ES2304071A1 - Method of assembly of formwork for the forged of beams and voladizos between pillars. (Machine-translation by Google Translate, not legally binding) - Google Patents
Method of assembly of formwork for the forged of beams and voladizos between pillars. (Machine-translation by Google Translate, not legally binding) Download PDFInfo
- Publication number
- ES2304071A1 ES2304071A1 ES200402366A ES200402366A ES2304071A1 ES 2304071 A1 ES2304071 A1 ES 2304071A1 ES 200402366 A ES200402366 A ES 200402366A ES 200402366 A ES200402366 A ES 200402366A ES 2304071 A1 ES2304071 A1 ES 2304071A1
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- Prior art keywords
- pillars
- supports
- support
- forging
- beams
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Links
- 238000009415 formwork Methods 0.000 title claims abstract description 23
- 238000000034 method Methods 0.000 title claims abstract description 18
- 238000005242 forging Methods 0.000 claims abstract description 23
- 230000006978 adaptation Effects 0.000 claims abstract description 8
- 239000002184 metal Substances 0.000 claims description 13
- 238000004873 anchoring Methods 0.000 claims description 6
- 206010011224 Cough Diseases 0.000 claims 1
- 230000000284 resting effect Effects 0.000 claims 1
- 125000006850 spacer group Chemical group 0.000 claims 1
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Description
Procedimiento de montaje de encofrados para el forjado de vigas y voladizos entre pilares.Formwork assembly procedure for the forged beams and overhangs between pillars.
La presente invención se refiere a un procedimiento de montaje de encofrados para el forjado de vigas y voladizos entre pilares, que aporta esenciales características de novedad y notables ventajas con respecto a los medios conocidos y utilizados en el estado actual de la técnica, en relación con este tipo de montajes y para asegurar las horcas y las barandillas de los medios de seguridad para los operarios que realizan este tipo de operaciones.The present invention relates to a formwork assembly procedure for the forging of beams and cantilevers between pillars, which provides essential characteristics of novelty and notable advantages over known media and used in the current state of the art, in relation to this type of assemblies and to secure the forks and railings of the security means for operators who perform this type of operations.
En líneas generales, la invención ha desarrollado un procedimiento que comprende medios para la realización de una superficie continua de trabajo provista de los correspondientes medios de seguridad a ambos lados de la superficie de trabajo, para que pueda realizarse con seguridad el forjado de las vigas entre pilares.In general, the invention has developed a procedure comprising means for realization of a continuous work surface provided with corresponding safety means on both sides of the surface of work, so that the forging of the beams between pillars.
Más concretamente, la invención consiste en un
procedimiento de montaje de encofrados para el forjado de vigas y
voladizos entre pilares, a base de una serie de soportes
transversales para las sopandas de sustentación de los paneles
metálicos que van a componer los diferentes pisos del montaje para
el encofrado final de las vigas o de los voladizos entre pilares y
en cuyos laterales de los pisos se dispondrán soportes regulables
para la sustentación de las barandillas de seguridad y también para
el anclaje de las
horcas.More specifically, the invention consists of a method of assembling formwork for the forging of beams and overhangs between pillars, based on a series of transverse supports for the support sockets of the metal panels that will compose the different floors of the assembly for the final formwork of the beams or overhangs between pillars and on whose sides of the floors there will be adjustable supports for the support of the safety rails and also for the anchoring of the
gallows
La fijación de los medios de seguridad a base de horcas y barandillas en la realización de forjados, se realiza por los operarios de forma general cuando se está realizando el forjado, de tal manera que hasta la finalización de éste, no existe en realidad ningún tipo seguro de protección contra el riesgo de caída, con lo que los operarios no disponen de los oportunos medios de seguridad situados de una manera estable antes de la realización del forjado.Fixing security means based on jibs and railings in the realization of slabs, is done by operators in general when the forged, so that until the end of it, there is no really no insurance type of protection against the risk of fall, so that operators do not have the appropriate means of security located in a stable way before the realization of the floor.
La presente invención consiste en un procedimiento a base de unos soportes apoyados en puntales, para las sopandas y paneles metálicos, que además de comprender medios de fijación a los pilares entre los que se va a realizar el forjado de la viga o del voladizo entre pilares, también dispone además de las sopandas y paneles metálicos, de medios para fijar los soportes de las barandillas y horcas de seguridad con anterioridad a la realización del forjado de la viga o del voladizo entre pilares.The present invention consists of a procedure based on supports supported on struts, for the sopandas and metallic panels, that besides understanding means fixing to the pillars between which the slab is going to be made of the beam or cantilever between pillars, it also has the sopandas and metallic panels, of means to fix the supports of the railings and safety gallows before the realization of the forging of the beam or the overhang between pillars
Concretamente, los soportes se constituyen mediante tramos tubulares rectos susceptibles de disponer de medios de fijación y adaptación a los pilares entre los que se va a realizar el forjado de la viga o del voladizo y que disponen además en sus extremos de medios de anclaje para la sujeción de las horcas y las barandillas de los medios de seguridad.Specifically, the supports are constituted by means of straight tubular sections capable of having means of fixation and adaptation to the pillars between which it is going to make the forging of the beam or cantilever and also have at its ends of anchoring means for fixing the jibs and the rails of the security means.
Todo ello se explicará con mayor detalle a lo largo de la descripción que a continuación sigue.All this will be explained in greater detail to what throughout the description that follows.
La descripción del objeto de la invención se realizará en base a los dibujos que se acompañan, en los que a título de ejemplo y sin carácter limitativo alguno por lo tanto, se ha representado una forma preferida de realización.The description of the object of the invention is will be based on the accompanying drawings, in which title of example and without any limiting character therefore has represented a preferred embodiment.
En tales dibujos se ha representado lo siguiente:Such drawings have represented what next:
La figura primera muestra una vista en perspectiva de un soporte con los medios de fijación y adaptación a los pilares entre los que se va ha realizar el forjado de la viga y también dispone en sus extremos de anclajes para los medios de seguridad, tanto para barandillas como para horcas.The first figure shows a view in perspective of a support with the fixing and adaptation means to the pillars between which the beam is forged and it also has anchors for the means of security, both for railings and for gallows.
La figura segunda muestra una vista en perspectiva de dos soportes adaptados sobre los pilares entre los que se va a realizar el forjado de la viga y un tercer soporte en un zona intermedia y todos con los correspondientes puntales de apoyo.The second figure shows a view in perspective of two supports adapted on the pillars between the that the beam forging and a third support will be performed in an intermediate zone and all with the corresponding struts of support for.
La figura tercera corresponde una vista en perspectiva de dos soportes con los medios de fijación y adaptación a los pilares entre los que se va ha realizar el forjado o forjados de los voladizo y un tercer soporte en una zona intermedia y todos con los correspondientes puntales de apoyo.The third figure corresponds to a view in perspective of two supports with fixing and adaptation means to the pillars between which the slab is to be made or forged of the overhang and a third support in an intermediate zone and all with the corresponding support struts.
La figura cuarta es una vista en perspectiva de las sopandas dispuestas sobre los soportes y puntales de apoyo de la figura segunda.The fourth figure is a perspective view of the sopandas arranged on the supports and support struts of The second figure.
La figura quinta representa una vista en perspectiva de los paneles metálicos dispuestos sobre las sopandas de la figura tercera.The fifth figure represents a view in perspective of the metal panels arranged on the sops of the third figure.
Por último, la figura sexta representa una vista en perspectiva de un segundo piso a base de puntales, soportes, sopandas y paneles metálicos, dispuestos sobre los del primer piso y en ambos pisos con barandillas de seguridad dispuestas sobre uno de sus laterales.Finally, the sixth figure represents a view in perspective of a second floor based on struts, supports, sopandas and metal panels, arranged on the first floor and on both floors with safety railings arranged on one of its sides.
La descripción detallada que sigue de la realización preferente de la invención, se realizará tomando como base los dibujos anexos, en los que las partes correspondientes o semejantes se han marcado con las mismas referencias numéricas a lo largo de las diversas figuras.The detailed description that follows from the preferred embodiment of the invention will be carried out taking as base the attached drawings, on which the corresponding parts or similar ones have been marked with the same numerical references to what along the various figures.
Como puede observarse a tenor de los planos comentados, los soportes (1) se constituyen mediante tramos tubulares rectos.As can be seen according to the plans commented, the supports (1) are constituted by sections straight tubular.
Los soportes (1) disponen de medios (2) de fijación y adaptación sobre los pilares (3) entre los que se van a realizar los encofrados, cuyos medios de fijación (2) se constituyen mediante dos tramos (4) tubulares rectos, provistos en sus extremos de unión con el soporte (1) de unos enganches (5) deslizantes sobre el soporte (1) y fijados mediante cuñas (6) de ajuste.The supports (1) have means (2) of fixation and adaptation on the pillars (3) between which they are going to perform the formwork, whose fixing means (2) are they constitute by means of two straight (4) tubular sections, provided in its connecting ends with the support (1) of hooks (5) sliding on the support (1) and fixed by wedges (6) of adjustment.
El conjunto de soporte (1) y los medios (2) de fijación se adaptan sobre los pilares (3) mediante una barra roscada (7) con sus correspondientes rosetas (8) de ajuste en sus extremos y cuya barra roscada (7) atraviesa los orificios (9) de los extremos libres de los tramos (4).The support assembly (1) and the means (2) of fixing fit on the pillars (3) by means of a bar threaded (7) with their corresponding rosettes (8) of adjustment in their ends and whose threaded rod (7) crosses the holes (9) of the free ends of the sections (4).
Los soportes (1) presentan en sus extremos los medios de anclaje (10) para la horcas o pies de las barandillas de seguridad (11) y quedan dispuestos sobre los correspondientes puntales (12) de apoyo.The supports (1) have at their ends the anchoring means (10) for the jibs or feet of the railings of security (11) and are arranged on the corresponding props (12) support.
El procedimiento objeto de la presente invención, permite la utilización de los soportes (1), tanto para la realización de vigas entre dos pilares (3), como de voladizos también entre pilares (3).The procedure object of the present invention, allows the use of the supports (1), both for the realization of beams between two pillars (3), such as overhangs also between pillars (3).
En una primera fase operativa del procedimiento de montaje del encofrado para el forjado de vigas y voladizos entre pilares objeto de la presente invención, los soportes (1) con sus medios de fijación (2) se adaptan sobre los dos pilares (3) entre los que se va a realizar la viga o el voladizo, disponiéndose además un tercer soporte (1) con sus correspondientes puntales (12) en una zona intermedia y en paralelo a los soportes (1) adaptados a los pilares (3).In a first operational phase of the procedure formwork assembly for forging beams and overhangs between pillars object of the present invention, the supports (1) with their fixing means (2) are adapted on the two pillars (3) between those that are going to make the beam or the overhang, preparing also a third support (1) with its corresponding struts (12) in an intermediate zone and in parallel to the supports (1) adapted to the pillars (3).
Esta primera fase operativa tiene dos variantes, una primera variante para la realización del encofrado para vigas entre pilares (3), en las que los soportes (1) quedan centrados entre los dos pilares (3), según la figura segunda de los planos que se acompañan y una segunda variante para la realización del encofrado para voladizos entre los pilares (3), en las que los soportes (1) quedan descentrados y sobresaliendo por un lateral de los citados pilares (3), según la figura tercera de los planos que se acompañan.This first operational phase has two variants, a first variant for the realization of the formwork for beams between pillars (3), in which the supports (1) are centered between the two pillars (3), according to the second figure of the planes which are accompanied and a second variant for the realization of formwork for cantilevers between the pillars (3), in which the supports (1) are offset and protruding from one side of the mentioned pillars (3), according to the third figure of the planes that They accompany each other.
En una segunda fase operativa del procedimiento de montaje del encofrado para el forjado de vigas o de voladizos entre pilares objeto de la presente invención, se disponen las sopandas laterales (13) e interiores (14) que se apoyan en el soporte intermedio (1) y en uno de los soportes (1) de un pilar (3) y las sopandas laterales (15) e interiores (16) que se apoyan sobre el soporte (1) intermedio y el otro soporte (1) del otro pilar (3). También se disponen las sopandas intermedias (17) apoyadas sobre un soporte (1) de pilar (3) y el soporte (1) intermedio y sin llegar a apoyarse en el otro soporte (1) del otro pilar (3),dejando por tanto un hueco intermedio.In a second operational phase of the procedure formwork assembly for forging beams or cantilevers between pillars object of the present invention, the side (13) and interior (14) sops that rest on the intermediate support (1) and one of the supports (1) of a pillar (3) and the side (15) and inner (16) sops that rest on the intermediate support (1) and the other support (1) of the other pillar (3). The intermediate sopandas (17) supported on a support (1) of pillar (3) and intermediate support (1) and without reaching lean on the other support (1) of the other pillar (3), leaving Both an intermediate gap.
Todas la sopandas laterales (13) y (15), interiores (14) y (16) e intermedias (17), quedan además dispuestas sobre los correspondientes puntales (12) de apoyo.All side sops (13) and (15), interior (14) and (16) and intermediate (17), are also arranged on the corresponding support struts (12).
En una tercera fase operativa del procedimiento de montaje del encofrado para el forjado de vigas y voladizos entre pilares objeto de la presente invención, se disponen los tableros metálicos (18) sobre el conjunto de sopandas laterales (13) y (15), interiores (14) y (16) e intermedias (17). Los tableros metálicos (18) se disponen al tresbolillo y con un separador transversal (19) entre cada dos tableros metálicos (18).In a third operational phase of the procedure formwork assembly for forging beams and overhangs between pillars object of the present invention, the boards are arranged metallic (18) on the set of side sops (13) and (15), interior (14) and (16) and intermediate (17). Metal boards (18) are arranged to the tresbolillo and with a transverse separator (19) between every two metal boards (18).
En una cuarta fase operativa del procedimiento de montaje del encofrado para el forjado de vigas y voladizos entre pilares objeto de la presente invención, se realiza la colocación de los soportes regulables para el anclaje de los pies de las barandillas de seguridad (11) anclados a las sopandas laterales (13) y (15) y a los paneles metálicos (18) a la altura de cada separador transversal (19).In a fourth operational phase of the procedure formwork assembly for forging beams and overhangs between pillars object of the present invention, placement is performed of the adjustable supports for anchoring the feet of the safety rails (11) anchored to the side sops (13) and (15) and the metal panels (18) at the height of each cross separator (19).
En el caso de los voladizos, es en momento de hormigonar si se desea realizar el forjado a esa altura, mientras que en el caso de la viga.In the case of cantilevers, it is at the time of concreting if you want to make the slab at that height, while that in the case of the beam.
Estas fases operativas descritas son aplicables tanto a la realización de los encofrados para el forjado de vigas, como para los encofrados para el forjados de voladizos entre pilares (3), con la única variación de que el conjunto de elementos esté centrado o descentrado entre los pilares (3).These operational phases described are applicable. both to the realization of the formwork for the forging of beams, as for the formwork for the forging of overhangs between pillars (3), with the only variation of the set of elements is centered or offset between the pillars (3).
Cuando hay que realizar el forjado de un voladizo a más altura o de la viga según la figura sexta de los planos que se acompañan, se debe de realizar una quinta fase operativa, consistente en realizar una segunda planta sobre la estructura ya montada, a base de los mismos elementos es decir puntales (12), soportes (1) sobre los pilares (3), soporte (1) intermedio, sopandas laterales (13) y (15), interiores (14) y (16) e intermedias (17), paneles metálicos (18) y los correspondientes soportes regulables para las barandillas de seguridad (11).When you have to forge a overhang or beam overhang according to the sixth figure of the accompanying plans, a fifth phase must be carried out operational, consisting of making a second plant on the structure already assembled, based on the same elements that is props (12), supports (1) on the pillars (3), support (1) intermediate, lateral sops (13) and (15), interior (14) and (16) and intermediate (17), metal panels (18) and the corresponding Adjustable supports for safety railings (11).
En esta segunda planta los tableros metálicos (18) sirven para el forjado del voladizo o quedan enrasados con las partes superiores de los pilares (3), siendo por tanto el verdadero encofrado para realizar el forjado de la viga entre pilares (3), con los correspondientes medios de seguridad ya dispuestos antes de realizar el forjado de la viga entre pilares (3), con lo que se consigue un mayor grado de seguridad para los operarios de este tipo de montajes.On this second floor the metal boards (18) they are used to forge the overhang or are flush with the upper parts of the pillars (3), being therefore the true formwork to forge the beam between pillars (3), with the corresponding security means already arranged before perform the forging of the beam between pillars (3), so that get a higher degree of safety for the operators of this type of assemblies.
El vaciado que producen las sopandas intermedias (17) con respecto a uno de los pilares (3), queda desprovisto de paneles metálicos (18), constituyendo el hueco para disponer la escalera de acceso a la segunda planta de la estructura montada para la realización del forjado superior del voladizo o de la viga.The emptying produced by intermediate sops (17) with respect to one of the pillars (3), it is devoid of metal panels (18), constituting the hole to arrange the access staircase to the second floor of the mounted structure for the realization of the upper floor of the cantilever or of the beam.
La medidas de la sopandas laterales (13) y (15), interiores (14) y (16) e intermedias (17), estarán en función de la distancia entre pilares (3).The measures of the lateral sopandas (13) and (15), interior (14) and (16) and intermediate (17), will depend on the distance between pillars (3).
No se considera necesario hacer más extenso el contenido de la presente descripción para que un experto en la materia pueda comprender su alcance y llevar a cabo la realización práctica del objeto descrito.It is not considered necessary to make the content of the present description so that an expert in the matter can understand its scope and carry out the realization practice of the described object.
No obstante y puesto que en lo que antecede solamente se ha descrito una forma de realización preferida del objeto de la invención, es evidente que dentro de su esencialidad podrán introducirse múltiples variaciones, sin que ello suponga alteración alguna de la invención. Tales modificaciones podrán afectar, en particular, a la forma, el tamaño y/o los materiales de fabricación, siendo sus puntos esenciales los que quedan reflejados en las siguientes reivindicaciones.However and since in the foregoing only one preferred embodiment of the object of the invention, it is evident that within its essentiality multiple variations may be introduced, without implying any alteration of the invention. Such modifications may affect, in particular, the shape, size and / or materials of manufacturing, its essential points being the ones that are reflected in the following claims.
Claims (5)
- 1ª.-1st.-
- Adaptación de los soportes (1) con sus medios de fijación (2) sobre los dos pilares (3) entre los que se va a realizar el forjado del voladizo o de la viga y apoyados en los puntales (12), disponiéndose además un tercer soporte (1) también sobre sus correspondientes puntales (12) en una zona intermedia y en paralelo a los soportes (1) adaptados a los pilares (3).Adaptation of the supports (1) with its fixing means (2) on the two pillars (3) between which the overhang of the overhang or the beam will be carried out and supported by the struts (12), also providing a third support (1) also on their corresponding struts (12) in an area intermediate and parallel to the supports (1) adapted to the pillars (3).
- 2ª.-2nd.-
- Colocación de las sopandas laterales (13) e interiores (14) que se apoyan en el soporte intermedio (1) y en uno de los soportes (1) de un pilar (3) y también colocación de las sopandas laterales (15) e interiores (16) que se apoyan sobre el soporte (1) intermedio y el otro soporte (1) del otro pilar (3), realizándose también la colocación de las sopandas intermedias (17) apoyadas sobre un soporte (1) de pilar (3) y el soporte (1) intermedio y sin llegar a apoyarse en el otro soporte (1) del otro pilar (3), dejado un hueco intermedio, quedando además todas la sopandas laterales (13) y (15), interiores (14) y (16) e intermedias (17), dispuestas sobre los correspondientes puntales (12) de apoyo.Placement of side sops (13) and interiors (14) that rely on the intermediate support (1) and in one of the supports (1) of a pillar (3) and also placement of the lateral (15) and inner (16) sops that rest on the intermediate support (1) and the other support (1) of the other pillar (3), also placing the intermediate sops (17) resting on a pillar support (1) (3) and the support (1) intermediate and without relying on the other support (1) of the other pillar (3), left an intermediate gap, leaving all the side sockets (13) and (15), interior (14) and (16) e intermediate (17), arranged on the corresponding struts (12) support.
- 3ª.-3rd.-
- Colocación al tresbolillo de los tableros metálicos (18) sobre el conjunto de sopandas laterales (13) y (15), interiores (14) y (16) e intermedias (17) y disponiendo un separador transversal (19) entre cada dos tableros metálicos (18).Tresbolillo placement of the metal boards (18) on the set of side sops (13) and (15), interior (14) and (16) and intermediate (17) and arranging a transverse separator (19) between each two boards metallic (18).
- 4ª.-4th.-
- Colocación de los soportes regulables para el anclaje de los pies de las barandillas de seguridad (11) anclados a las sopandas laterales (13) y (15) y a los paneles metálicos (18) a la altura de cada separador transversal (19).Positioning of adjustable brackets for anchoring the feet of safety rails (11) anchored to the side sops (13) and (15) and to the panels metal (18) at the height of each transverse separator (19).
- 5ª.-5th.-
- Realización de una segunda planta sobre la estructura ya montada en las anteriores fases operativas, a base de los mismos elementos, es decir puntales (12), soportes (1) sobre los pilares (3), soporte (1) intermedio, sopandas laterales (13) y (15), interiores (14) y (16) e intermedias (17), paneles metálicos (18), separadores (19) y los correspondientes soportes regulables para las barandillas de seguridad (11). Realization of a second floor on the structure already mounted in the previous operational phases, based on the same elements, is say struts (12), supports (1) on the pillars (3), support (1) intermediate, side sockets (13) and (15), interior (14) and (16) and intermediate (17), metal panels (18), spacers (19) and the corresponding adjustable supports for the railings of security (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES200402366A ES2304071B1 (en) | 2004-10-05 | 2004-10-05 | PROCESSING ASSEMBLY OF FORMWORKS FOR THE FORGING OF BEAMS AND VOLADIES BETWEEN PILLARS. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES200402366A ES2304071B1 (en) | 2004-10-05 | 2004-10-05 | PROCESSING ASSEMBLY OF FORMWORKS FOR THE FORGING OF BEAMS AND VOLADIES BETWEEN PILLARS. |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| ES2304071A1 true ES2304071A1 (en) | 2008-09-01 |
| ES2304071B1 ES2304071B1 (en) | 2009-05-19 |
Family
ID=39708021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES200402366A Expired - Fee Related ES2304071B1 (en) | 2004-10-05 | 2004-10-05 | PROCESSING ASSEMBLY OF FORMWORKS FOR THE FORGING OF BEAMS AND VOLADIES BETWEEN PILLARS. |
Country Status (1)
| Country | Link |
|---|---|
| ES (1) | ES2304071B1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2594344A1 (en) * | 2015-06-16 | 2016-12-19 | Encofrados J. Alsina, S.A. | Device to fix and secure a formwork structure (Machine-translation by Google Translate, not legally binding) |
| CN113914615A (en) * | 2021-10-29 | 2022-01-11 | 中冶建工集团有限公司 | Concrete beam template capable of being used for assembling different beam heights |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES237075U (en) * | 1978-07-04 | 1978-09-16 | Encofrados J. Alsina, S. A. | Stretching device for jacena and flat beams. (Machine-translation by Google Translate, not legally binding) |
| ES276727U (en) * | 1984-01-05 | 1984-06-16 | Lopez Martinez Luis A. | Set for formwork (Machine-translation by Google Translate, not legally binding) |
| ES8700375A1 (en) * | 1985-11-22 | 1986-10-01 | Ulma S Coop | Improvements introduced in the forming systems of flat beams (Machine-translation by Google Translate, not legally binding) |
| ES1018060U (en) * | 1991-07-23 | 1992-01-01 | Canovas Martinez Daniel | Recoverable shuttering for slabs of main beams, floors and the like. (Machine-translation by Google Translate, not legally binding) |
| ES2026382A6 (en) * | 1990-10-25 | 1992-04-16 | Roca Amenedo Vicente | Recoverable shuttering for flat or suspended girders (summers, summer beams) |
| ES2156801A1 (en) * | 1998-12-10 | 2001-07-16 | Sanchez Jaime Enrique Jimenez | Adjustable shuttering platform for location around a pillar which serves as a support for prefabricated beams. |
| ES2208064A1 (en) * | 2002-04-02 | 2004-06-01 | Antonio Navarro Perez | Formwork system for use in construction plant, has security element and rectangular base, where tubular upright body is provided with tubular plate that rotates in horizontal plane |
-
2004
- 2004-10-05 ES ES200402366A patent/ES2304071B1/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES237075U (en) * | 1978-07-04 | 1978-09-16 | Encofrados J. Alsina, S. A. | Stretching device for jacena and flat beams. (Machine-translation by Google Translate, not legally binding) |
| ES276727U (en) * | 1984-01-05 | 1984-06-16 | Lopez Martinez Luis A. | Set for formwork (Machine-translation by Google Translate, not legally binding) |
| ES8700375A1 (en) * | 1985-11-22 | 1986-10-01 | Ulma S Coop | Improvements introduced in the forming systems of flat beams (Machine-translation by Google Translate, not legally binding) |
| ES2026382A6 (en) * | 1990-10-25 | 1992-04-16 | Roca Amenedo Vicente | Recoverable shuttering for flat or suspended girders (summers, summer beams) |
| ES1018060U (en) * | 1991-07-23 | 1992-01-01 | Canovas Martinez Daniel | Recoverable shuttering for slabs of main beams, floors and the like. (Machine-translation by Google Translate, not legally binding) |
| ES2156801A1 (en) * | 1998-12-10 | 2001-07-16 | Sanchez Jaime Enrique Jimenez | Adjustable shuttering platform for location around a pillar which serves as a support for prefabricated beams. |
| ES2208064A1 (en) * | 2002-04-02 | 2004-06-01 | Antonio Navarro Perez | Formwork system for use in construction plant, has security element and rectangular base, where tubular upright body is provided with tubular plate that rotates in horizontal plane |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2594344A1 (en) * | 2015-06-16 | 2016-12-19 | Encofrados J. Alsina, S.A. | Device to fix and secure a formwork structure (Machine-translation by Google Translate, not legally binding) |
| CN113914615A (en) * | 2021-10-29 | 2022-01-11 | 中冶建工集团有限公司 | Concrete beam template capable of being used for assembling different beam heights |
| CN113914615B (en) * | 2021-10-29 | 2023-02-07 | 中冶建工集团有限公司 | Concrete beam formwork capable of being used for assembling different beam heights |
Also Published As
| Publication number | Publication date |
|---|---|
| ES2304071B1 (en) | 2009-05-19 |
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