ES2363673B1 - MODULAR STRUCTURE FOR THE FORMATION OF SUBMERGED FORMWORKS - Google Patents
MODULAR STRUCTURE FOR THE FORMATION OF SUBMERGED FORMWORKS Download PDFInfo
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- ES2363673B1 ES2363673B1 ES200931150A ES200931150A ES2363673B1 ES 2363673 B1 ES2363673 B1 ES 2363673B1 ES 200931150 A ES200931150 A ES 200931150A ES 200931150 A ES200931150 A ES 200931150A ES 2363673 B1 ES2363673 B1 ES 2363673B1
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- modules
- formwork
- submerged
- art
- concrete
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- 230000015572 biosynthetic process Effects 0.000 title claims abstract description 17
- 238000009415 formwork Methods 0.000 claims abstract description 21
- 238000010276 construction Methods 0.000 claims abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 230000000694 effects Effects 0.000 claims description 4
- 241001428397 Taito Species 0.000 claims 2
- LUTSRLYCMSCGCS-BWOMAWGNSA-N [(3s,8r,9s,10r,13s)-10,13-dimethyl-17-oxo-1,2,3,4,7,8,9,11,12,16-decahydrocyclopenta[a]phenanthren-3-yl] acetate Chemical compound C([C@@H]12)C[C@]3(C)C(=O)CC=C3[C@@H]1CC=C1[C@]2(C)CC[C@H](OC(=O)C)C1 LUTSRLYCMSCGCS-BWOMAWGNSA-N 0.000 claims 2
- 238000000034 method Methods 0.000 claims 2
- 230000001419 dependent effect Effects 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 claims 1
- 230000009182 swimming Effects 0.000 claims 1
- 230000000284 resting effect Effects 0.000 abstract 1
- 238000007493 shaping process Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D23/00—Caissons; Construction or placing of caissons
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/18—Foundations formed by making use of caissons
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Estructura modular para la formación de encofrados sumergidos.#Está destinada para formación de encofrados sumergidos y más específicamente para la construcción de zapatas de hormigón que actúan de base para las pilastras de puentes sobre lechos fluviales, marinos, aluviales, etc.#Se caracteriza porque comprende módulos (1-1') de doble pared que delimitan un espacio central (6) de contorno cerrado, a la vez que apoyan sobre una superficie horizontal, incluyendo el hueco intermedio (5) delimitado entre las paredes, exterior (2) e interior (3) de tales módulos (1-1?), unos arriostramientos internos (4) que soportan la presión de la masa de hormigón que se vierte en ese hueco intermedio (5), incluyendo medios de unión entre módulos adyacentes y también medios para nivelar y posicionar en altura los citados módulos (1).Modular structure for the formation of submerged formwork. # It is intended for the formation of submerged formwork and more specifically for the construction of concrete footings that act as a base for the pilasters of bridges on river beds, sea, alluvial, etc. # It is characterized because It comprises double wall modules (1-1 ') that delimit a central space (6) with a closed contour, while resting on a horizontal surface, including the intermediate gap (5) delimited between the walls, exterior (2) and interior (3) of such modules (1-1?), internal bracings (4) that withstand the pressure of the concrete mass that is poured into that intermediate hollow (5), including joining means between adjacent modules and also means to level and position the aforementioned modules (1).
Description
Estructura modular para la formación de encofrados sumergidos. Objeto de la invenciónModular structure for the formation of submerged formwork. Object of the invention
La presente invención, según se expresa en el enunciado de esta memoria descriptiva, se refiere a una estructura modular para la conformación de encofrados sumergidos, destinada más específicamente para la construcción de zapatas de hormigón que actúan de base para las pilastras de puentes sobre lechos fluviales, marinos, aluviales, etc. The present invention, as expressed in the statement of this specification, refers to a modular structure for shaping submerged formwork, more specifically intended for the construction of concrete footings that act as the basis for bridge pilasters on river beds. , marine, alluvial, etc.
Así pues, en determinadas circunstancias la generación de una zapata de hormigón en zonas de elevado nivel freático, cauces de ríos, lagos, etc.; requiere complejas y arduas tareas de encofrado para crear paredes de hormigón y desaguado de la zona interior donde se generará dicha zapata. Thus, in certain circumstances the generation of a concrete shoe in areas of high water table, riverbeds, lakes, etc .; It requires complex and arduous formwork tasks to create concrete walls and drains from the interior area where said shoe will be generated.
Para evitar estos inconvenientes citados que en ocasiones obliga a cambiar el desarrollo de la obra y/o ralentizar su ejecución por los problemas de hormigonado en zonas inundadas se ha desarrollado la estructura modular de la invención. Antecedentes de la invención In order to avoid these mentioned inconveniences that sometimes forces to change the development of the work and / or slow down its execution due to the problems of concreting in flooded areas, the modular structure of the invention has been developed. Background of the invention
En la actualidad para llevar a cabo la formación de encofrados sumergidos y más concretamente la formación de zapatas de hormigón que actúen de base para las pilastras de puente sobre lechos fluviales, marinos, aluviales, tal como se ha referido en el apartado anterior, en determinadas circunstancias la generación de una zapata de hormigón en zonas de elevado nivel freático, cauces de ríos, lagos, etc., requiere actualmente complejas y arduas tareas de encofrado para crear paredes de hormigón y desaguado de la zona interior donde se generará dicha zapata. Descripción de la invenciónAt present, to carry out the formation of submerged formwork and more specifically the formation of concrete footings that act as a basis for bridge pilasters on river beds, sea, alluvial beds, as referred to in the previous section, in certain circumstances the generation of a concrete shoe in areas of high water table, riverbeds, lakes, etc., currently requires complex and arduous formwork to create concrete walls and drained from the interior area where the shoe will be generated. Description of the invention
Con el fin de alcanzar los objetivos y evitar los inconvenientes mencionados en los apartados anteriores, la invención propone una estructura modular para la formación de encofrados sumergidos que se caracteriza porque comprende módulos de doble pared, con medios de unión entre ellos para conformar un contorno cerrado de paredes laterales de cualquier geometría que se precise, de manera que los distintos módulos de doble pared se unen mediante unos característicos medios. In order to achieve the objectives and avoid the drawbacks mentioned in the previous sections, the invention proposes a modular structure for the formation of submerged formwork characterized in that it comprises double wall modules, with joining means between them to form a closed contour of side walls of any geometry that is required, so that the different double wall modules are joined by means of characteristic means.
Así pues, la estructura modular está compuesta por piezas de doble pared arriostradas interiormente para soportar la presión del relleno interior de hormigón y acoplables entre sí, para formar un espacio central que coincidirá con la zapata a hormigonar. Thus, the modular structure is composed of double wall pieces braced internally to withstand the pressure of the interior concrete filling and attachable to each other, to form a central space that will coincide with the concrete footing.
Tal como se ha repreferido anteriormente, los módulos pueden generar cualquier geometría final comprendiendo medios de conexión entre los distintos módulos adyacentes. As previously described, the modules can generate any final geometry comprising connection means between the different adjacent modules.
El funcionamiento es sencillo al consistir en situar la estructura cerrada sobre una base pre-hormigonada The operation is simple because it consists of placing the closed structure on a pre-concreted base
o sin hormigonar, en cuyo caso la pared interior de los módulos será ligeramente más corta que la exterior, es decir, que el borde inferior de la citada pared interior estará separada del suelo a una altura determinada correspondiente con el espesor de la base de hormigón que se generará después, para dar así continuidad a la masa de hormigón. or without concreting, in which case the inner wall of the modules will be slightly shorter than the outer one, that is, that the lower edge of said inner wall will be separated from the floor at a certain height corresponding to the thickness of the concrete base which will be generated later, to give continuity to the concrete mass.
Posteriormente se vierte la masa de hormigón en el espacio intermedio delimitado entre las paredes de los módulos rellenando los laterales para formar una pared perimetral cerrada, y la base en el caso de que no exista el citado lecho pre-hormigonado. Subsequently, the concrete mass is poured into the intermediate space delimited between the walls of the modules by filling the sides to form a closed perimeter wall, and the base in the event that the aforementioned pre-concreted bed does not exist.
En ambos casos, logramos crear una estructura de hormigón a modo de cajón formado por paredes laterales y fondo, abierto superiormente y estanco, para el vertido y formación de la zapata, y cubierta lateralmente por la estructura del dispositivo en cuestión que queda perdido. In both cases, we managed to create a concrete structure as a drawer formed by side walls and bottom, open superior and tight, for the pouring and formation of the shoe, and covered laterally by the structure of the device in question that is lost.
Posteriormente, se procederá a extraer el agua y a efectuar las labores de trabajos en el interior, colocación de ferralla, descabezado de pilotes, o cualquier otra actividad tal como el encepado con unos pilotes. Subsequently, we will proceed to extract the water and carry out the work of work in the interior, placement of ferralla, headless of piles, or any other activity such as the pile-up.
A continuación para facilitar una mejor comprensión de esta memoria descriptiva y formando parte integrante de la misma, se acompañan unas figuras en las que con carácter ilustrativo y no limitativo se ha representado el objeto de la invención. Breve descripción de los dibujosIn order to facilitate a better understanding of this descriptive report and forming an integral part thereof, some figures are attached in which the object of the invention has been shown as an illustrative and non-limiting nature. Brief description of the drawings
Figura 1.-Muestra una vista en perspectiva de la estructura modular para la formación de encofrados sumergidos, objeto de la invención. Figure 1.- Shows a perspective view of the modular structure for the formation of submerged formwork, object of the invention.
Figura 2.-Muestra una vista en alzado de lo representado en la figura anterior. Figure 2.- Shows an elevation view of what is represented in the previous figure.
Figura 3.-Muestra una vista en planta de la estructura modular de la invención. Figure 3.- Shows a plan view of the modular structure of the invention.
Figura 4.-Muestra una vista en perspectiva de una parte superior de la estructura modular de la invención. Figure 4.- Shows a perspective view of an upper part of the modular structure of the invention.
Figura 5.-Muestra una vista en perspectiva de una parte inferior de la estructura modular de la invención. Descripción de la forma de realización preferidaFigure 5.- Shows a perspective view of a lower part of the modular structure of the invention. Description of the preferred embodiment
Considerando la numeración adoptada en las figuras, la estructura modular para la formación de encofrados sumergidos se determina a partir de unos módulos, rectos 1 y angulares 1’, de doble pared: exterior 2 e interior 3, con arriostramientos internos 4 para soportar la presión de la masa de hormigón que se verterá cuando corresponda en el hueco intermedio 5 delimitado entre tales paredes2y3delos módulos, una vez conformada toda la estructura modular de contorno cerrado que delimita un espacio central 6 que coincidirá con la zapata a hormigonar en correspondencia con el fondo de ese espacio central 6. Considering the numbering adopted in the fi gures, the modular structure for the formation of submerged formwork is determined from modules, straight 1 and angular 1 ', double-walled: exterior 2 and interior 3, with internal bracings 4 to withstand the pressure of the concrete mass that will be poured when appropriate in the intermediate gap 5 delimited between such walls2 and 3 of the modules, once the entire modular structure of closed contour is formed that delimits a central space 6 that will coincide with the shoe to be concreted in correspondence with the bottom of that central space 6.
Así pues, la estructura modular de contorno cerrado se puede situar en un primer caso sobre una base hormigonada7yenunsegundo caso sobre una superficie inferior 8 sin hormigonar para dar continuidad al hormigón correspondiente con el fondo del espacio central 6. En este segundo caso, las paredes internas 3 de los módulos 1 serán más cortas, de manera que su borde inferior estará situado por encima de esa superficie interior 8 sin hormigonar. Thus, the modular structure of closed contour can be placed in a first case on a concreted base7 and a second case on a lower surface 8 without concrete to give continuity to the corresponding concrete with the bottom of the central space 6. In this second case, the internal walls 3 of the modules 1 will be shorter, so that their lower edge will be located above that inner surface 8 without concrete.
A continuación, una vez armada la estructura modular de contorno cerrado, se procede al relleno de la masa de hormigón para rellenar el hueco intermedio 5 delimitado entre las dobles paredes 2 y 3 de los módulos 1 y también el lecho del fondo del espacio central 6 cuando se trata de la superficie inferior sin hormigonar. Then, once the modular contour structure is assembled, the concrete mass is filled to fill the intermediate gap 5 delimited between the double walls 2 and 3 of the modules 1 and also the bottom bed of the central space 6 when it comes to the lower surface without concrete.
En ambos casos, logramos crear una estructura de hormigón a modo de cajón formado por paredes laterales y fondo abierto superiormente y estanco, para el vertido formación de la zapata, y cubierta lateralmente por la estructura modular de la invención que quedará perdida. In both cases, we managed to create a concrete structure as a drawer formed by lateral walls and open bottom superiorly and tightly sealed, for the pouring formation of the shoe, and covered laterally by the modular structure of the invention that will be lost.
Posteriormente se procede a extraer el agua y a efectuar las labores de encepado con unos pilotes 9, tal como se ha referido en apartados anteriores. Subsequently, the water is extracted and the veneering work done with some piles 9, as mentioned in previous sections.
Por otro lado, las distintas paredes 2y3delos móOn the other hand, the different walls 2 and 3 of them
dulos 1-1’ cuentan con una pletinas extremas perpendiculares 10 que contactan entre sí cuando se montan módulos adyacentes 1-1’ incluyendo dichas pletinas extremas perpendiculares 10 perforaciones enfrentadas 11 para asegurar su fijación mediante elementos de sujeción no representados en las figuras. La fijación de las pletinas extremas perpendiculares 10 se refuerza mediante unas pequeñas cartelas 12. 1-1 ’modules have a perpendicular end plates 10 that contact each other when adjacent 1-1’ modules are mounted including said perpendicular end plates 10 facing holes 11 to ensure their fixation by means of fasteners not shown in the fi gures. The fixation of the perpendicular end plates 10 is reinforced by small brackets 12.
Para reforzar la unión entre módulos 1-1’ se han previsto pares de soportes superiores 13 provistos de orificios enfrentados 14 por donde se introducen unas varillas roscadas 15 donde se acoplan una tuerca 16 con interposición de una arandela 17. To reinforce the connection between modules 1-1 ', pairs of upper supports 13 are provided provided with facing holes 14 through which threaded rods 15 are inserted where a nut 16 is interposed with an interposition of a washer 17.
En la parte inferior de los módulos 1-1’ se han previsto unos tornillos verticales 18 acoplados en tuercas 19 solidarias de las paredes exteriores 2 de los módulos 1-1’ para nivelar y posicionar en altura relativamente los módulos entre sí. In the lower part of the modules 1-1 ’, vertical screws 18 are provided, coupled with nuts 19 integral to the outer walls 2 of the modules 1-1’ to level and position the modules relatively high.
Claims (5)
- --
- módulos (1-1’) de doble pared que delimitan un espacio central (6) de contorno cerrado, a la vez que apoyan sobre una superficie horizontal, incluyendo el hueco intermedio (5) delimitado entre las paredes, exterior (2) e interior (3) de tales módulos (1-1’), unos arriostramientos internos (4) que soportan la presión de la masa de hormigón que se vierte en ese hueco intermedio (5); double wall modules (1-1 ') that delimit a central space (6) with a closed contour, while supporting a horizontal surface, including the intermediate gap (5) delimited between the walls, exterior (2) and interior (3) of such modules (1-1 '), internal bracings (4) that withstand the pressure of the concrete mass that is poured into that intermediate gap (5);
- --
- medios de unión entre módulos adyacentes que comprenden al menos unas pletinas extremas perpendiculares (10) afectadas de perforaciones enfrentadas joining means between adjacent modules comprising at least one perpendicular end plates (10) affected by facing perforations
- (11) (eleven)
- por donde se introducen elementos de fijación; where fixing elements are introduced;
- (2) (2)
- de los distintos módulos (1-1’). of the different modules (1-1 ’).
- 3. 3.
- Estructura modular para la formación de encofrados sumergidos, según la reivindicación (1), caracterizada porque los bordes inferiores de las paredes exteriores (2) de los módulos (1-1’) están dispuestos en un plano inferior en correspondencia con la superficie horizontal de apoyo, mientras que los bordes inferiores de las paredes interiores (3) están dispuestos en un plano superior por encima de dicha superficie horizontal de apoyo de las paredes exteriores (2). Modular structure for the formation of submerged formwork, according to claim (1), characterized in that the lower edges of the outer walls (2) of the modules (1-1 ') are arranged in a lower plane in correspondence with the horizontal surface of support, while the lower edges of the inner walls (3) are arranged in an upper plane above said horizontal support surface of the outer walls (2).
- 4. Four.
- Estructura modular para la formación de encofrados sumergidos, según una cualquiera de las reivindicaciones anteriores, caracterizada porque los medios de unión entre módulos (1-1’) comprenden además unos soportes superiores (13) provistos de orificios enfrentados (14) por donde se introducen unas varillas roscadas (15) donde se acoplan unas tuercas Modular structure for the formation of submerged formwork, according to any one of the preceding claims, characterized in that the joining means between modules (1-1 ') further comprise upper supports (13) provided with opposite holes (14) through which they are introduced threaded rods (15) where nuts are attached
- Categoría Category
- Documentos citados Reivindicaciones afectadas Documents cited Claims Affected
- A TO
- JP 7217202 A (NIPPON KASETSU KK ) 15/08/1995, figuras & resumen de la base de datos WPI. Recuperado de EPOQUE; AN 1995-318345 1-4 JP 7217202 A (NIPPON KASETSU KK) 08/15/1995, figures & summary of the WPI database. Recovered from EPOQUE; AN 1995-318345 1-4
- A TO
- FR 2570416 A1 (BUYSE ANDRE ) 21/03/1986, página 2, línea 37 -página 3, línea 28; figuras 1-4 FR 2570416 A1 (BUYSE ANDRE) 03/21/1986, page 2, line 37 -page 3, line 28; figures 1-4
- A TO
- CN 101368389 A (5TH ENGINEERING CO LTD ) 18/02/2009, figuras & resumen de la base de datos WPI. Recuperado de EPOQUE; AN 2009-G00911 1-4 CN 101368389 A (5TH ENGINEERING CO LTD) 02/18/2009, figures & summary of the WPI database. Recovered from EPOQUE; AN 2009-G00911 1-4
- A TO
- JP 59138622 A (ABE MINORU ) 09/08/1984, figuras & resumen de la base de datos EPODOC. Recuperado de EPOQUE; AN JP-1357183-A 1-4 JP 59138622 A (ABE MINORU) 08/09/1984, figures & summary of the EPODOC database. Recovered from EPOQUE; AN JP-1357183-A 1-4
- A TO
- JP 2000178973 A (TAITO SEIKO KK ) 27/06/2000, figuras & resumen de la base de datos WPI. Recuperado de EPOQUE; AN 2000-459815 1-4 JP 2000178973 A (TAITO SEIKO KK) 06/27/2000, figures & summary of the WPI database. Recovered from EPOQUE; AN 2000-459815 1-4
- Categoría de los documentos citados X: de particular relevancia Y: de particular relevancia combinado con otro/s de la misma categoría A: refleja el estado de la técnica O: referido a divulgación no escrita P: publicado entre la fecha de prioridad y la de presentación de la solicitud E: documento anterior, pero publicado después de la fecha de presentación de la solicitud Category of the documents cited X: of particular relevance Y: of particular relevance combined with other / s of the same category A: reflects the state of the art O: refers to unwritten disclosure P: published between the priority date and the date of priority submission of the application E: previous document, but published after the date of submission of the application
- El presente informe ha sido realizado • para todas las reivindicaciones • para las reivindicaciones nº: This report has been prepared • for all claims • for claims no:
- Fecha de realización del informe 26.07.2011 Date of realization of the report 26.07.2011
- Examinador L. Belda Soriano Página 1/4 Examiner L. Belda Soriano Page 1/4
- Novedad (Art. 6.1 LP 11/1986) Novelty (Art. 6.1 LP 11/1986)
- Reivindicaciones Reivindicaciones 1-4 SI NO Claims Claims 1-4 IF NOT
- Actividad inventiva (Art. 8.1 LP11/1986) Inventive activity (Art. 8.1 LP11 / 1986)
- Reivindicaciones Reivindicaciones 1-4 SI NO Claims Claims 1-4 IF NOT
- Documento Document
- Número Publicación o Identificación Fecha Publicación Publication or Identification Number publication date
- D01 D01
- JP 7217202 A (NIPPON KASETSU KK ) 15.08.1995 JP 7217202 A (NIPPON KASETSU KK) 15.08.1995
- D02 D02
- FR 2570416 A1 (BUYSE ANDRE ) 21.03.1986 FR 2570416 A1 (BUYSE ANDRE) 21.03.1986
- D03 D03
- CN 101368389 A (5TH ENGINEERING CO LTD ) 18.02.2009 CN 101368389 A (5TH ENGINEERING CO LTD) 02/18/2009
- D04 D04
- JP 59138622 A (ABE MINORU ) 09.08.1984 JP 59138622 A (ABE MINORU) 09.08.1984
- D05 D05
- JP 2000178973 A (TAITO SEIKO KK ) 27.06.2000 JP 2000178973 A (TAITO SEIKO KK) 27.06.2000
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES200931150A ES2363673B1 (en) | 2009-12-11 | 2009-12-11 | MODULAR STRUCTURE FOR THE FORMATION OF SUBMERGED FORMWORKS |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES200931150A ES2363673B1 (en) | 2009-12-11 | 2009-12-11 | MODULAR STRUCTURE FOR THE FORMATION OF SUBMERGED FORMWORKS |
Publications (2)
Publication Number | Publication Date |
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ES2363673A1 ES2363673A1 (en) | 2011-08-11 |
ES2363673B1 true ES2363673B1 (en) | 2012-06-12 |
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ES200931150A Active ES2363673B1 (en) | 2009-12-11 | 2009-12-11 | MODULAR STRUCTURE FOR THE FORMATION OF SUBMERGED FORMWORKS |
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Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59138622A (en) * | 1983-01-28 | 1984-08-09 | Minoru Abe | Construction work of underwater concrete foundation |
FR2570416A1 (en) * | 1984-09-19 | 1986-03-21 | Buyse Andre | Permanent formwork element for the construction of vertical walls, particularly submerged ones, and its method of use |
JP2649322B2 (en) * | 1994-02-02 | 1997-09-03 | 日本仮設株式会社 | Opening and closing device for working form made of square concrete block |
JP2000178973A (en) * | 1998-12-14 | 2000-06-27 | Taito Seiko Kk | Formwork for pouring concrete underwater |
CN101368389B (en) * | 2008-09-24 | 2010-06-02 | 中铁大桥局集团第五工程有限公司 | Single and double-wall combined steel cofferdam construction method and its single and double-wall combined steel cofferdam |
-
2009
- 2009-12-11 ES ES200931150A patent/ES2363673B1/en active Active
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