor slab (18) and supported (10) to (18) by means of plates (33) . The double cover plates with eaves (24) as can be seen in Figure 21 (b) rest on support panels (22), which configure the geometry of the cover and the inclination of the plates. deck (21) or eave (24). As can be seen in the view (a), two cover plates (21) are attached to the head by welding the "UPN" (26) approach by means of plates (36), placed at regular distances, in turn, the plates (21) rest on the panels (22), and these on the top of the "UPN" approach (26) located on the plates (11). In the event that the roof of a building is formed by several roof plates with eave (24), the same, as can be seen in figure 22 seen (a), are joined by continuous welding flattened with cords horizontal (37) of 4 cm in the approach profiles (26). With the same procedure it is possible to build all types of roofs, as shown in figures 25, 26, 31 and 32, in which a roof section can be seen with double plates (11), provided with the corresponding thermal insulator (40), so that the eave cover plate (24) rests on the double plate (11) and more specifically on the "UPN" (26) approach, interposing the corresponding filling of projected polyurethane (38) and, the mortar (39), placing an insulating plate (40) on top of the plate cover (24) and on it, a mortar plate (41) and finally the corresponding tiles (42). In another embodiment analogous to the previous one, as can be seen in figure 26, the roof is constructed by the same system as described for figure 25 with the only change of the slate pieces (43) instead of the tiles (42). The formation of floors in floor constructions is carried out by joining floor slabs (18) with double plates (11) as can be seen in Figures 15, 16 and 17. In Figure 15, shows the union of a double plate (11) or a slab plate (18), by cutting the inner face (44) of (11), for the entrance to the plate (18). The enclosure wall is formed on the basis of plates (11) by welding the corresponding "UPN" (26), and the floor slabs (18) are housed in the hole (45) delimited by the two inner faces ( 44) of said plates (11). A floor (46) is formed, for example, by one or more floor slabs (18), as can be seen in figure 16, joined through the "UPN" (26) being deposited on the upper face of the plate of forged (18) a layer of mortar filling (62) for the passage of the facilities if necessary, and the pieces of the pavement (47) above the layer (42). In case you want to form double enclosure walls, they are placed at regular distances of 150 cm, as shown in figure 18 rectangular plates (48) welded to the wings of the "UPN" (26) of the plates (11) by welding 4 cm on each side of the plate. In the event that the enclosure wall is formed by two plates (10) or (11) at different height, L-shaped plates (49) are used that are welded at one end to the base of the profile (26) and at the other end to one of the wings of "UPN" (26), as can be seen in figure n ° 19. The joining of plates are simple (10) or double (11) at their ends, can be seen in figures n ° 28, 29 and 30, in which the welding of the profiles is used metallic or "UPN" (26), by means of simple flat welding with bead (37), both in the case of double mesh plates (16), as shown in figure 37 and in the case of plates simple mesh (14), see figure 38. The joining of single or double plates (10, 11) at their ends can be carried out, as can be seen in figures 35 and 36, with the help of plates (49), as shown in figure 35 (a), incorporated by connectors (50) to the mesh (14 or 16) of figure 34 and 36, adding a reinforcement round (51) and welding the plate body (49) to the profile (26). Another aspect of the invention is the joining of single or double panels (10) and (11) at their ends by welding the lower metal profiles (26) of fencing, with plate (50) to the slab (18) as it can see figures 37 and (38). The encounters of two double plates (11) forming an outer corner are carried out as can be seen in Figures 6, 7, 8, 9 and 10 (a) and (b), by joining these plates (11) to the head. and in some cases placing a projected polyurethane padding (38) by trimming the inner face (44) of the double plates (11), (see figure 6). The encounter of a double plate (11) with a simple plate (10) see figure 7, and the latter coating (10) by means of an outer layer of stone (17), is carried out by incorporating a projected polyurethane (38) between (10) and (17), trimming the inner face (44) and welding the outer face (52) by means of the "UPN" (26) corresponding to the "UPN" (26) of the plate (10). To complete the recommended system and for support and strengthening of the plates (10, 11), foundation wells (54) have been designed in which the double plates (11) or the like rest on a concrete slab (64) formed by a concrete shoe ( 55), resting in turn on cleaning concrete (61) on sturdy ground, see figures 39 and 40, the floor is constructed with a layer of mortar (59) and a pavement (47) on top. In the case of landfills or similar in the foundation pieces, see figure 41 a floor structure (56) is added as a reinforcement below the shoe (55), in order to increase the resistance of The foundation supporting the construction based on the aforementioned plates (10, 11), the floor is constructed with a layer of mortar (59) and on top of a pavement (47). Described sufficiently the present invention in correspondence with the annexed drawings, it is easy to understand that any modifications of detail that are deemed convenient may be introduced therein, as long as they are not introduced in the same modifications that alter the essence of the invention that is summarized in the following claims:

Claims

R E I V I N D I C A C I O N E S: Ia - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS", de las que utilizan placas construidas en fábrica con moldes a base de la combinación de una estructura resistente y hormigón en masa, caracterizado en que dicho sistema se erige como combinación única de unas placas simples (10), de unas placas dobles (11), unas placas de forjado (18) unas placas de cubierta (21) y unas placas de alero (24) solidarizadas entre si a través de cordones de soldadura (37), aplicados a unos perfiles "UPN" (26) en función de recercado de dichas placas (10, 11, 18, 21 y 24) por sus bordes, auxiliadas en los casos necesarios mediante pletinas (19, 33, 34, 35, 36, 48 y 49) . 2a - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS", según la primera reivindicación caracterizado en que las placas simples (10) están formadas por una estructura de dobles mallazos (14) en los que van soldados a distancias regulares conectores (15) en forma de λU", los cuales a su vez van soldados por sus extremos a las "UPN" de recercado (26) y todo ello relleno de hormigón en masa dentro del correspondiente molde. 3a - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS", según la primera reivindicación caracterizado en que las placas dobles (11) están formadas por dos placas simples, una interior (44) de 60 m.m de grosor a 200 m.m. con función estructural, y otra exterior (57) de 60 m.m con función de cerramiento, con una capa aislante (40) intermedia de 40 a 80 m.m., interiormente incorporan una estructura resistente formada por dobles mallazos (16) a los cuales van soldados los correspondientes conectores (15) en forma de λU" los cuales a su vez van soldados a las "UPN" (26) del recercado, y relleno todo ello de hormigón en masa en el correspondiente molde. 4a - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS" caracterizado según las anteriores reivindicaciones en que cuando las placas (10) y (11) presentan aberturas (25) , las placas (10) y (11) se ven reforzadas por reos (27) de refuerzo en todo el perímetro de las aberturas (25) soldados los mismos a los mallazos simples o dobles (14) y (16), relleno todo ello de hormigón en masa en el correspondiente molde. 5a - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS" caracterizado según la Ia reivindicación en que las placas de forjado (18) están formadas por una estructura de doble mallazo (16) , soldándose el mismo a distancias regulares conectores (15) en forma de "ü" los cuales por sus extremos van a su vez soldados por sus extremos libres a "UPN" de recercado (26) , incorporándose a dicho mallazo (16) unos redondos coarrugados de refuerzo longitudinales (58) , distribuyéndose a distancias regulares unos sistemas de enganche formados por unos ganchos (28) en forma de "U", cuyos brazos de prolongan horizontalmente y van soldados a la estructura de mallazo doble (16), preveyéndose a la vertical de (28) taladros (29) para el paso de ganchos convencionales. 6a - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS" caracterizado según la primera reivindicación en que el sistema preconizado utiliza pletinas (19) (33), (34), (35) soldadas a las "UPN" (26) de recercado, para la solidarización de placas simples o dobles (10) y (11) a placas de forjado (18) . 7a - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS" caracterizado según la primera reivindicación en que las placas de cubierta de alero (24) se apoyan sobre paneles (22), definiendo estos últimos la geometría de la cubierta y descansando (22) sobre paredes de cerramiento formado por placas dobles (11) . 8a - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS" caracterizado según la primera y séptima reivindicación en que para la formación de cubiertas se utilizan sendas placas de cubierta de alero (24) soldadas a testa con el auxilio de pletinas (36) situadas a intervalos regulares en los perfiles UPN (26) de recercado de las placas (21) . 9a - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS" caracterizado según la primera reivindicación en que los muros de cerramiento pueden estar formado por placas dobles (11) unidas a distancias regulares mediante pletinas angulares (49) soldado por uno de sus extremos al perfil (26) y a su base, y por el otro extremo a una de las alas de otro perfil (26) . 10a - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS" caracterizado según la primera reivindicación en que los muros de cerramiento pueden estar formados por placas dobles (11) unidos sus "UPN" de recercado (26) mediante pletinas rectangulares (48) soldados por sus bases menores a las alas de dichos perfiles (26) por cada lado de (48) . 11a - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS" caracterizado según la primera, segunda y tercera reivindicaciones en que en las construcciones de pisos en la formación de suelos intervienen placas de forjado (18) con placas dobles (11), cortando la cara interior (44) de (11) para la entrada a testa de la placa (18), alojándose el canto de (18) en el 'hueco (45) delimitado por las caras interiores (44) . 12a - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS" caracterizado según la primera reivindicación en que los suelos se forman por la unión de dos "UPN" de recercado (26) de placas de forjado (18) mediante soldadura discontinua de los perfiles (26) y colocación de una capa de mortero (62) y sobre el muro el pavimento (46). 13a - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS" caracterizado según la primera y séptima reivindicaciones en que la formación de cubiertas se forma apoyándose las placas de cubierta de alero (24) sobre placas doble (11) intercalando en la zona de contacto entre (24) y (11) un relleno de poliuretano proyectado (38) y un mortero (39) y encima de la placa (24) un aislante térmico (40) , un mortero (41) y un acabado en teja árabe (42) o piezas de pizarra (43) . 14a - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS" caracterizado según la primera reivindicación en que una cubierta puede estar formada por las placas de cubierta (21) se unen a distancias regulares mediante pletinas (36) soldadas a las "UPN" (26) a distancias regulares, recubiertas (21) mediante aislante térmico (40) , una capa de mortero (41) y ésta por tejas (42) y cumbreras (53) . 15a - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS" caracterizado según la primera, segunda, tercera y duodécima reivindicaciones en que en las construcciones de pisos en la formación de suelos intervienen placas de forjado (18) con placas dobles (11), cortando la cara interior (44) de (11) para la entrada a testa de la placa (18), alojándose el canto de (18) en el hueco (45) delimitado por las caras interiores (44) y soldándose las "UPN" (26) respectivas del canto de las placas interiores (44) de (11) con el "UPN" (26) de canto de la placa de forjado (18) . 16a - "UN SISTEMA DE CONSTRUCCIÓN A BASE DE PLACAS PREFABRICADAS" caracterizado según la primera, segunda, tercera, duodécima y decimosexta reivindicaciones en que la unión de una placa simple (10) vertical a otra placa (10) horizontal, se realiza con el auxilio de una pletina (49) a la que va soldado un "UPN" (26) del canto de la placa (10) horizontal y sus conectores (15) soldados a los mallazos simples (14) y los conectores (50) de la placa simple (10) a los mallazos (14) de esta con un reo de refuerzo (51) . CLAIMS: I a - "A CONSTRUCTION SYSTEM BASED ON PREFABRICATED PLATES", of which factory-built plates are used with molds based on the combination of a sturdy structure and mass concrete, characterized in that said system stands as a combination single of simple plates (10), of double plates (11), forged plates (18), cover plates (21) and eave plates (24) joined together by welding cords (37 ), applied to "UPN" profiles (26) depending on the close-up of said plates (10, 11, 18, 21 and 24) by their edges, assisted in the necessary cases by means of plates (19, 33, 34, 35, 36, 48 and 49). 2 a - "A PREFABRICATED PLATE BASED CONSTRUCTION SYSTEM", according to the first claim characterized in that the single plates (10) are formed by a structure of double meshes (14) in which connectors are welded at regular distances (15 ) in the form of λ U ", which in turn are welded at their ends to the" UPN "of fence (26) and all filled with concrete in the corresponding mold. 3 a -" A CONSTRUCTION SYSTEM A BASE OF PREFABRICATED PLATES ", according to the first claim characterized in that the double plates (11) are formed by two simple plates, one inside (44) 60 mm thick at 200 mm with structural function, and another outside (57) of 60 mm with enclosure function, with an intermediate insulating layer (40) of 40 to 80 mm, internally they incorporate a resistant structure formed by double meshes (16) to which the corresponding connectors (15) are welded in the form of λ U " which in turn goes n soldiers to the "UPN" (26) of the fence, and filling all this of concrete in mass in the corresponding mold. 4 a - "A PREFABRICATED PLATE BASED CONSTRUCTION SYSTEM" characterized according to the preceding claims in which when the plates (10) and (11) have openings (25), the plates (10) and (11) are reinforced by Inmates (27) of reinforcement throughout the perimeter of the openings (25) welded to single or double meshes (14) and (16), all filled with mass concrete in the corresponding mold. 5 a - "A PREFABRICATED PLATE BASED CONSTRUCTION SYSTEM" characterized according to the claim that the slabs (18) are formed by a double mesh structure (16), the same being welded at regular distances connectors (15 ) in the form of "ü" which at the same time are welded by their free ends to "UPN" approach (26), incorporating to said mesh (16) rounded rounded longitudinal reinforcement (58), distributed to regular distances hook systems formed by hooks (28) in the form of "U", whose arms extend horizontally and are welded to the double mesh structure (16), leading to the vertical of (28) holes (29) for the passage of conventional hooks. 6 a - "A PREFABRICATED PLATE-BASED CONSTRUCTION SYSTEM" characterized according to the first claim in which the recommended system uses plates (19) (33), (34), (35) welded to the "UPN" (26) of coated, for the solidarity of single or double plates (10) and (11) to slabs (18). 7 a - "A PREFABRICATED PLATE BASED CONSTRUCTION SYSTEM" characterized according to the first claim in which the eave cover plates (24) rest on panels (22), the latter defining the geometry of the roof and resting (22 ) on enclosure walls formed by double plates (11). 8 a - "A PLATE BASED CONSTRUCTION SYSTEM PREFABRICATED "characterized according to the first and seventh claim in which the eave cover plates (24) welded to the head are used for the formation of roofs with the aid of plates (36) located at regular intervals in the UPN profiles (26) of re-enclosing the plates (21). 9 a - "A PREFABRICATED PLATE BASED CONSTRUCTION SYSTEM" characterized according to the first claim in which the enclosure walls may be formed by double plates (11) joined at regular distances by angular plates ( 49) welded by one of its ends to the profile (26) and its base, and at the other end to one of the wings of another profile (26). 10 a - "A PREFABRICATED PLATE BASED CONSTRUCTION SYSTEM" characterized according to the first claim in which the enclosure walls may be formed by double plates (11) joined together with their "UPN" (26) by means of rectangular plates (48) welded by their smaller bases to the wings of said per files (26) on each side of (48). 11 a - "A PREFABRICATED PLATE-BASED CONSTRUCTION SYSTEM" characterized according to the first, second and third claims in which floor slabs (18) with double plates (11) intervene in floor construction in floor formation the inner face (44) (11) for the entry head plate (18), lodging the ridge (18) in the 'hollow (45) delimited by the inner faces (44). 12 a - "A PREFABRICATED PLATE BASED CONSTRUCTION SYSTEM" characterized according to the first claim in which the floors are formed by the union of two "UPN" re-enclosures (26) of slabs (18) by means of discontinuous welding of the profiles (26) and placement of a mortar layer (62) and on the wall the pavement (46). 13 a - "A PREFABRICATED PLATE BASED CONSTRUCTION SYSTEM" characterized according to the first and seventh claims in which the formation of roofs is formed by supporting the eave cover plates (24) on double plates (11) interspersed in the area of contact between (24) and (11) a projected polyurethane padding (38) and a mortar (39) and above the plate (24) a thermal insulator (40), a mortar (41) and an Arabic tile finish ( 42) or pieces of slate (43). 14 a - "A PREFABRICATED PLATE BASED CONSTRUCTION SYSTEM" characterized according to the first claim in which a cover may be formed by the cover plates (21) are joined at regular distances by plates (36) welded to the "UPN" (26) at regular distances, covered (21) by thermal insulation (40), a layer of mortar (41) and this by tiles (42) and ridge (53). 15 a - "A PREFABRICATED PLATE BASED CONSTRUCTION SYSTEM" characterized according to the first, second, third and twelfth claims in which floor slabs (18) with double plates (11) intervene in floor construction , cutting the inner face (44) of (11) for the entrance to the front of the plate (18), housing the edge of (18) in the hollow (45) delimited by the inner faces (44) and welding the "UPN "(26) respectively of the edge of the inner plates (44) of (11) with the" UPN "(26) of the edge of the floor slab (18). 16 a - "A PREFABRICATED PLATE BASED CONSTRUCTION SYSTEM" characterized according to the first, second, third, twelfth and sixteenth claims in which the union of a single vertical plate (10) to another horizontal plate (10) is carried out with the aid of a plate (49) to which a "UPN" (26) is welded from the edge of the horizontal plate (10) and its connectors (15) welded to the simple meshes (14) and the connectors (50) of the simple plate (10) to the meshes (14) of this with a reinforcement reinforcement (51).
PCT/ES2005/000274 2004-05-20 2005-05-18 Construction system based on prefabricated plates WO2005113912A1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
DE602005020932T DE602005020932D1 (en) 2004-05-20 2005-05-18 PREPARED PANEL BASED BUILDING SYSTEM
EP05750229A EP1757750B1 (en) 2004-05-20 2005-05-18 Construction system based on prefabricated plates
AT05750229T ATE466147T1 (en) 2004-05-20 2005-05-18 CONSTRUCTION SYSTEM BASED ON PREFABRICATED PANELS

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ESP200401213 2004-05-20
ES200401213A ES2289844B1 (en) 2004-05-20 2004-05-20 A CONSTRUCTION SYSTEM BASED ON PREFABRICATED PLATES.

Publications (1)

Publication Number Publication Date
WO2005113912A1 true WO2005113912A1 (en) 2005-12-01

Family

ID=35428439

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/ES2005/000274 WO2005113912A1 (en) 2004-05-20 2005-05-18 Construction system based on prefabricated plates

Country Status (6)

Country Link
EP (1) EP1757750B1 (en)
AT (1) ATE466147T1 (en)
DE (1) DE602005020932D1 (en)
ES (1) ES2289844B1 (en)
PT (1) PT103271B (en)
WO (1) WO2005113912A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2022018307A1 (en) 2020-07-22 2022-01-27 PALMA GONZÁLEZ, Angel Construction procedure, construction system and prefabricated construction plates for carrying out this procedure

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004031501A1 (en) 2002-10-01 2004-04-15 Dodge-Regupol, Incorporated Noise and vibration mitigating mat
ES2345229B1 (en) * 2008-04-17 2011-12-05 Francisco Lopez Hinojosa SYSTEM FOR THE JOINT OF CONCRETE CONCRETE PLATES IN PREFABRICATED CONSTRUCTIONS.
US9914011B2 (en) 2015-06-25 2018-03-13 Pliteq Inc. Impact damping mat, equipment accessory and flooring system
US20180202150A1 (en) 2015-06-25 2018-07-19 Pliteq Inc. Impact damping mat, equipment accessory and flooring system
RU2670791C9 (en) * 2017-08-01 2019-06-25 Дмитрий Вячеславович Евдокимов Wall panel (options)
FR3123931B1 (en) * 2021-06-15 2024-04-12 Muance Modular concrete construction system, method of manufacturing such a system and assembly comprising a plurality of modular systems

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1932329A1 (en) * 1969-06-26 1971-01-07 De Rijk Richard Joseph Process for the production of a floor and the means to be used
US3760540A (en) * 1971-09-08 1973-09-25 P Latoria Pre-cast concrete building panels
DE4000956A1 (en) * 1989-08-17 1991-02-21 Kesting Klaus Lorenz Dr Ing Prodn. of large concrete slabs - involves stabilisation by metal sections which are prevented from buckling by concrete
ES2063722A6 (en) * 1985-01-29 1995-01-01 Paz Valentin Leiro Improvements to the subject of main patent No 540 232, granted on 24 July 1985, for Process for the construction of buildings
JPH07305481A (en) * 1994-05-11 1995-11-21 Sekisui House Ltd External wall panel
WO1997039207A1 (en) * 1996-04-13 1997-10-23 Lingqun Li Shearing wall
EP0903446A1 (en) * 1997-09-19 1999-03-24 Edile Pedemontana SpA Method to produce reinforced concrete panels for prefabricated structures and relative panel

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1932329A1 (en) * 1969-06-26 1971-01-07 De Rijk Richard Joseph Process for the production of a floor and the means to be used
US3760540A (en) * 1971-09-08 1973-09-25 P Latoria Pre-cast concrete building panels
ES2063722A6 (en) * 1985-01-29 1995-01-01 Paz Valentin Leiro Improvements to the subject of main patent No 540 232, granted on 24 July 1985, for Process for the construction of buildings
ES2157864A6 (en) * 1985-01-29 2001-08-16 Paz Valentin Leiro Improvements to the subject of main patent No 540 232, granted on 24 July 1985, for Process for the construction of buildings
DE4000956A1 (en) * 1989-08-17 1991-02-21 Kesting Klaus Lorenz Dr Ing Prodn. of large concrete slabs - involves stabilisation by metal sections which are prevented from buckling by concrete
JPH07305481A (en) * 1994-05-11 1995-11-21 Sekisui House Ltd External wall panel
WO1997039207A1 (en) * 1996-04-13 1997-10-23 Lingqun Li Shearing wall
EP0903446A1 (en) * 1997-09-19 1999-03-24 Edile Pedemontana SpA Method to produce reinforced concrete panels for prefabricated structures and relative panel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2022018307A1 (en) 2020-07-22 2022-01-27 PALMA GONZÁLEZ, Angel Construction procedure, construction system and prefabricated construction plates for carrying out this procedure

Also Published As

Publication number Publication date
ES2289844B1 (en) 2008-11-16
ES2289844A1 (en) 2008-02-01
PT103271A (en) 2005-11-30
EP1757750A1 (en) 2007-02-28
EP1757750B1 (en) 2010-04-28
PT103271B (en) 2006-11-30
DE602005020932D1 (en) 2010-06-10
ATE466147T1 (en) 2010-05-15

Similar Documents

Publication Publication Date Title
US6763640B2 (en) Prefab brickwork
ES2459067T3 (en) Building and construction method of a building
US8490363B2 (en) Modular concrete building
US4090266A (en) Swimming pool construction
WO2005113912A1 (en) Construction system based on prefabricated plates
US5313753A (en) Construction wall panel and panel structure
US8429876B2 (en) Concrete rib construction method
US11536027B2 (en) Composite foam and concrete foundation, composite foam and concrete wall and method of mounting composite foam and cement wall to the foundation
US6098367A (en) Constructive system applied for buildings
WO2002066757A9 (en) A load bearing building panel
KR101385558B1 (en) Prefabricated construction using half slab
EP0051592A1 (en) Building.
HRP20010056A2 (en) The flat-soffit large-span industrial building system
ES2228753T3 (en) PREFABRICATED CONSTRUCTION BLOCK SUITABLE FOR THE CONSTRUCTION OF MAMPOSTERY WALLS, HIGH FUNCTIONAL EFFECTIVENESS AND DRY SUPERPOSITION.
RU2160347C1 (en) Multistory building
RU74403U1 (en) FULL ASSEMBLY FRAME BUILDING AND BINDING BEAM (TWO OPTIONS), DESIGNED FOR USE IN THIS BUILDING
WO2021123422A1 (en) A shelter and a method of building such shelter
JPH11324173A (en) Reinforced concrete building
KR200246526Y1 (en) Block for a Steel House
ES2235583B1 (en) FLOATING FOUNDATION BEAM ABOVE THE GROUND FOR SANITARY FORGINGS.
KR20030002656A (en) Block for a Steel House and The Constructing Method
RU2173750C1 (en) Frame building and method for its erecting
JP3059540U (en) Storage simple building
JPH0790927A (en) Building having l-type wall
RU2052615C1 (en) Small-storied building and a framework of the same

Legal Events

Date Code Title Description
AK Designated states

Kind code of ref document: A1

Designated state(s): AE AG AL AM AT AU AZ BA BB BG BR BW BY BZ CA CH CN CO CR CU CZ DE DK DM DZ EC EE EG ES FI GB GD GE GH GM HR HU ID IL IN IS JP KE KG KM KP KR KZ LC LK LR LS LT LU LV MA MD MG MK MN MW MX MZ NA NG NI NO NZ OM PG PH PL PT RO RU SC SD SE SG SK SL SM SY TJ TM TN TR TT TZ UA UG US UZ VC VN YU ZA ZM ZW

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): BW GH GM KE LS MW MZ NA SD SL SZ TZ UG ZM ZW AM AZ BY KG KZ MD RU TJ TM AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LT LU MC NL PL PT RO SE SI SK TR BF BJ CF CG CI CM GA GN GQ GW ML MR NE SN TD TG

121 Ep: the epo has been informed by wipo that ep was designated in this application
WWE Wipo information: entry into national phase

Ref document number: 2005750229

Country of ref document: EP

NENP Non-entry into the national phase

Ref country code: DE

WWW Wipo information: withdrawn in national office

Country of ref document: DE

WWP Wipo information: published in national office

Ref document number: 2005750229

Country of ref document: EP