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ES2259938B1 - BEAM FOR SUPPORT BOARDING BOARDS. - Google Patents

BEAM FOR SUPPORT BOARDING BOARDS. Download PDF

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Publication number
ES2259938B1
ES2259938B1 ES200501894A ES200501894A ES2259938B1 ES 2259938 B1 ES2259938 B1 ES 2259938B1 ES 200501894 A ES200501894 A ES 200501894A ES 200501894 A ES200501894 A ES 200501894A ES 2259938 B1 ES2259938 B1 ES 2259938B1
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Spain
Prior art keywords
board support
formwork
formwork board
tubular element
tubular
Prior art date
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Active
Application number
ES200501894A
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Spanish (es)
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ES2259938A1 (en
Inventor
Jose Luis Ubiñana Felix
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sistemas Tecnicos de Encofrados SA
Original Assignee
Sistemas Tecnicos de Encofrados SA
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Priority to ES200501894A priority Critical patent/ES2259938B1/en
Publication of ES2259938A1 publication Critical patent/ES2259938A1/en
Application granted granted Critical
Publication of ES2259938B1 publication Critical patent/ES2259938B1/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, 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
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50Girders, beams, or the like as supporting members for forms
    • E04G11/52Girders, beams, or the like as supporting members for forms of several units arranged one after another
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/04Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

Viga para soporte de tableros de encofrado. La viga comprende un elemento tubular de extremos abiertos en uno de los cuales queda incorporado un saliente dirigido hacia abajo que sobresale respecto de la cara inferior y en el otro extremo un abocardamiento para recibir y centrar un extremo conjugado de viga y una ranura transversal en la parte inferior para el centraje y retención del saliente del otro extremo conjugado de una viga dispuesta en prolongación.Beam for formwork board support. The beam comprises a tubular element with open ends on one of which a projection directed downwardly protruding from the lower face and on the other end a flare to receive and center a conjugated beam end and a transverse groove in the lower part for centering and retention of the projection of the other conjugate end of a beam arranged in extension.

Description

Viga para soporte de tableros de encofrado.Beam for formwork board support.

La presente invención está destinada a conocer una nueva viga para soporte de tableros de encofrado.The present invention is intended to know a new beam for formwork board support.

Las vigas para soporte de tableros de encofrado comprenden un elemento de forma substancialmente tubular, con un perfil transversal frecuentemente rectangular con terminales de acoplamiento entre sí, lo que permite el empalme de una viga con la siguiente, de manera que se puedan prolongar indefinidamente dichas correas en la construcción. Los terminales de cada viga tienen, por lo tanto, formas conjugadas para permitir su acoplamiento y desacoplamiento en el momento en que se efectúa el montaje y desmontaje del encofrado. También suelen presentar dichas vigas unos pivotes en la cara inferior de la viga para su encaje con los puntales de soporte.Beams for formwork board support they comprise a substantially tubular shaped element, with a frequently rectangular cross section with terminals coupling with each other, allowing the splicing of a beam with the next, so that these can be extended indefinitely construction straps. The terminals of each beam have, for therefore, conjugate forms to allow coupling and decoupling at the time of assembly and formwork disassembly. They also usually present these beams pivots on the underside of the beam to fit with the support struts.

En las versiones actualmente conocidas las vigas de soporte de tableros de encofrado presentan una estructura general relativamente complicada y cara.In the currently known versions the beams formwork board support have a general structure relatively complicated and expensive.

La presente invención se ha conseguido por las experimentaciones y pruebas llevadas a cabo por el inventor para solucionar los problemas anteriormente mencionados a efectos de conseguir una nueva viga correa para soporte de tableros de encofrado que supere en cuanto a características de resistencia a las actualmente conocidas y que simultáneamente permita conseguir una fabricación más económica.The present invention has been achieved by experiments and tests carried out by the inventor to solve the aforementioned problems for the purpose of get a new beam belt for board support formwork that exceeds in terms of resistance characteristics to those currently known and that simultaneously allow to achieve A cheaper manufacturing.

El resultado de dichas experimentaciones y pruebas ha sido el de desarrollar una nueva viga que presenta una estructura tubular de chapa de acero con un perfil específico que permite conseguir una elevada resistencia y un fácil acoplamiento con piezas de unión extremas de chapa soldada, una de las cuales consiste en una realización preferente, simplemente en un puente en forma de U unido a la parte inferior de la viga y a los laterales de la misma, presentando estructura apropiada para facilitar la entrada del terminal conjugado de una viga dispuesta en prolongación y una ranura específicamente dispuesta para el centraje de dicho segundo terminal que queda integrado simplemente por una pequeña ala, ligeramente saliente por la parte baja del mismo, preferentemente en forma de chapa soldada frontalmente en el
tubo.
The result of these experiments and tests has been to develop a new beam that has a tubular structure of sheet steel with a specific profile that allows to achieve high strength and easy coupling with end pieces of welded sheet, one of the which consists of a preferred embodiment, simply a U-shaped bridge attached to the lower part of the beam and to the sides thereof, presenting an appropriate structure to facilitate the entry of the conjugate terminal of a beam arranged in extension and a groove specifically arranged for centering said second terminal which is simply integrated by a small wing, slightly protruding from the lower part thereof, preferably in the form of a sheet welded frontally in the
tube.

Mediante esta constitución especial de la viga se logra una gran resistencia y simplicidad de fabricación, quedando los extremos parcialmente abiertos, sin necesidad de los complicados elementos de cierre actualmente utilizados.Through this special constitution of the beam great strength and simplicity of manufacturing is achieved, leaving partially open ends, without the need for complicated Closing elements currently used.

Para su mejor comprensión se adjuntan, a título de ejemplo explicativo pero no limitativo, unos dibujos de una realización preferente de la presente invención.For your better understanding they are attached, by title explanatory example but not limiting, some drawings of a preferred embodiment of the present invention.

La figura 1 muestra una vista en alzado lateral de una viga de acuerdo con la presente invención.Figure 1 shows a side elevation view of a beam according to the present invention.

La figura 2 muestra una vista en perspectiva de uno de los terminales de la viga objeto de la invención.Figure 2 shows a perspective view of one of the terminals of the beam object of the invention.

La figura 3 muestra una vista en alzado frontal correspondiente al terminal de la figura 2.Figure 3 shows a front elevation view corresponding to the terminal of figure 2.

La figura 4 muestra una vista en perspectiva del segundo terminal de la viga objeto de la invención.Figure 4 shows a perspective view of the second terminal of the beam object of the invention.

La figura 5 muestra una vista en alzado correspondiente al mismo terminal de la figura 4.Figure 5 shows an elevation view corresponding to the same terminal of figure 4.

La figura 6 muestra una vista en alzado lateral esquemática representativa de la articulación de dos vigas.Figure 6 shows a side elevation view Representative schematic of the articulation of two beams.

De acuerdo con las figuras, la presente invención se refiere a una viga para soporte de tableros de encofrado que se compone de un elemento tubular de chapa de acero de extremos abiertos y cuya sección transversal presenta una forma general rectangular en la que se ha designado la base con el numeral (1), las caras laterales con los numerales (2) y (3) y presentando la cara superior dos zonas simétricas (4) y (5) que delimitan un saliente central (6) con una cara superior plana (7) y caras laterales (8) y (9). Las zonas (4) y (5) son ligeramente inclinadas hacia abajo para permitir la fácil basculación de los tableros de encofrado en el momento de su desmontaje, a lo que contribuye igualmente la ligera inclinación hacia adentro de las caras laterales (8) y (9). A efectos de refuerzo, las zonas (4) y (5) presentan sendos nervios longitudinales (10) y (11).According to the figures, this invention relates to a beam for supporting boards formwork consisting of a tubular steel plate element with open ends and whose cross section has a shape general rectangular in which the base with the numeral has been designated (1), the lateral faces with the numerals (2) and (3) and presenting the upper face two symmetrical zones (4) and (5) that delimit a central projection (6) with a flat top face (7) and faces lateral (8) and (9). Zones (4) and (5) are slightly inclined down to allow easy tilting of the boards formwork at the time of disassembly, to which it contributes also the slight inward inclination of the faces lateral (8) and (9). For reinforcement purposes, zones (4) and (5) they have two longitudinal nerves (10) and (11).

También las caras laterales (2) y (3) presentan una ligera inclinación hacia adentro terminando inferiormente en pequeñas zonas verticales (12) y (13) con intermedio de sendos nervios (14) y (15).Also the lateral faces (2) and (3) have a slight inward inclination ending inferiorly in small vertical zones (12) and (13) with two nerves (14) and (15).

La base inferior (1) presenta marcados nervios longitudinales de refuerzo (16) y (17).The lower base (1) has marked nerves longitudinal reinforcement (16) and (17).

Uno de los extremos abiertos de la viga lleva adaptado un puente en U cuya base inferior (18) queda adaptada mediante soldadura a la cara externa de la base (1) y cuyas paredes laterales, en forma de sendas cartelas (19) y (20), quedan adaptadas y unidas por soldadura a las caras externas de los laterales (2) y (3) de la viga, sobresaliendo por la parte frontal, tal como es posible apreciar en la figura 2.One of the open ends of the beam carries adapted a U bridge whose lower base (18) is adapted by welding to the external face of the base (1) and whose walls lateral, in the form of two posters (19) and (20), remain adapted and welded together to the external faces of the sides (2) and (3) of the beam, protruding from the front, as it is possible to see in figure 2.

Para mejorar la entrada del otro terminal las cartelas (19) y (20) presentan una cortas pestañas (21) y (22) en la parte frontal inclinada, dirigidas hacia afuera, formando un abocardamiento que facilita la entrada del terminal conjugado. Dicho abocardamiento podría quedar realizado de cualquier otra forma, por ejemplo, mediante aletas laterales abocardadas de la viga.To improve the input of the other terminal the posters (19) and (20) have a short eyelash (21) and (22) in the inclined front part, directed outward, forming a flare that facilitates the entry of the conjugate terminal. Saying flare up could be done in any other way, by example, by means of flared lateral wings of the beam.

La cara inferior (18) del refuerzo en forma de U presenta también amplios nervios laterales de refuerzo (23) y (24).The underside (18) of the U-shaped reinforcement it also has wide lateral reinforcement ribs (23) and (24).

La pared inferior del escudo (18) presenta asimismo una ranura transversal (25) determinada por una abertura del propio escudo y el borde frontal del lado inferior (1) de la viga. Dicha abertura está destinada a recibir un saliente o elemento macho, que se describirá más adelante, del otro terminal o terminal macho de la viga. Dicha abertura (25) podría quedar realizada de cualquier otra forma apropiada, por ejemplo, en una aleta saliente de la cara inferior de la viga.The bottom wall of the shield (18) presents also a transverse groove (25) determined by an opening of the shield itself and the front edge of the lower side (1) of the beam. Said opening is intended to receive a projection or male element, which will be described later, of the other terminal or male beam terminal. Said opening (25) could remain performed in any other appropriate way, for example, in a protruding fin of the underside of the beam.

Dicho terminal macho es el que se observa en las figuras 4 y 5. En un caso preferente, la abertura correspondiente de la viga queda cerrada parcialmente por una placa o escudo frontal (26) soldado en el borde frontal del lado superior (7) y del lado inferior (1) del elemento tubular que constituye la viga. Dicho escudo (26) sobresale inferiormente estando destinado a coincidir en la ranura (25) de la viga en el momento de efectuar el acoplamiento del extremo de una viga con el de una viga adyacente. Ello se puede observar en la figura 6, en la que se observan dos vigas indicadas de modo general con los numerales (27) y (28) en la posición en la que el extremo inferior del escudo frontal, que se ha indicado con el numeral (29), se introduce en la correspondiente abertura equivalente a la abertura (25) de la figura 2 del terminal conjugado de la otra viga. Esta disposición corresponderá tanto al montaje como al desmontaje, que se observa en el detalle de la figura 6.Said male terminal is the one observed in the Figures 4 and 5. In a preferred case, the corresponding opening of the beam is partially closed by a plate or front shield (26) welded on the front edge of the upper side (7) and the side bottom (1) of the tubular element constituting the beam. Saying shield (26) protrudes inferiorly being intended to match in the groove (25) of the beam at the time of coupling of the end of a beam with that of an adjacent beam. This can be seen in Figure 6, in which two are observed beams indicated in a general way with the numerals (27) and (28) in the position in which the lower end of the front shield, which has been indicated with numeral (29), it is entered in the corresponding opening equivalent to the opening (25) of figure 2 of the terminal conjugate of the other beam. This provision will correspond both to assembly as to disassembly, which can be seen in the detail of the figure 6.

El saliente inferior (26) podría quedar realizado de otro modo, por ejemplo, por doblado de una aleta frontal de la viga.The lower projection (26) could be otherwise performed, for example, by bending a fin front of the beam.

Mediante la disposición que se ha explicado se posibilita la construcción de las vigas para soporte de tableros de encofrado con gran simplicidad y economía, a la vez que gran resistencia mecánica. El montaje resulta muy simple al coincidir el saliente terminal de una viga en la ranura que presenta el extremo conjugado de la viga siguiente y ello permite un fácil montaje y desmontaje. De igual manera la estructura de inclinación y nervios de lados del elemento tubular constitutivo de la viga soluciona de manera fácil y práctica el apoyo de los tableros y sus desmontaje para la recuperación parcial del encofrado.Through the provision that has been explained, enables the construction of the beams to support boards of formwork with great simplicity and economy, while great mechanical strength. The assembly is very simple when the terminal projection of a beam in the groove presenting the end conjugate of the following beam and this allows easy assembly and disassembly Similarly the tilt structure and nerves of sides of the constituent tubular element of the beam solve of easy and practical way the support of the boards and their disassembly for partial formwork recovery.

Si bien la anterior descripción se refiere a un ejemplo concreto de realización de la presente invención, no se deberán excluir del ámbito de la misma las variantes que los técnicos en la materia, después de conocer la presente invención, puedan introducir como variantes de la misma, siempre que se hallen contenidas en el ámbito de las siguientes reivindicaciones.While the above description refers to a specific example of embodiment of the present invention, is not they must exclude from the scope of the same the variants that the skilled in the art, after knowing the present invention, can introduce as variants of it, provided they are contained within the scope of the following claims.

Claims (9)

1. Viga para soporte de tableros de encofrado, caracterizada por comprender un elemento tubular de extremos abiertos en uno de los cuales queda incorporado un saliente dirigido hacia abajo que sobresale respecto de la cara inferior y en el otro extremo un abocardamiento para recibir y centrar un extremo conjugado de viga y una ranura transversal en la parte inferior para el centraje y retención del saliente del otro extremo conjugado de una viga dispuesta en prolongación.1. Beam for support of formwork boards, characterized by comprising a tubular element with open ends in one of which a projection directed downwardly protruding with respect to the lower face and at the other end is a flare to receive and center a conjugate beam end and a transverse groove in the lower part for centering and retaining the projection of the other conjugate end of a beam arranged in extension. 2. Viga para soporte de tableros de encofrado, según la reivindicación 1, caracterizada porque el saliente inferior de la parte frontal del elemento tubular queda constituido por un escudo soldado en la parte frontal del elemento tubular que integra la viga y que sobresale inferiormente.2. Beam for formwork board support, according to claim 1, characterized in that the lower protrusion of the front part of the tubular element is constituted by a welded shield in the front part of the tubular element that integrates the beam and protrudes inferiorly. 3. Viga para soporte de tableros de encofrado, según la reivindicación 1, caracterizada porque la parte abocardada y dotada de ranura transversal queda constituida por un elemento en forma de puente de refuerzo soldado en el extremo correspondiente de la viga, presentando laterales ligeramente abocardados hacia afuera y una ranura transversal inferior.3. Beam for support of formwork boards, according to claim 1, characterized in that the flared part and provided with a transverse groove is constituted by an element in the form of a reinforcement bridge welded at the corresponding end of the beam, presenting slightly flared sides towards outside and a lower transverse groove. 4. Viga para soporte de tableros de encofrado, según la reivindicación 1, caracterizada porque la viga tubular de chapa de acero presenta nervios longitudinales de refuerzo en su base inferior.4. Beam for formwork board support, according to claim 1, characterized in that the steel sheet tubular beam has longitudinal reinforcement ribs in its lower base. 5. Viga para soporte de tableros de encofrado, según la reivindicación 1, caracterizada porque la viga tubular de chapa de acero presenta nervios longitudinales de refuerzo en sus caras laterales.5. Beam for formwork board support, according to claim 1, characterized in that the tubular steel sheet beam has longitudinal reinforcement ribs on its lateral faces. 6. Viga para soporte de tableros de encofrado, según la reivindicación 1, caracterizada porque la viga tubular de chapa de acero presenta nervios longitudinales de refuerzo en sus caras superiores.6. Beam for formwork board support, according to claim 1, characterized in that the tubular steel sheet beam has longitudinal reinforcement ribs on its upper faces. 7. Viga para soporte de tableros de encofrado, según la reivindicación 1, caracterizada porque las caras laterales presentan una suave inclinación hacia adentro desde la parte superior.7. Beam for formwork board support, according to claim 1, characterized in that the lateral faces have a gentle inward inclination from the top. 8. Viga para soporte de tableros de encofrado, según la reivindicación 1, caracterizada porque el abocardamiento está realizado en las propias caras laterales del elemento tubular de la viga.8. Beam for formwork board support, according to claim 1, characterized in that the flare is made on the lateral sides of the tubular element of the beam. 9. Viga para soporte de tableros de encofrado, según la reivindicación 1, caracterizada porque la ranura está realizada en un ala saliente de la base del elemento tubular que constituye la viga.9. Beam for formwork board support, according to claim 1, characterized in that the groove is made in a protruding wing of the base of the tubular element constituting the beam.
ES200501894A 2005-08-01 2005-08-01 BEAM FOR SUPPORT BOARDING BOARDS. Active ES2259938B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
ES200501894A ES2259938B1 (en) 2005-08-01 2005-08-01 BEAM FOR SUPPORT BOARDING BOARDS.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES200501894A ES2259938B1 (en) 2005-08-01 2005-08-01 BEAM FOR SUPPORT BOARDING BOARDS.

Publications (2)

Publication Number Publication Date
ES2259938A1 ES2259938A1 (en) 2006-10-16
ES2259938B1 true ES2259938B1 (en) 2007-08-01

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ES200501894A Active ES2259938B1 (en) 2005-08-01 2005-08-01 BEAM FOR SUPPORT BOARDING BOARDS.

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2918018A1 (en) * 2021-10-13 2022-07-13 Sist Tecnicos De Encofrados Sa Recoverable roof formwork and recovery procedure (Machine-translation by Google Translate, not legally binding)

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES275980U (en) * 1983-11-25 1984-08-16 Lopez Martinez Luis A. Perfected device for the joint of carrier and belts in stretches and formwork (Machine-translation by Google Translate, not legally binding)
EP0869233B1 (en) * 1997-04-04 2004-06-16 Encofrados J. Alsina, S.A. Joist for formwork
ES2156682B1 (en) * 1998-10-05 2002-02-01 Peri S A UNION DEVICE FOR WINDING BEAMS.
ES1048025Y (en) * 2000-12-21 2001-11-01 Getino Miguel Castro SUPPORT FOR RECOVERY WINDOWS.
ES1050903Y (en) * 2001-12-20 2003-07-16 Rosillo Modesto Valero CONTINUOUS WRAPPING FOR PERFECTED REMOVABLE AND RECOVERY CONCRETE.
ES2209670B1 (en) * 2004-03-22 2005-10-16 Ingenieria De Encofrados Y Servicios, S.L. RETICULAR STRUCTURE FOR THE SUPPORT OF FORMWORK FOR FLOORS.
ES1057605Y (en) * 2004-05-07 2004-12-16 Crespo Canadilla Julia Sanchez ELEMENT FOR THE FIXATION OF FORMWORK.

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