ES2310138B1 - METHOD OF MANUFACTURE OF DOUBLE CONCRETE WALL PANELS. - Google Patents
METHOD OF MANUFACTURE OF DOUBLE CONCRETE WALL PANELS. Download PDFInfo
- Publication number
- ES2310138B1 ES2310138B1 ES200701582A ES200701582A ES2310138B1 ES 2310138 B1 ES2310138 B1 ES 2310138B1 ES 200701582 A ES200701582 A ES 200701582A ES 200701582 A ES200701582 A ES 200701582A ES 2310138 B1 ES2310138 B1 ES 2310138B1
- Authority
- ES
- Spain
- Prior art keywords
- concrete
- mesh
- layer
- vertical structures
- plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 27
- 238000000034 method Methods 0.000 title description 12
- 239000011810 insulating material Substances 0.000 claims abstract description 13
- 238000000926 separation method Methods 0.000 claims description 2
- 238000003466 welding Methods 0.000 claims description 2
- 239000010410 layer Substances 0.000 description 25
- 230000015572 biosynthetic process Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000004793 Polystyrene Substances 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229920002223 polystyrene Polymers 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000012212 insulator Substances 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
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
- E04C2/044—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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/028—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members for double - wall articles
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Panels For Use In Building Construction (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Laminated Bodies (AREA)
Abstract
Método de fabricación de paneles de doble pared de hormigón, según el cual en el fondo de un molde (1) se vierte una capa de hormigón (4), cubriendo un mallazo (2) y la parte extrema inferior de unas estructuras verticales (3) de varillas, vertiéndose luego en la parte superior del molde, sobre una placa (7) de material aislante que se dispone a una cierta altura sobre las estructuras verticales (3), una segunda capa de hormigón (10), con la cual se cubre un tercer mallazo (9) incorporado en la parte extrema superior de las estructuras verticales (3), dejándose curar las dos capas de hormigón (4) y (10) a la vez.Double Wall Panel Manufacturing Method of concrete, according to which at the bottom of a mold (1) a concrete layer (4), covering a mesh (2) and the end part bottom of vertical rod structures (3), then pouring on top of the mold, on a plate (7) of insulating material that is disposed at a certain height above the vertical structures (3), a second layer of concrete (10), with which a third mesh (9) incorporated in the part is covered upper end of the vertical structures (3), letting it heal the two layers of concrete (4) and (10) at the same time.
Description
Método de fabricación de paneles de doble pared de hormigón.Double Wall Panel Manufacturing Method of concrete.
La presente invención está relacionada con el
ámbito de la construcción, proponiendo un método de fabricación de
paneles prefabricados con doble pared de hormigón, que permite la
realización de dichos paneles con curado a la vez de las dos capas
de hormigón componentes del panel y manteniendo fija la posición
del panel durante todo el proceso de la fabrica-
ción.The present invention is related to the field of construction, proposing a method of manufacturing prefabricated panels with double concrete wall, which allows the realization of said panels with curing at the same time of the two layers of concrete components of the panel and keeping fixed the position of the panel during the entire manufacturing process
tion.
En el campo de la construcción es conocida la utilización de paneles prefabricados de doble pared de hormigón, los cuales se utilizan como elementos verticales de carga, empleándose para muros de contención, cerramientos con función resistente y aplicaciones semejantes.In the field of construction the use of prefabricated concrete double wall panels, which are used as vertical load elements, used for retaining walls, enclosures with function resistant and similar applications.
Dichos paneles de doble pared de hormigón se forman con dos capas de hormigón paralelas y unidas mediante armaduras metálicas con una cierta separación entre ellas, de manera que el conjunto así formado es de fácil instalación en las obras de aplicación, en donde se llena la cámara intermedia con un vertido de hormigón que une las dos placas del panel prefabricado, determinando una pared compacta en todo el grosor, que resulta de gran resistencia.These double concrete wall panels are formed with two layers of concrete parallel and joined by metal armor with a certain separation between them, of so that the set thus formed is easy to install in the application works, where the intermediate chamber is filled with a concrete pouring that joins the two prefabricated panel plates, determining a compact wall throughout the thickness, which results from great resistance
La fabricación de esos paneles prefabricados de doble pared resulta sin embargo lenta y costosa, ya que primero hay que realizar una de las capas de hormigón, incorporando unidas a ella las armaduras metálicas de la estructuración del panel, y ese conjunto en formación se tiene que dejar en espera hasta que fragüe el hormigón de la capa formada, para luego voltear el conjunto en formación con el fin de poder realizar la segunda capa de hormigón, la cual se tiene que dejar fraguar a su vez antes de poder manipular el panel.The manufacture of those prefabricated panels of double wall is however slow and expensive, since first there is to make one of the concrete layers, incorporating joined to she the metal trusses of the panel structuring, and that set in formation must be left on hold until it sets the concrete of the formed layer, then flip the assembly into formation in order to be able to make the second layer of concrete, which must be set in turn before being able to manipulate the panel
La necesidad de formar primero una de las capas de hormigón y luego la otra, con tiempo de espera hasta que el hormigón de la primera capa esté curado, antes de realizar la segunda capa, hace que el proceso de la fabricación de estos paneles sea muy largo, por lo que la producción resulta muy baja, y además la necesidad de tener que voltear el panel para formar la segunda capa de hormigón, conlleva dificultades y riesgos importantes.The need to first form one of the layers of concrete and then the other, with waiting time until the concrete of the first layer is cured, before making the second layer, makes the manufacturing process of these panels are very long, so production is very low, and also the need to have to flip the panel to form the second layer of concrete, entails difficulties and risks important.
De acuerdo con la invención se propone un método de fabricación de los mencionados paneles de doble pared de hormigón, el cual se desarrolla según unas características de realización que permiten realizar todo el panel sin esperas intermedias y en una misma posición, permitiendo así un proceso rápido y sin las dificultades de voltear el panel en la fabricación.According to the invention, a method is proposed. of manufacturing the aforementioned double wall panels of concrete, which develops according to characteristics of realization that allow the entire panel to be made without waiting intermediate and in the same position, thus allowing a process fast and without the difficulties of flipping the panel in the manufacturing.
Este método objeto de la invención consiste en disponer en un molde de fabricación de los paneles un mallazo inferior y unidas a él unas estructuras verticales de varillas, vertiéndose en el fondo del molde una capa de hormigón cubriendo el mallazo y los extremos inferiores de las estructuras verticales de varillas, de manera en esa disposición se coloca sobre las estructuras verticales de varillas otro mallazo a una cierta altura, sobre el cual se dispone una placa de material aislante, tal como poliestireno, y a continuación en la parte superior sobre las mismas estructuras verticales un tercer mallazo, vertiéndose sobre la placa de material aislante una segunda capa de hormigón cubriendo el mallazo superior y los extremos de las estructuras verticales de varillas.This method object of the invention consists of arrange a mesh in a panel manufacturing mold lower and attached to it vertical rod structures, pouring into the bottom of the mold a layer of concrete covering the mesh and the lower ends of the vertical structures of rods, so that arrangement is placed on the vertical rod structures another mesh to a certain height, on which an insulating material plate is arranged, such as polystyrene, and then on top over the same vertical structures a third mesh, pouring on the insulating material plate a second layer of concrete covering the upper mesh and the ends of the structures Vertical rods.
En tales condiciones, las dos capas de hormigón componentes del panel se pueden dejar curar al mismo tiempo, con lo cual el proceso de la fabricación solo requiere el tiempo de un curado y por lo tanto la obtención del panel de doble pared terminado resulta mucho más rápida que con el método convencional en el que los curados de las dos capas de hormigón no pueden ser simultáneos.Under such conditions, the two layers of concrete Panel components can be allowed to cure at the same time, so which the manufacturing process only requires the time of one curing and therefore obtaining the double wall panel finished is much faster than with the conventional method in which the curing of the two layers of concrete cannot be simultaneous.
Con este método de la invención el panel se mantiene además en la misma posición durante todo el proceso de la fabricación, sin necesidad de tener que voltearle, ya que la primera capa de hormigón se deposita sobre el fondo del molde y la segunda capa de hormigón sobre la placa de material aislante que se dispone soportada sobre las estructuras verticales de varillas, eliminando así las dificultades e inconvenientes del volteo del panel.With this method of the invention the panel is it also maintains the same position throughout the entire process of the manufacturing, without having to flip it, since the first layer of concrete is deposited on the bottom of the mold and the second layer of concrete on the insulating material plate that it has supported on the vertical structures of rods, thus eliminating the difficulties and inconveniences of turning the panel.
Para la fabricación de los paneles de doble pared según este método de la invención, se prevé un molde provisto con un saliente en la parte interior de sus paredes laterales, determinando unos asientos sobre los que se apoya por sus laterales la placa de material aislante, con lo cual se establece un cierre entre el molde y la placa de material aislante que evita el paso del hormigón de la capa superior por entre ambos, al mismo tiempo que se logra la resistencia necesaria de la placa de material aislante para soportar el hormigón de dicha capa superior, sin que el mallazo sobre el que se apoya esa placa de material aislante tenga que llegar hasta el borde, en donde podría causar dificultades para la colocación del panel de doble pared en su montaje de aplicación.For the manufacture of double panels wall according to this method of the invention, a mold is provided provided with a projection on the inside of its walls lateral, determining seats on which it rests on the sides of the insulating material plate, with which establishes a closure between the mold and the insulating material plate which prevents the passage of concrete from the top layer between them, at the same time that the necessary resistance of the plate is achieved of insulating material to support the concrete of said layer upper, without the mesh on which that plate rests insulating material have to reach the edge where it could cause difficulties for the placement of the double wall panel in Your application assembly.
Por todo ello, el método de la invención resulta de unas características ciertamente ventajosas, adquiriendo vida propia y carácter preferente para la función de fabricación de los paneles de doble pared de hormigón a la que se halla destinado.Therefore, the method of the invention results of certainly advantageous characteristics, acquiring life own and preferred character for the manufacturing function of the concrete double wall panels to which it is intended.
La figura 1 muestra en sección un panel de doble pared dentro del molde de fabricación según el método de la invención.Figure 1 shows in section a double panel wall inside the manufacturing mold according to the method of invention.
La figura 2 en una vista parcial en sección de la primera fase de fabricación del panel de doble pared según la invención.Figure 2 in a partial sectional view of the first phase of manufacturing the double wall panel according to the invention.
La figura 3 es una vista parcial en sección de una fase intermedia de la fabricación del panel de doble pared según la invención.Figure 3 is a partial sectional view of an intermediate phase of double wall panel manufacturing according to the invention.
El objeto de la invención se refiere a un método de fabricación de paneles de doble pared de hormigón, con unas características que permiten un proceso rápido y en condiciones de muy fácil ejecución.The object of the invention relates to a method of manufacture of double concrete wall panels, with some features that allow a quick process and in conditions of Very easy execution.
El método de la invención consiste en disponer, dentro de un molde (1) de formación del panel a realizar, un mallazo (2) en el fondo, y asociadas a dicho mallazo unas estructuras verticales (3) de varillas, depositándose, una vez así, una capa de hormigón (4), con la que se cubre el mallazo (2) y la parte extrema inferior de las estructuras verticales (3), como muestra la figura 2.The method of the invention consists in arranging, within a mold (1) of formation of the panel to be performed, a mesh (2) at the bottom, and associated with said mesh vertical structures (3) of rods, depositing, once like this, a layer of concrete (4), with which the mesh (2) and the lower end of vertical structures (3), such as show figure 2.
Después de depositado el hormigón de la mencionada capa (4), sobre las estructuras verticales (3) se dispone a una cierta altura un segundo mallazo (5), para lo cual en las estructuras verticales (3) se incorpora un segundo mallazo (5).After deposited the concrete of the mentioned layer (4), on the vertical structures (3) is it has a second mesh (5) at a certain height, for which in the vertical structures (3) a second mesh is incorporated (5).
Sobre el mencionado segundo mallazo (5) se coloca seguidamente una placa (7) de material aislante, tal como poliestireno u otro material similar, la cual se apoya en el mallazo (5), haciendo pasar a través de dicha placa (7) las partes extremas superiores de las estructuras verticales (3), como muestra la figura 3.On the mentioned second mesh (5) is then place a plate (7) of insulating material, such as polystyrene or other similar material, which relies on the mesh (5), passing through said plate (7) the parts upper ends of vertical structures (3), as shown Figure 3
Para colocar la placa (7) sobre el mallazo (5), dicha placa (7) puede ir provista con aberturas destinadas para el paso de las partes extremas superiores de las estructuras verticales (3); pero también, sin que ello altere el concepto, se puede utilizar una placa (7) sin aberturas, haciendo pasar de manera forzada a través de ella las partes extremas superiores de las estructuras verticales (3), rompiendo el material de dicha placa (7) mediante la inserción forzada de las mencionadas partes extremas superiores de las estructuras verticales (3).To place the plate (7) on the mesh (5), said plate (7) may be provided with openings intended for the passage of the upper end parts of the structures vertical (3); but also, without altering the concept, you can use a plate (7) without openings, passing from forced way through it the upper end parts of the vertical structures (3), breaking the material of said plate (7) by forced insertion of said parts upper ends of vertical structures (3).
En las partes extremas superiores de las estructuras verticales (3) se incorporan luego, mediante atado, soldadura o cualquier otra forma de sujeción, otras varillas longitudinales (8), sobre las cuales se sujeta un tercer mallazo (9).In the upper extreme parts of the vertical structures (3) are then incorporated, by tying, welding or any other form of fastening, other rods longitudinal (8), on which a third mesh is held (9).
Una vez así, sobre la placa (7) se vierte otra capa de hormigón (10), con la cual se cubre la parte extrema superior de las estructuras verticales (3) junto con el tercer mallazo (9), y en esa disposición se deja fraguar a la vez el hormigón de la primera capa (4) depositada en la parte inferior y el hormigón de esta segunda capa (10) depositada sobre la placa (7), obteniéndose de este modo la formación de un panel de doble pared de hormigón en el tiempo de fraguado de una sola capa de hormigón, ya que el curado de las dos capas componentes (4) y (10) del panel de doble pared, se produce al mismo tiempo y sin variar la posición del panel.Once like this, another one is poured onto the plate (7) concrete layer (10), with which the end part is covered upper vertical structures (3) together with the third mesh (9), and in that arrangement it is allowed to set at the same time the concrete of the first layer (4) deposited at the bottom and the concrete of this second layer (10) deposited on the plate (7), thus obtaining the formation of a double panel concrete wall in the setting time of a single layer of concrete, since the curing of the two component layers (4) and (10) Double wall panel, it is produced at the same time and without varying the position of the panel.
Para la aplicación del método de fabricación preconizado, se prevé la utilización de un molde (1) con sus paredes laterales provistas de un resalte (6) en la cara interior, de manera que dicho resalte (6) determina en las mencionadas paredes un escalón de asiento para apoyar la placa (7) de material aislante, como se observa en las figuras 1 y 3, con lo cual se facilita la resistencia de dicha placa (7) para soportar el hormigón de la capa superior (10) durante la fabricación del panel de doble pared, y además el mallazo (5) puede quedar un tanto remetido respecto del borde lateral del panel de doble pared que se forma, evitando con ello que pueda suponer algún estorbo para la colocación de dicho panel de doble pared para el montaje de aplicación en las obras de construcción.For the application of the manufacturing method recommended, the use of a mold (1) with its side walls provided with a projection (6) on the inner face, so that said highlight (6) determines in the aforementioned walls a seat step to support the plate (7) of material insulator, as seen in figures 1 and 3, which facilitates the resistance of said plate (7) to support the concrete top layer (10) during panel manufacturing double wall, and also the mesh (5) can be somewhat tucked into the side edge of the double wall panel that form, avoiding with it that it can suppose some hindrance to the placement of said double wall panel for mounting Application in construction works.
El apoyo de la placa (7) sobre esos resaltes (6) de las paredes del molde (1), determina también un cierre entre ambos que evita de un modo efectivo el paso del hormigón fluido que se vierte para formar la capa (10) en la fabricación del panel de doble pared.The support of the plate (7) on these projections (6) of the walls of the mold (1), also determines a closure between both that effectively prevents the passage of fluid concrete that is poured to form the layer (10) in the manufacture of the panel double wall.
Claims (4)
Priority Applications (11)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES200701582A ES2310138B1 (en) | 2007-06-08 | 2007-06-08 | METHOD OF MANUFACTURE OF DOUBLE CONCRETE WALL PANELS. |
| BRPI0814245-9A2A BRPI0814245A2 (en) | 2007-06-08 | 2008-06-04 | CONCRETE DOUBLE WALL PANEL MANUFACTURING METHOD |
| RU2009149436/03A RU2009149436A (en) | 2007-06-08 | 2008-06-04 | METHOD FOR PRODUCING TWO-LAYERED CONCRETE PANELS |
| CA2690147A CA2690147A1 (en) | 2007-06-08 | 2008-06-04 | Method for production of concrete double-wall panels |
| PCT/ES2008/000399 WO2008148910A1 (en) | 2007-06-08 | 2008-06-04 | Method for production of concrete double-wall panels |
| MX2009013233A MX2009013233A (en) | 2007-06-08 | 2008-06-04 | Method for production of concrete double-wall panels. |
| EP08775427A EP2153959A1 (en) | 2007-06-08 | 2008-06-04 | Method for production of concrete double-wall panels |
| US12/451,916 US20100117249A1 (en) | 2007-06-08 | 2008-06-04 | Method for production of concrete double-wall panels |
| TNP2009000505A TN2009000505A1 (en) | 2007-06-08 | 2009-11-30 | Method for production of concrete double wall panels |
| CR11138A CR11138A (en) | 2007-06-08 | 2009-12-02 | METHOD OF MANUFACTURE OF DOUBLE CONCRETE WALL PANELS |
| MA32494A MA31512B1 (en) | 2007-06-08 | 2010-01-07 | METHOD FOR MANUFACTURING DOUBLE-WALL CONCRETE PANELS |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES200701582A ES2310138B1 (en) | 2007-06-08 | 2007-06-08 | METHOD OF MANUFACTURE OF DOUBLE CONCRETE WALL PANELS. |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| ES2310138A1 ES2310138A1 (en) | 2008-12-16 |
| ES2310138B1 true ES2310138B1 (en) | 2009-09-22 |
Family
ID=40084598
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES200701582A Expired - Fee Related ES2310138B1 (en) | 2007-06-08 | 2007-06-08 | METHOD OF MANUFACTURE OF DOUBLE CONCRETE WALL PANELS. |
Country Status (11)
| Country | Link |
|---|---|
| US (1) | US20100117249A1 (en) |
| EP (1) | EP2153959A1 (en) |
| BR (1) | BRPI0814245A2 (en) |
| CA (1) | CA2690147A1 (en) |
| CR (1) | CR11138A (en) |
| ES (1) | ES2310138B1 (en) |
| MA (1) | MA31512B1 (en) |
| MX (1) | MX2009013233A (en) |
| RU (1) | RU2009149436A (en) |
| TN (1) | TN2009000505A1 (en) |
| WO (1) | WO2008148910A1 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2308934B1 (en) * | 2007-05-29 | 2009-09-25 | Navarra Intelligent Concrete System, S.L | AUTOMATIC BUILDING CONSTRUCTION SYSTEM. |
| CN103770218B (en) * | 2013-11-29 | 2017-01-18 | 中交第二航务工程局有限公司 | Segment matching and prefabricating method for large-scale standardized structural element |
| US20160312466A1 (en) * | 2014-10-10 | 2016-10-27 | Norfa Enterprises Pty Ltd. | Components for masonry construction |
| KR102000534B1 (en) * | 2017-11-03 | 2019-07-17 | 한국건설기술연구원 | Construction method using textile reinforcing panel of high durability for combined usage of permanent form |
| CN111037741B (en) * | 2019-12-25 | 2021-02-09 | 郴州市长信住工科技有限公司 | Manufacturing method of assembled reinforced concrete prefabricated plate |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2399514A2 (en) * | 1976-08-12 | 1979-03-02 | Joannes Andre | Permanent formwork panel of insulating material - is for concrete floor has bar reinforcement and mesh now added to top surface to improve strength |
| BE855262A (en) * | 1977-06-01 | 1977-12-01 | Houben Ludovicus | PROCEDURE FOR MANUFACTURING PREFABRICATED Cavity Walls, Cavity Walls Obtained BY APPLYING THIS PROCEDURE AND TOOLS USED IN THIS PROCESS |
| FR2681357A1 (en) * | 1991-09-12 | 1993-03-19 | Beaupere Gerard | Prefabricated panel with concrete facing, method for manufacturing it and building module formed of such panels |
| DE19805571C2 (en) * | 1998-02-12 | 2003-10-16 | Syspro Gruppe Betonbauteile E | Structural concrete member |
| DE29812140U1 (en) * | 1998-07-08 | 1998-12-10 | Thieringer, Werner, 78662 Bösingen | Heat-insulated concrete cavity wall with variable, material-related intermediate insulation |
| ATE268846T1 (en) * | 1998-12-17 | 2004-06-15 | Glatthaar Fertigkellerbau Gmbh | METHOD FOR PRODUCING A PREFABRICATED WALL PART FOR THE CREATION OF BUILDING WALLS |
| US6263638B1 (en) * | 1999-06-17 | 2001-07-24 | Composite Technologies Corporation | Insulated integral concrete wall forming system |
| FR2835272B1 (en) * | 2002-01-25 | 2004-12-24 | Didier Helmstetter | INSULATING WALL DEVICE AND METHOD FOR THE PRODUCTION THEREOF |
| DE10324760A1 (en) * | 2003-05-26 | 2004-12-30 | Construction Systems Marketing Gmbh | Wall component used in the building industry comprises concrete layers with an insulating layer assigned to one of the concrete layers, and connecting elements |
| DE102005006449B4 (en) * | 2005-02-12 | 2008-01-31 | Syspro-Gruppe Betonbauteile E.V. | Lattice girder for a wall element consisting of precast concrete slabs |
-
2007
- 2007-06-08 ES ES200701582A patent/ES2310138B1/en not_active Expired - Fee Related
-
2008
- 2008-06-04 CA CA2690147A patent/CA2690147A1/en not_active Abandoned
- 2008-06-04 EP EP08775427A patent/EP2153959A1/en not_active Withdrawn
- 2008-06-04 MX MX2009013233A patent/MX2009013233A/en not_active Application Discontinuation
- 2008-06-04 RU RU2009149436/03A patent/RU2009149436A/en not_active Application Discontinuation
- 2008-06-04 WO PCT/ES2008/000399 patent/WO2008148910A1/en active Application Filing
- 2008-06-04 BR BRPI0814245-9A2A patent/BRPI0814245A2/en not_active Application Discontinuation
- 2008-06-04 US US12/451,916 patent/US20100117249A1/en not_active Abandoned
-
2009
- 2009-11-30 TN TNP2009000505A patent/TN2009000505A1/en unknown
- 2009-12-02 CR CR11138A patent/CR11138A/en not_active Application Discontinuation
-
2010
- 2010-01-07 MA MA32494A patent/MA31512B1/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| BRPI0814245A2 (en) | 2015-01-06 |
| EP2153959A1 (en) | 2010-02-17 |
| ES2310138A1 (en) | 2008-12-16 |
| US20100117249A1 (en) | 2010-05-13 |
| WO2008148910A1 (en) | 2008-12-11 |
| MX2009013233A (en) | 2010-03-18 |
| CR11138A (en) | 2010-01-21 |
| TN2009000505A1 (en) | 2011-03-31 |
| RU2009149436A (en) | 2011-07-20 |
| CA2690147A1 (en) | 2008-12-11 |
| MA31512B1 (en) | 2010-07-01 |
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