ES1064034U - Expanded polystyrene block with reinforcing anchors for construction enclosures - Google Patents
Expanded polystyrene block with reinforcing anchors for construction enclosures Download PDFInfo
- Publication number
- ES1064034U ES1064034U ES200601800U ES200601800U ES1064034U ES 1064034 U ES1064034 U ES 1064034U ES 200601800 U ES200601800 U ES 200601800U ES 200601800 U ES200601800 U ES 200601800U ES 1064034 U ES1064034 U ES 1064034U
- Authority
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- Spain
- Prior art keywords
- anchors
- concrete
- expanded polystyrene
- wall
- block
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000004794 expanded polystyrene Substances 0.000 title claims abstract description 20
- 238000010276 construction Methods 0.000 title claims abstract description 15
- 230000003014 reinforcing effect Effects 0.000 title abstract description 5
- 239000004567 concrete Substances 0.000 claims abstract description 27
- 239000004793 Polystyrene Substances 0.000 claims abstract description 15
- 229920002223 polystyrene Polymers 0.000 claims abstract description 15
- 239000002184 metal Substances 0.000 claims abstract description 9
- 229910052751 metal Inorganic materials 0.000 claims abstract description 9
- 238000005452 bending Methods 0.000 claims abstract description 5
- 239000011810 insulating material Substances 0.000 claims abstract description 5
- CWYNVVGOOAEACU-UHFFFAOYSA-N Fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 claims abstract description 3
- 230000002787 reinforcement Effects 0.000 claims description 21
- 238000000576 coating method Methods 0.000 description 25
- 239000011248 coating agent Substances 0.000 description 12
- 238000009415 formwork Methods 0.000 description 10
- 239000004570 mortar (masonry) Substances 0.000 description 9
- 239000004575 stone Substances 0.000 description 9
- 238000005253 cladding Methods 0.000 description 5
- 238000009413 insulation Methods 0.000 description 5
- 239000004744 fabric Substances 0.000 description 4
- 239000000919 ceramic Substances 0.000 description 3
- 239000010410 layer Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000002557 mineral fiber Substances 0.000 description 3
- 239000002356 single layer Substances 0.000 description 3
- 229920000049 Carbon (fiber) Polymers 0.000 description 2
- 230000033228 biological regulation Effects 0.000 description 2
- 239000004917 carbon fiber Substances 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 150000002739 metals Chemical class 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 210000003323 beak Anatomy 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000010348 incorporation Methods 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000006223 plastic coating Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
- E04B2/8629—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic with both form leaves and spacers being monolithic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/762—Exterior insulation of exterior walls
- E04B1/7629—Details of the mechanical connection of the insulation to the wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/40—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Retaining Walls (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Building Environments (AREA)
- Finishing Walls (AREA)
Abstract
Description
Bloque de poliestireno expandido con anclajes de refuerzo para cerramientos de construcción.Expanded polystyrene block with anchors reinforcement for construction enclosures.
La presente invención se refiere a un bloque
prefabricado de poliestireno expandido especialmente reforzado
mediante anclajes para la construcción de cerramientos o paramentos
de hormigón que posibiliten la aplicación de revestimientos
semipesados, bien directamente o por medio de tejidos de trama
abierta, mejorando asimismo la aplicación de todos los
revestimientos.The present invention relates to a prefabricated block of expanded polystyrene specially reinforced by anchors for the construction of concrete enclosures or walls that allow the application of semi-heavy coatings, either directly or through open weave fabrics, also improving the application of all the
coatings
El refuerzo de este tipo de estructuras formadas por bloques huecos o paneles cajeados de poliestireno expandido, utilizados generalmente en la construcción, es conseguido por la inserción a través de las paredes de los paneles externos de poliestireno de una pluralidad de anclajes metálicos inoxidables, u otros metales adecuadamente protegidos contra la corrosión, con una forma característica que posibilita, una vez producido el hormigonado de los bloques en las obras, tanto la correcta fijación del recubrimiento aplicado por el lado en que dichos anclajes sobresalen de la pared exterior de poliestireno, ya sea un mortero monocapa de terminación, o bien uno de regularización para un posterior acabado, y en su caso la colocación de una malla de sustento, como la fijación resistente de los propios anclajes, por el lado en que quedan encastrados en el núcleo de hormigón.The reinforcement of this type of structures formed by hollow blocks or panels embedded in expanded polystyrene, generally used in construction, it is achieved by the insertion through the walls of the external panels of polystyrene of a plurality of stainless metal anchors, or other metals properly protected against corrosion, with a characteristic form that allows, once produced the concreting of the blocks in the works, both the correct fixation of the coating applied by the side on which said anchors protrude from the outer wall of polystyrene, either a mortar terminating monolayer, or one of regularization for a subsequent finishing, and where appropriate the placement of a mesh of sustenance, like the resistant fixation of the anchors themselves, by the side where they are embedded in the concrete core.
De esta manera se crea una vinculación mecánica de un encofrado formado por piezas de poliestireno expandido rellenas de hormigón con un revestimiento semipesado, manteniendo las prestaciones funcionales de aislamiento térmico y acústico de este tipo de cerramientos.In this way a mechanical bonding is created of a formwork formed by expanded polystyrene pieces filled with concrete with a semi-heavy coating, keeping the functional performance of thermal and acoustic insulation of This type of enclosures.
La invención se encuadra, por tanto, en el campo técnico de la construcción, dentro de lo que es el aislamiento y protección de edificios, y, en particular, en la de las construcciones que utilizan encofrados integrados de poliestireno expandido y hormigón a partir de bloques prefabricados de dicho material aislante.The invention thus fits into the field. construction technician, within what is the insulation and protection of buildings, and, in particular, in the constructions using integrated polystyrene formwork expanded and concrete from prefabricated blocks of said isolating material.
Las construcciones basadas en encofrados integrales de poliestireno, formados a partir de paneles de este material aislante convenientemente cajeados, que una vez situados se hormigonan en todo su interior, destinados a la construcción de muros y paredes con aislamiento integrado, presentan el conocido problema de que no toleran revestimientos de las caras externas (fachadas) con materiales no prefabricados o semipesados, teniendo que limitarse prácticamente a los revestimientos plásticos de terminación. Esto es debido a la propia microestructura del poliestireno expandido, con unas malas propiedades mecánicas y de difícil adherencia, lo que imposibilita el agarre de revestimientos más consistentes.Formwork-based constructions polystyrene integrals, formed from panels of this insulating material conveniently recessed, which once placed are concreted throughout its interior, intended for the construction of walls and walls with integrated insulation, present the well-known problem that they do not tolerate external face coverings (facades) with non-prefabricated or semi-heavy materials, having to be limited practically to the plastic coatings of termination. This is due to the microstructure of the expanded polystyrene, with poor mechanical properties and difficult adhesion, which makes it impossible to grip coatings more consistent
Este problema está actualmente sin resolver en
dicho tipo de encofrados integrados para cualquier tipo de
revestimiento, como demuestra el hecho de que no exista, al menos
con efectos en España, ninguna patente sobre un sistema similar al
de la presente
invención.This problem is currently unsolved in this type of integrated formwork for any type of coating, as evidenced by the fact that there is no patent, at least with effects in Spain, on a system similar to this
invention.
En efecto, haciendo una búsqueda de antecedentes en la base de datos OEPMPAT de la Oficina Española de Patentes y Marcas, que recoge, entre otras, todas las patentes y modelos de utilidad con efectos en España publicados entre los últimos veinticinco y treinta años, sólo se han encontrado tres documentos en relación con los cerramientos en cuestión. Dos de ellos, correspondientes a las patentes nacionales con números de publicación ES2134172A1 y ES2127059B1, tienen por objeto sendos sistemas constructivos de muros de poliestireno expandido y hormigón, pero son muros de carga o de forjado de las edificaciones con propiedades aislantes en los que no se aplican revestimientos vistos.Indeed, doing a background search in the OEPMPAT database of the Spanish Patent Office and Trademarks, which includes, among others, all patents and models of utility with effects in Spain published among the last twenty-five and thirty years, only three documents have been found in relation to the enclosures in question. Two of them, corresponding to national patents with numbers of publication ES2134172A1 and ES2127059B1, are intended to be sent construction systems of expanded polystyrene walls and concrete, but they are load-bearing walls or building slabs with insulating properties in which no coatings are applied seen.
La tercer documento, la patente nacional con número de publicación ES2235579A1, es la única que describe un sistema de refuerzo de un revestimiento a base de anclajes o fijaciones para un muro de poliestireno y hormigón. Se trata de una fachada prefabricada de piedra natural transventilada, compuesta de un aplacado de piedra, cámara de aire ventilada, aislamiento de poliestireno expandido y un panel de hormigón armado que actúa de soporte, en la que el sistema de refuerzo para la estabilización del revestimiento de piedra está constituido por una serie de piezas de acero inoxidable normalizadas que se fijan directamente a la piedra y al panel de hormigón. Evidentemente, estas fijaciones son muy diferentes a los anclajes de la presente invención y son sólo validas para revestimientos de piedra natural con cámara de ventilación, no resolviendo el problema comentado de la falta de estabilización de cualquier tipo de revestimiento semipesado aplicado directamente, o por medio de un mortero de regulación, con o sin malla de fibra, sobre la superficie exterior de los paneles de poliestireno de los encofrados descritos.The third document, the national patent with publication number ES2235579A1, is the only one that describes a reinforcement system of an anchor based coating or fixings for a polystyrene and concrete wall. It is a prefabricated facade of transventilated natural stone, composed of a stone cladding, ventilated air chamber, insulation expanded polystyrene and a reinforced concrete panel that acts as support, in which the reinforcement system for stabilization The stone cladding consists of a series of standardized stainless steel parts that are fixed directly to the stone and the concrete panel. Obviously, these fixations they are very different from the anchors of the present invention and are only valid for natural stone cladding with chamber ventilation, not solving the commented problem of the lack of stabilization of any type of semi-heavy coating applied directly, or by means of a regulation mortar, with or without fiber mesh, on the outer surface of the panels polystyrene formwork described.
Para dar solución al señalado problema, es por lo que se ha desarrollado el comentado bloque de poliestireno expandido especialmente reforzado para cerramientos de construcción, mediante un sistema singular de anclaje que asegura la unión mecánica del revestimiento posteriormente aplicado al núcleo de hormigón estructural, previo hormigonado en obra.To solve the problem, it is by what the commented polystyrene block has developed expanded especially reinforced for enclosures of construction, through a unique anchoring system that ensures the mechanical bonding of the coating subsequently applied to the Structural concrete core, prior concreting on site.
Este bloque desarrollado está basado en la conocida estructura prefabricada de poliestireno expandido con celdas interiores que luego se rellenan de hormigón, una vez colocada en las obras, previo armado opcional con una serie de varillas o barras metálicas transversales de fijación y rigidización, y lo que le caracteriza como de propia invención es la incorporación de una pluralidad de anclajes de refuerzo insertados uniformemente sobre la superficie de una o las dos caras laterales de poliestireno, constituidos por un alambre de un metal inoxidable o férreo, protegido contra la corrosión, de longitud suficiente para atravesar la pared, que presenta en el extremo orientado hacia la cara externa del cerramiento una forma de gancho, y cercano al extremo interior del anclaje, por el lado destinado a quedar relleno de hormigón, una forma de doblez, de tal modo que la pared lateral de material aislante queda comprendida entre los extremos en forma de gancho y los dobleces de los extremos orientados al interior del paramento.This developed block is based on the known prefabricated structure of expanded polystyrene with interior cells that are then filled with concrete once placed in the works, prior optional armed with a series of metal crossbars or bars for fixing and stiffening, and what characterizes it as its own invention is the incorporation of a plurality of reinforcement anchors evenly inserted on the surface of one or both sides polystyrene sides, consisting of a metal wire stainless or ferrous, corrosion protected, length enough to go through the wall, which presents at the end oriented towards the outer face of the enclosure a form of hook, and close to the inner end of the anchor, on the side intended to be filled with concrete, a form of bending, such so that the side wall of insulating material is comprised between the hooked ends and the folds of the ends oriented inside the wall.
En una realización preferente, los referidos anclajes de refuerzo para revestimientos en los cerramientos resultantes de poliestireno expandido y hormigón, están constituidos en el extremo en forma de gancho por tres pliegues en ángulo recto, los dos más interiores en el mismo sentido, y el más exterior en sentido opuesto a los anteriores, quedando este extremo del anclaje paralelo a la pared exterior del cerramiento, mientras que el doblez cercano al otro extremo está constituido por tres pliegues según dos ángulos obtusos y un ángulo central recto, que forman un doblez en forma de pico orientado en la misma dirección a la del extremo en forma de gancho, o bien en dirección opuesta. Es decir, una vez colocado el anclaje en el panel, si el extremo en forma de gancho apunta hacia arriba, entonces el pico del extremo opuesto, el destinado a quedar empotrado en el hormigón, puede apuntar también hacia arriba, o bien hacia abajo.In a preferred embodiment, those referred reinforcement anchors for wall coverings resulting from expanded polystyrene and concrete, they are constituted at the end in the form of a hook by three folds in right angle, the two innermost in the same direction, and the most exterior in the opposite direction to the previous ones, this end being of the anchor parallel to the outer wall of the enclosure, while that the fold near the other end is constituted by three folds according to two obtuse angles and a right central angle, which they form a beak in the form of a peak oriented in the same direction to that of the hook-shaped end, or in the opposite direction. Is say, once the anchor is placed on the panel, if the end in hook shape points up, then the tip of the end opposite, the one destined to be embedded in the concrete, can aim also up or down.
La función de la terminación en forma de gancho en el extremo del anclaje que sobresale de la cara externa del paramento, destinada al acabado exterior, es, por un lado, la de asegurar la fijación del mortero de revestimiento una vez proyectado, tanto la de un mortero monocapa que quede como acabado final, como un mortero de regularización o un cemento cola de capa gruesa que sirvan de base para la colocación directa de revestimientos pesados, tipo piedra, o revestimientos semipesados tipo cerámico o similar, y, por otro lado, la de permitir la sujeción de un tejido de trama abierta, como puede ser una malla de fibra mineral o de fibra de carbono, para aquellos revestimientos entre los anteriores que así lo requieran.The function of hook-shaped termination at the end of the anchor protruding from the outer face of the Paramento, destined to the exterior finish, is, on the one hand, that of ensure the fixing of the cladding mortar once projected, both that of a single layer mortar that is finished final, such as a regularization mortar or a glue cement thick to serve as a basis for direct placement of heavy coatings, stone type, or semi-heavy coatings ceramic type or similar, and, on the other hand, to allow holding an open weave fabric, such as a mesh of mineral fiber or carbon fiber, for those coatings Among the previous ones that require it.
La función de la forma de doblez que presenta el
anclaje por el extremo que queda hacia dentro del paramento, es la
de conferirle una mayor adherencia en el núcleo de hormigón, una vez
producido el hormigonado del paramento, mejorando sus propiedades de
refuerzo para revestimientos de este tipo de cerramientos utilizados
cada vez más en la
construcción.The function of the bending shape of the anchor at the end that is inside the wall, is to confer greater adhesion on the concrete core, once produced the concrete of the wall, improving its reinforcing properties for coatings this type of enclosures increasingly used in the
building.
La ventaja que aporta este novedoso sistema de
refuerzo a base de anclajes para los encofrados integrados o
perdidos de poliestireno expandido y núcleo de hormigón construidos
a partir de los bloques de invención, son evidentes a la vista de
las funciones descritas, y es la de posibilitar la aplicación sobre
los cerramientos resultantes de revestimientos, no solamente
plásticos, que es lo que hasta ahora sólo se podía hacer de forma
estable y segura, sino también revestimientos semipesados, es
decir, revestimientos de más de 1 cm de espesor, como puede ser un
mortero monocapa, recebo o aplacado de cerámica, entre otros, e
incluso revestimientos pesados como la piedra natural, al permitir
la singular forma del extremo sobresaliente de los anclajes la
colocación de mallas o tejidos de trama abierta, como armaduras
de
refuerzo.The advantage provided by this innovative reinforcement system based on anchors for integrated or lost formwork of expanded polystyrene and concrete core constructed from the blocks of invention, are evident in view of the described functions, and is that of enabling the application on the enclosures resulting from coatings, not only plastics, which is what until now could only be done in a stable and safe way, but also semi-heavy coatings, that is, coatings more than 1 cm thick, such as a monolayer mortar, pottery or ceramic plaster, among others, and even heavy coatings such as natural stone, allowing the unique shape of the protruding end of the anchors to place meshes or open weave fabrics, such as reinforcement
reinforcement.
Al final de la presente memoria se incluyen una serie de figuras con dibujos que facilitan la compresión de la invención.At the end of this report a series of figures with drawings that facilitate the compression of the invention.
La Figura 1 muestra una vista en perspectiva del bloque de poliestireno expandido convenientemente reforzado, con las distintos elementos que lo componen una vez instalado en obra, donde quedan perfectamente visibles los anclajes de refuerzo, tanto por el lado exterior de las paredes de poliestireno, destinadas a recibir el recubrimiento, como por los lados interiores que conforman las celdas rellenas de hormigón. La malla de sujeción exterior prevista en ciertos casos también se observa.Figure 1 shows a perspective view of the conveniently reinforced expanded polystyrene block, with the different elements that compose it once installed on site, where reinforcement anchors are perfectly visible, both on the outer side of the polystyrene walls, intended for receive the coating, as per the inner sides that make up the concrete filled cells. Clamping mesh Expected outside in certain cases is also observed.
La Figura 2 muestra una vista en planta del referido cerramiento. En esta vista se aprecia perfectamente la inserción de los anclajes de refuerzo a través de las paredes exteriores del bloque, así como la situación de las capas de revestimiento y la de la malla abierta opcional.Figure 2 shows a plan view of the referred enclosure. In this view the insertion of reinforcement anchors through the walls block exteriors, as well as the situation of the layers of lining and that of the optional open mesh.
La Figura 3 muestra una sección de la pared exterior del paramento en la zona por donde queda insertado un anclaje, que es una zona donde la pared aparece con un recubrimiento de mortero y el núcleo relleno de hormigón.Figure 3 shows a section of the wall outside of the wall in the area where a anchor, which is an area where the wall appears with a Mortar coating and concrete filled core.
Por último, la Figura 4 muestra uno de los anclajes de refuerzo característicos de la presente invención, en la variante preferente de extremo en forma de gancho y extremo con pico, apuntando en sentidos opuestos.Finally, Figure 4 shows one of the reinforcement anchors characteristic of the present invention, in the preferred variant of hook-shaped end and end with peak, pointing in opposite directions.
Como se puede ver en las Figuras 1 y 2, los cerramientos constructivos basados en la presente invención se realizan a partir de encofrados integrados de bloques prefabricados de poliestireno expandido (1) con unas celdas interiores que, una vez en obra, se rellenan de hormigón (2), pudiendo para ello armarse con una serie barras transversales de fijación y rigidización (3), caracterizados por incorporar una pluralidad de anclajes (4) de refuerzo distribuidos uniformemente sobre su superficie.As can be seen in Figures 1 and 2, the construction enclosures based on the present invention are made from integrated formwork of prefabricated blocks of expanded polystyrene (1) with inner cells that, a Once on site, they are filled with concrete (2), being able to do so arm yourself with a series of fixing crossbars and stiffening (3), characterized by incorporating a plurality of reinforcing anchors (4) evenly distributed over its surface.
Para llevar a la práctica este cerramiento se debe empezar con la fabricación de los bloques con los anclajes de refuerzo, después debe procederse a preparar el encofrado con esos bloques y a echar el relleno de hormigón. Los anclajes atraviesan el aislamiento antes de hormigonar y van a tomar resistencia al núcleo central de hormigón, donde quedan integrados en el encofrado. Luego se incorpora el tejido o malla de fibra correspondiente y finalmente se procede a aplicar el revestimiento deseado sobre las caras externas del cerramiento.To implement this enclosure, you must start with the manufacture of the blocks with the anchors of reinforcement, then proceed to prepare the formwork with those blocks and cast concrete filling. The anchors cross the insulation before concreting and they will take core resistance concrete center, where they are integrated into the formwork. Then the corresponding fiber fabric or mesh is incorporated and finally the desired coating is applied to the external faces of the enclosure.
En la Figura 4 se aprecia que el anclaje (4) característico de la invención se realiza a partir de un alambre, que plegado convenientemente adquiere la forma deseada, presentando en el extremo orientado a la capa exterior del cerramiento en forma de gancho (5), y cercano al extremo interior del anclaje, con una forma de doblez (6).Figure 4 shows that the anchor (4) characteristic of the invention is made from a wire, that folded conveniently acquires the desired shape, presenting at the end facing the outer layer of the enclosure shaped hook (5), and close to the inner end of the anchor, with a fold shape (6).
En una realización preferente, el anclaje se desarrollará a partir de alambres de acero inoxidable u otros metales de 1,5 mm de diámetro y una longitud aproximada de 117 mm. A continuación se procede a la configuración del mismo en máquina plegadora.In a preferred embodiment, the anchor is develop from stainless steel wires or others 1.5 mm diameter metals and an approximate length of 117 mm. Then proceed to the machine configuration folding machine
Primero se realizan tres pliegues en el extremo que irá orientado hacia el interior de la pared, con ángulos adecuados, quedando cercano al extremo la forma de doblez en pico (6) descrita anteriormente.First three folds are made at the end which will face the inside of the wall, with angles suitable, the peak bending shape being near the end (6) described above.
Después se procede a realizar los tres pliegues en ángulo recto del extremo con forma de gancho (5). Primero el más interior, que irá en dirección opuesta al saliente en forma de pico del otro extremo, a continuación el segundo en el mismo sentido, y el más exterior en sentido opuesto a los anteriores, quedando este extremo del anclaje paralelo a la pared exterior del cerramiento.Then proceed to make the three folds at right angles to the hook-shaped end (5). First the more interior, which will go in the opposite direction to the projection in the form of peak of the other end, then the second in it sense, and the outermost in the opposite direction to the previous ones, this end of the anchor being parallel to the outer wall of the enclosure.
Previamente a la colocación de los anclajes sobre las caras exteriores de cada bloque de poliestireno expandido, es conveniente dar una imprimación adecuada a éstas como fuente de unión superficial que contribuya a consolidar el sistema. Hecho esto es cuando se procede a la inserción de los anclajes en las paredes externas, de forma manual o automática, pero en todo caso distribuidos uniformemente por toda la superficie de las dos caras del paramento.Prior to anchor placement on the outer faces of each polystyrene block expanded, it is convenient to give a proper primer to these as source of superficial union that contributes to consolidate the system. This is done when you proceed to insert the external wall anchors, manually or automatically, but in any case evenly distributed throughout the surface of the two faces of the wall.
Los anclajes se insertan por el extremo en forma de pico (6), desde la cara externa del poliestireno, de forma que la pared de material aislante queda comprendida entre el extremo en forma de gancho y el extremo con forma de pico.The anchors are inserted by the shaped end peak (6), from the outer face of the polystyrene, so that the wall of insulating material is included between the end in hook shape and the tip shaped tip.
Una vez preparado el encofrado con los bloques prefabricados, se procede a hormigonar las celdas interiores de poliestireno previa colocación de las varillas (3) de armadura para el hormigón, si así se ha dispuesto. De esta forma, el extremo interior del anclaje queda empotrado en el hormigón, tal como puede observarse en la Figura 2.Once the formwork is prepared with the blocks prefabricated, we proceed to concrete the interior cells of polystyrene prior to placing the reinforcement rods (3) for the concrete, if so arranged. In this way, the end Anchor interior is embedded in concrete, as it can see in Figure 2.
Una vez fraguado y seco el hormigón, el cerramiento queda listo para la aplicación del revestimiento exterior.Once the concrete has set and dried, the enclosure is ready for coating application Exterior.
Para el caso de revestimientos semipesados o de piedra natural, que es donde la presente invención encuentra su gran ventaja, debe utilizare el panel de poliestireno acompañado por una malla (7) de fibra mineral o de fibra de carbono por el lado destinado al revestimiento, como una armadura de refuerzo para el material de contacto. La malla queda sujeta a la pared lateral exterior del bloque de poliestireno expandido (1) gracias a los extremos en forma de gancho (5) de los anclajes (4) dispuestos, tal como puede observarse en detalle en la Figura 3.In the case of semi-heavy coatings or natural stone, which is where the present invention finds its great advantage, you should use the accompanied polystyrene panel by a mesh (7) of mineral fiber or carbon fiber by the side intended for cladding, as a reinforcement reinforcement for The contact material. The mesh is attached to the side wall exterior of the expanded polystyrene block (1) thanks to the hook-shaped ends (5) of the anchors (4) arranged, such as can be seen in detail in Figure 3.
En una realización preferente, mostrada en la Figura 2, se aplicará una capa fina de mortero de regulación (8) entre la malla (7) y el bloque de poliestireno expandido (1), de forma que aún sobresalgan ligeramente los extremos en forma de gancho (5) de los anclajes (4) para la correcta sujeción de la malla, para después realizar la colocación de losas de piedra o cerámicas (9), o la proyección de un mortero de revestimiento (10) en las caras exteriores sobre la malla (7) de fibra mineral.In a preferred embodiment, shown in the Figure 2, a thin layer of regulation mortar will be applied (8) between the mesh (7) and the expanded polystyrene block (1), of so that the ends are slightly protruding in the form of hook (5) of the anchors (4) for the correct fastening of the mesh, to then place the stone slabs or ceramics (9), or the projection of a coating mortar (10) on the outer faces on the mesh (7) of mineral fiber.
Claims (2)
paramento.1. Expanded polystyrene block with reinforcement anchors for construction enclosures, of the type of prefabricated block from expanded polystyrene cells (1), intended to be filled with concrete (2) once the block is placed in the works, which can be assembled for this purpose with a series of metal crossbars or bars (3) for fixing and stiffening, essentially characterized by carrying a plurality of reinforcement anchors (4) uniformly inserted on the surface of one or both side walls of polystyrene , these anchors constituted by a wire of a stainless or ferrous metal, with anticorrosive protection, of sufficient length to cross the wall, which have at the end oriented towards the external face of the enclosure a hook shape (5), and close to the end inside the anchor, on the side to be occupied by the concrete, a bending shape (6), so that the side wall of insulating material is co between the hooked ends and the folds of the ends facing the interior of the
facing.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES200601800U ES1064034Y (en) | 2006-07-28 | 2006-07-28 | EXPANDED POLYSTYRENE BLOCK WITH REINFORCEMENT ANCHORS FOR CONSTRUCTION CLOSURES |
| EP07822874A EP2065530A2 (en) | 2006-07-28 | 2007-07-28 | Expanded polystyrene block with reinforcing anchors for construction enclosures |
| PCT/ES2007/000466 WO2008012392A2 (en) | 2006-07-28 | 2007-07-28 | Expanded polystyrene block with reinforcing anchors for construction enclosures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES200601800U ES1064034Y (en) | 2006-07-28 | 2006-07-28 | EXPANDED POLYSTYRENE BLOCK WITH REINFORCEMENT ANCHORS FOR CONSTRUCTION CLOSURES |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| ES1064034U true ES1064034U (en) | 2007-02-01 |
| ES1064034Y ES1064034Y (en) | 2007-05-01 |
Family
ID=38290866
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES200601800U Expired - Fee Related ES1064034Y (en) | 2006-07-28 | 2006-07-28 | EXPANDED POLYSTYRENE BLOCK WITH REINFORCEMENT ANCHORS FOR CONSTRUCTION CLOSURES |
Country Status (3)
| Country | Link |
|---|---|
| EP (1) | EP2065530A2 (en) |
| ES (1) | ES1064034Y (en) |
| WO (1) | WO2008012392A2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013150166A1 (en) * | 2012-04-03 | 2013-10-10 | Teais, S.A. | Insulating construction panel comprising easy bonding and high mechanical strength, and use thereof in new constructions and rehabilitations |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10640425B2 (en) | 1996-01-19 | 2020-05-05 | Romeo Ilarian Ciuperca | Method for predetermined temperature profile controlled concrete curing container and apparatus for same |
| US8555583B2 (en) * | 2010-04-02 | 2013-10-15 | Romeo Ilarian Ciuperca | Reinforced insulated concrete form |
| US8555584B2 (en) | 2011-09-28 | 2013-10-15 | Romeo Ilarian Ciuperca | Precast concrete structures, precast tilt-up concrete structures and methods of making same |
| US8756890B2 (en) | 2011-09-28 | 2014-06-24 | Romeo Ilarian Ciuperca | Insulated concrete form and method of using same |
| JP2014533213A (en) | 2011-11-11 | 2014-12-11 | ロメオ， イラリアン チューペルカ， | CONCRETE COMPOSITION COMPOSITION, MORTAR COMPOSITION COMPOSITION, CONCRETE OR MORTAR CURING AND MANUFACTURING METHOD, CONCRETE OR CONCRETE / CONCRETE OBJECT AND STRUCTURE |
| CN102605879B (en) * | 2012-03-28 | 2014-01-01 | 黑龙江高格建材科技股份有限公司 | Lightweight, energy-saving and thermal-insulation composite wall |
| US8636941B1 (en) | 2012-09-25 | 2014-01-28 | Romeo Ilarian Ciuperca | Methods of making concrete runways, roads, highways and slabs on grade |
| US8877329B2 (en) | 2012-09-25 | 2014-11-04 | Romeo Ilarian Ciuperca | High performance, highly energy efficient precast composite insulated concrete panels |
| US9458637B2 (en) | 2012-09-25 | 2016-10-04 | Romeo Ilarian Ciuperca | Composite insulated plywood, insulated plywood concrete form and method of curing concrete using same |
| US8844227B1 (en) | 2013-03-15 | 2014-09-30 | Romeo Ilarian Ciuperca | High performance, reinforced insulated precast concrete and tilt-up concrete structures and methods of making same |
| US9074379B2 (en) | 2013-03-15 | 2015-07-07 | Romeo Ilarian Ciuperca | Hybrid insulated concrete form and method of making and using same |
| US10065339B2 (en) | 2013-05-13 | 2018-09-04 | Romeo Ilarian Ciuperca | Removable composite insulated concrete form, insulated precast concrete table and method of accelerating concrete curing using same |
| US10220542B2 (en) | 2013-05-13 | 2019-03-05 | Romeo Ilarian Ciuperca | Insulated concrete battery mold, insulated passive concrete curing system, accelerated concrete curing apparatus and method of using same |
| AU2014315033A1 (en) | 2013-09-09 | 2016-03-31 | Romeo Ilarian Ciuperca | Insulated concrete slip form and method of accelerating concrete curing using same |
| US9574341B2 (en) | 2014-09-09 | 2017-02-21 | Romeo Ilarian Ciuperca | Insulated reinforced foam sheathing, reinforced elastomeric vapor permeable air barrier foam panel and method of making and using same |
| CN105350700A (en) * | 2015-09-28 | 2016-02-24 | 武汉大学 | High toughness masonry wall and preparation method |
| CA2956649A1 (en) | 2016-01-31 | 2017-07-31 | Romeo Ilarian Ciuperca | Self-annealing concrete forms and method of making and using same |
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|---|---|---|---|---|
| US3410044A (en) * | 1965-07-23 | 1968-11-12 | Contemporary Walls Ltd | Foamed plastic based construction elements |
| GB1169723A (en) * | 1966-03-22 | 1969-11-05 | Roher Bohm Ltd | Form for Cementitious Material |
| JPH0742279A (en) * | 1993-07-30 | 1995-02-10 | Shigekiyo Tsuge | Plastic foam, panel, and panel in three-layer structure |
| JPH07238651A (en) * | 1994-02-28 | 1995-09-12 | Tohoku Shizai Kogyo Kk | Wall panel |
| US5724782A (en) * | 1994-05-23 | 1998-03-10 | Rice; Ronald D. | System and method for constructing buildings (and other structures) capable of withstanding substantial natural forces |
| ES2127059B1 (en) | 1995-06-09 | 1999-11-16 | Redondo Pablo Pascual | CONSTRUCTIVE SYSTEM FOR LOADING WALLS. |
| DE29606867U1 (en) * | 1996-04-16 | 1996-07-25 | Reusing Dieter | Wall system for building walls with formwork elements that can be variably combined |
| ES2134172B1 (en) | 1998-01-21 | 2000-05-01 | Vivienda Imaginativa Sl | CONSTRUCTIVE SYSTEM FOR HOUSING AND SIMILAR. |
| ES2199063B1 (en) * | 2002-07-01 | 2005-06-01 | Robert Constant Vanhoutte | FORMWORK ELEMENT. |
| ES2235579B2 (en) | 2002-12-04 | 2007-04-01 | Us Built S.L. | PREFABRICATED FACADE OF NATURAL STONE TRANSVENTILATED. |
-
2006
- 2006-07-28 ES ES200601800U patent/ES1064034Y/en not_active Expired - Fee Related
-
2007
- 2007-07-28 EP EP07822874A patent/EP2065530A2/en not_active Withdrawn
- 2007-07-28 WO PCT/ES2007/000466 patent/WO2008012392A2/en active Application Filing
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013150166A1 (en) * | 2012-04-03 | 2013-10-10 | Teais, S.A. | Insulating construction panel comprising easy bonding and high mechanical strength, and use thereof in new constructions and rehabilitations |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2008012392A2 (en) | 2008-01-31 |
| WO2008012392A3 (en) | 2008-03-13 |
| EP2065530A2 (en) | 2009-06-03 |
| ES1064034Y (en) | 2007-05-01 |
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