ES2222842B1 - BEAM FOR EXTREME STRUCTURES OF FORMWORK FOR FLOOR FORGINGS. - Google Patents

BEAM FOR EXTREME STRUCTURES OF FORMWORK FOR FLOOR FORGINGS.

Info

Publication number
ES2222842B1
ES2222842B1 ES200400707A ES200400707A ES2222842B1 ES 2222842 B1 ES2222842 B1 ES 2222842B1 ES 200400707 A ES200400707 A ES 200400707A ES 200400707 A ES200400707 A ES 200400707A ES 2222842 B1 ES2222842 B1 ES 2222842B1
Authority
ES
Spain
Prior art keywords
formwork
supports
belt
beam element
carrier
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
Application number
ES200400707A
Other languages
Spanish (es)
Other versions
ES2222842A1 (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.)
Ingenieria de Encofrados y Servicios SL
Original Assignee
Ingenieria de Encofrados y Servicios SL
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Ingenieria de Encofrados y Servicios SL filed Critical Ingenieria de Encofrados y Servicios SL
Priority to ES200400707A priority Critical patent/ES2222842B1/en
Publication of ES2222842A1 publication Critical patent/ES2222842A1/en
Application granted granted Critical
Publication of ES2222842B1 publication Critical patent/ES2222842B1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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
    • E04G11/38Forms, 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 for plane ceilings of concrete
    • 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

Landscapes

  • 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

Portavigas para extremos de estructuras de encofrado para forjados de piso. El portavigas presenta un elemento de viga con acoplamientos para puntales en su cara inferior y soportes para vigas transversales o correas en su parte superior, y se caracteriza por: a) sendos soportes de correas en los extremos del elemento de viga; b) un soporte de correa en la parte media del elemento de viga; y c) soportes de vigas transversales en cada uno de los tramos en que queda dividido el elemento de viga por el soporte intermedio, que determinan varios tramos iguales y sucesivos, y un tramo extremo de ajuste, correspondiendo cada uno de los tramos iguales junto con un soporte de correa intermedio a la anchura transversal de un tablero de encofrado.Beam rails for formwork structure ends for floor slabs. The beam carrier has a beam element with strut couplings on its lower face and supports for transverse beams or straps on its upper part, and is characterized by: a) two belt supports at the ends of the beam element; b) a belt support in the middle part of the beam element; and c) transverse beam supports in each of the sections in which the beam element is divided by the intermediate support, which determine several equal and successive sections, and an extreme adjustment section, each of the same sections corresponding together with a intermediate belt support to the cross width of a formwork board.

Description

Portavigas para extremos de estructuras de encofrado para forjados de piso.Beams for ends of structures formwork for floor slabs.

La presente invención está destinada a dar a conocer un portavigas para extremos de estructuras de encofrado de pisos mediante el cual se consiguen sensibles ventajas con respecto a lo actualmente conocido.The present invention is intended to give know a beam carrier for ends of formwork structures of floors through which sensitive advantages are achieved with respect to to what is currently known.

Los portavigas, llamados también portacorreas, están destinados a recibir las vigas o correas dispuestas transversalmente para constituir en conjunto una estructura de soporte de tableros para encofrados de piso. Uno de los problemas con los que se encuentran los constructores en la utilización de dicho tipo de portavigas es el de la falta de correspondencia de la longitud a cubrir con los tableros de piso, con respecto a la longitud individual de estos, es decir, solo en algunos casos la longitud total del vano a cubrir coincide con un múltiplo de la longitud de los tableros, que es habitualmente de unos 2 metros. Cuando se tienen que resolver estas situaciones en la construcción, se tiene que recurrir a suplementos realizados en la propia obra en condiciones poco favorables desde el punto de vista técnico, económico y de seguridad, puesto que la realización de elementos no estándar representa en muchos casos un aumento de costes y peores características técnicas.The carrier, also called belt carrier, are intended to receive beams or straps arranged transversely to together constitute a structure of board support for floor formwork. One of the problems with which builders meet in the use of said type of beams is that of the lack of correspondence of the  length to cover with floorboards, with respect to the individual length of these, that is, only in some cases the total length of the span to cover coincides with a multiple of the length of the boards, which is usually about 2 meters. When these construction situations have to be resolved, you have to resort to supplements made in the work itself in   unfavorable conditions from a technical point of view, economic and security, since the realization of elements does not standard represents in many cases an increase in costs and worse technical characteristics.

El portavigas objeto de la presente invención queda definido por las reivindicaciones adjuntas y está destinado a aportar sensibles mejoras en la constitución de estructuras de este tipo, es decir, en las que la longitud del vano no coincide con un múltiplo de la longitud de los tableros y, por lo tanto, no es posible utilizar un número exacto de tableros en disposición longitudinal. Para ello, el inventor ha estudiado con detenimiento la distribución de los soportes según la longitud de un portacorreas estándar en comparación con las dimensiones de los tableros de encofrado, y con respecto a las dimensiones transversales de las vigas habitualmente utilizadas, con el resultado de que con una nueva distribución de los soportes de las correas en los portacorreas, se posibilita la utilización de los tableros estándar no solamente en disposición longitudinal, tal como es habitual, sino también en disposición transversal, lo que permite conseguir estructuras de encofrado de pisos cuya longitud sea igual a un número determinado de longitudes completas de tableros más unas fracciones compuestas por uno o varios fragmentos de longitud equivalente a la anchura de los tableros normalizados. Dicha fracción debe ser correspondiente a la de la anchura de un tablero normalizado, que habitualmente es de 0,50 metros, permitiendo además la disposición entre cada dos tableros, en posición transversal, de las correas correspondientes. Ello permitirá distribuir la longitud de portacorreas equivalente a un tablero en disposición longitudinal en varios tramos para la disposición de tableros transversalmente con un tramo final de ajuste de longitud. Así, por ejemplo, en el caso de tableros normalizados con longitud de 1,97 metros, se establecerán tres tramos de 0,55 metros y un tramo de 0,37 metros, comprendiéndose entre cada dos tramos los correspondientes apoyos para las vigas o correas, cuya anchura es de 0,05 metros, en la disposición más habitual. Se comprende, no obstante, que la realización de los nuevos portacorreas se podría establecer asimismo con otras medidas de tableros normalizados y de soportes de correas, de manera que suponiendo que se designe por d_{1} y d_{2} la longitud y anchura del tablero, y por d_{3} la anchura del soporte de la viga, se deberían cumplir las relaciones siguientes:The beam carrier object of the present invention is defined by the appended claims and is intended to provide significant improvements in the constitution of structures of this type, that is, in which the length of the span does not match a multiple of the length of the boards and, therefore, is not possible to use an exact number of boards available longitudinal. For this, the inventor has studied carefully the distribution of the supports according to the length of a Standard belt carrier compared to the dimensions of the formwork boards, and with respect to dimensions of the beams commonly used, with the result of that with a new distribution of the supports of the belts on the belt carrier, the use of the standard boards not only in longitudinal arrangement, such as usual, but also in transverse arrangement, which allows to obtain floor formwork structures whose length equals a certain number of full lengths of boards plus some fractions composed of one or more fragments of length equivalent to the width of the standardized boards. Said fraction must correspond to that of the width of a normalized board, which is usually 0.50 meters, also allowing the arrangement between every two boards, in transverse position of the corresponding belts. It it will allow to distribute the length of belt carrier equivalent to a board in longitudinal arrangement in several sections for the arrangement of boards transversely with a final section of length adjustment. Thus, for example, in the case of boards normalized with a length of 1.97 meters, three will be established sections of 0.55 meters and a section of 0.37 meters, comprising between each two sections the corresponding supports for the beams or belts, whose width is 0.05 meters, in the arrangement more habitual. It is understood, however, that the realization of new belts could also be established with other measures of standardized boards and belt supports, so that assuming that d_ {1} and d_ {2} are designated the length and width of the board, and by d_ {3} the width of the support of the beam, the following relationships should be fulfilled:

d_{1}= n \ (d_{2} + d_{3}) + d_{4},d_ {1} = n \ (d_ {2} + d_ {3}) + d_ {4},

siendo n un número entero.being n a number whole.

Para el caso de tableros con proporciones similares a las anteriormente indicadas, n = 3, lo que significa que se cumpliría:In the case of boards with proportions similar to those indicated above, n = 3, which means that would be fulfilled:

d_{1}= 3 \ (d_{2} + d_{3}) + d_{4},d_ {1} = 3 \ (d_ {2} + d_ {3}) + d_ {4},

es deciris tell

d_{4}= d_{1} - 3 \ (d_{2} + d_{3})d_ {4} = d_ {1} - 3 \ (d_ {2} + d_ {3})

Para su mejor comprensión se adjuntan a título de ejemplo unos dibujos explicativos de la presente invención, simplemente a título ilustrativo y no limitativo.For your best understanding they are attached to title example explanatory drawings of the present invention, simply by way of illustration and not limitation.

La figura 1 muestra esquemáticamente un portacorreas realizado de acuerdo con la presente invención.Figure 1 schematically shows a belt carrier made in accordance with the present invention.

La figura 2 muestra esquemáticamente un tablero de encofrado de pisos normalizado.Figure 2 schematically shows a board of standardized floor formwork.

La figura 3 muestra la disposición de un tablero de piso en un portacorreas estándar.Figure 3 shows the layout of a board of floor in a standard belt carrier.

La figura 4 muestra el portacorreas objeto de la invención con la disposición de soportes para pasamanos de protección en el extremo libre.Figure 4 shows the belt carrier object of the invention with the provision of supports for handrails of free end protection.

La figura 5 es una vista semejante a la figura 4 con un tablero en disposición transversal en un extremo.Figure 5 is a view similar to Figure 4 with a board in transverse arrangement at one end.

Las figuras 6 y 7 representan respectivamente versiones con dos y tres tableros en disposición transversal respectivamente.Figures 6 and 7 represent respectively versions with two and three boards in transverse arrangement respectively.

La figura 8 es una vista esquemática de una sección de obra en la que se observa la disposición de un portacorreas de acuerdo con la invención.Figure 8 is a schematic view of a work section in which the disposition of a belt carrier according to the invention.

La figura 9 corresponde a una vista en planta de la disposición de elementos de la figura 8, en el caso de disposición de un tablero transversalmente.Figure 9 corresponds to a plan view of the arrangement of elements of figure 8, in the case of provision of a board transversely.

Las figuras 10 y 11 son figuras similares a las figuras 8 y 9, mostrando la disposición de tres tableros en disposición transversal.Figures 10 and 11 are figures similar to those Figures 8 and 9, showing the arrangement of three boards in cross arrangement.

Tal como se aprecia en las figuras, el portacorreas (1) objeto de la presente invención está dotado de dos grupos iguales de soportes de correas, numerados respectivamente (2), (3), (4) y (5), y (7), (8), (9) y (10), con un soporte intermedio común (6). Ello representa una longitud total a dos tableros estándar del tipo representado en la figura 2 en la que se observa un tablero estándar rectangular (11), cuya longitud y anchura se han representado respectivamente por d_{1} y d_{2}. Por lo tanto, el tablero (11) podrá ser situado sobre las vigas colocadas, por ejemplo, en los apoyos (2) y (6) u otros, cumpliéndose:As can be seen in the figures, the Strap holder (1) object of the present invention is provided with two equal groups of belt supports, numbered respectively (2), (3), (4) and (5), and (7), (8), (9) and (10), with a support common intermediate (6). This represents a total length of two standard boards of the type shown in figure 2 in which look at a standard rectangular board (11), whose length and width have been represented respectively by d_ {1} and d_ {2}. Therefore, the board (11) can be placed on the beams placed, for example, on supports (2) and (6) or others, fulfilling:

d_{1}= 3 \ (d_{2} + d_{3}) + d_{4}d_ {1} = 3 \ (d_ {2} + d_ {3}) + d_ {4}

Los soportes de correas están dispuestos en cada tramo de manera que se consigan tramos de longitud d_{2}+ d_{3}, es decir, permitiendo la disposición de tableros de encofrado transversalmente al portacorreas. Ello permitirá conseguir las realizaciones mostradas en las figuras 5, 6 y 7, en las que se aprecia el portacorreas con la disposición, respectivamente, de un tablero transversal (12), dos tableros (12) y (13) o tres tableros (12), (13) y (14), permitiendo resolver los correspondientes casos de exceso de longitud del vano a cubrir por el encofrado de piso, salvando la falta de correspondencia del vano por un múltiplo exacto de la longitud de un tablero estándar.The belt supports are arranged in each section so that sections of length d_ {2} + d_ {3} are achieved,  that is, allowing the provision of formwork boards transversely to the belt carrier. This will allow to obtain the embodiments shown in figures 5, 6 and 7, in which appreciate the belt carrier with the arrangement, respectively, of a cross board (12), two boards (12) and (13) or three boards (12), (13) and (14), allowing the corresponding cases to be resolved of excess length of the opening to be covered by the floor formwork, saving the lack of correspondence of the vain by a multiple Exact length of a standard board.

A efectos de comparación, se ha mostrado en la figura 3 un portacorreas (15) del tipo actualmente conocido, en el que se aprecia la disposición longitudinal de uno de los tableros (16) que puede soportar longitudinalmente, tal como se practica habitualmente en este ramo.For comparison purposes, it has been shown in the Figure 3 a belt carrier (15) of the type currently known, in the that the longitudinal arrangement of one of the boards is appreciated (16) which can be supported longitudinally, as practiced Usually in this bouquet.

En las figuras 8 a 11, se aprecia la realización de encofrados con ayuda de los portacorreas objeto de la invención.In figures 8 to 11, the embodiment is appreciated formwork with the help of the belts object of the invention.

En la figura 8 se aprecia un forjado de hormigón (17), correspondiente a una planta, realizándose el forjado (18) de la planta superior mediante un conjunto de portacorreas, por ejemplo, (19) y (20), con los correspondientes tableros en disposición longitudinal tal como se observa en la figura 9, en la que se han representado varios grupos de paneles de encofrado longitudinales designados con los números (21), (22), (23) y (24). En el caso representado, un tablero (25) queda dispuesto transversalmente en el extremo del encofrado permitiendo delimitar en el punto preciso el forjado (18), mediante soportes de extremo de estructura habitual (30), y con la colaboración del tablero en disposición transversal (25).Figure 8 shows a concrete slab (17), corresponding to a plant, making the floor (18) of the upper floor through a belt holder assembly, by example, (19) and (20), with the corresponding boards in longitudinal arrangement as seen in figure 9, in the that several groups of formwork panels have been represented Longitudinal designated with the numbers (21), (22), (23) and (24). In the case represented, a board (25) is arranged transversely at the end of the formwork allowing to delimit at the precise point the slab (18), by means of end brackets of habitual structure (30), and with the collaboration of the board in cross arrangement (25).

Se pueden conseguir disposiciones similares con dos y tres tableros de extremo, habiéndose representado en las figuras 10 y 11 el caso en el que se utilizan tres tableros de extremo tales como (25), (26) y (27).Similar provisions can be achieved with two and three end boards, having been represented in the Figures 10 and 11 the case in which three boards are used end such as (25), (26) and (27).

En todos los casos, el portacorreas objeto de la invención se completará mediante un soporte extremo (28) destinado a recibir los elementos de barandilla (29) que permitirán conseguir de manera fácil y rápida el dispositivo de protección extremo del portacorreas.In all cases, the belt carrier object of the invention will be completed by an end support (28) intended for receive the railing elements (29) that will allow to achieve the extreme protection device of the belt carrier

Todo cuando no afecte, altere, cambie o modifique la esencia del portavigas descrito, será variable a los efectos de la presente invención.Everything when it does not affect, alter, change or modify the essence of the described beam carrier, it will be variable to Effects of the present invention.

Claims (5)

1. Portavigas para extremos de estructuras de encofrado para forjados de piso, del tipo que presenta un elemento de viga con acoplamientos para puntales en su cara inferior y soportes para vigas transversales o correas en su parte superior, caracterizado por la disposición de:1. Beams for formwork structure ends for floor slabs, of the type that has a beam element with strut couplings on its lower face and supports for transverse beams or straps on its upper part, characterized by the provision of: a) sendos soportes de correas en los extremos del elemento de viga;a) two belt supports at the ends of the beam element; b) un soporte de correa en la parte media del elemento de viga; yb) a belt support in the middle part of the beam element; Y c) soportes de vigas transversales en cada uno de los tramos en que queda dividido el elemento de viga por el soporte intermedio, que determinan varios tramos iguales y sucesivos, y un tramo extremo de ajuste, correspondiendo cada uno de los tramos iguales junto con un soporte de correa intermedio a la anchura transversal de un tablero de encofrado.c) transverse beam supports in each of the sections in which the beam element is divided by the intermediate support, which determine several equal sections and successive, and an extreme stretch of adjustment, corresponding each of the same sections together with an intermediate belt support to the transverse width of a formwork board. 2. Portavigas para extremos de estructuras de encofrado para forjados de piso, según la reivindicación 1, caracterizado porque el número de tramos iguales conseguidos por los soportes intermedios es de tres en cada uno de los dos segmentos en que el soporte en posición media del elemento de viga divide a éste en dos partes iguales.2. Carrier for ends of formwork structures for floor slabs, according to claim 1, characterized in that the number of equal sections achieved by the intermediate supports is three in each of the two segments in which the support in the middle position of the element Beam divides it into two equal parts. 3. Portavigas para extremos de estructuras de encofrado para forjados de piso, según las reivindicaciones anteriores, caracterizado porque el tramo de ajuste de cada uno de los segmentos del elemento de viga corresponde a la diferencia de longitud entre los tres tramos iguales de cada segmento y la longitud total de un tablero de encofrado estándar.3. Beam carrier for ends of formwork structures for floor slabs, according to the preceding claims, characterized in that the adjustment section of each of the segments of the beam element corresponds to the difference in length between the three equal sections of each segment and the total length of a standard formwork board. 4. Portavigas para extremos de estructuras de encofrado para forjados de piso, según las reivindicaciones anteriores, caracterizada porque la longitud de cada uno de los tramos iguales conseguidos por los soportes intermedios, es de 550 mm, la anchura de los soportes de las vigas transversales es de 50 mm, la longitud total del tablero es de 1970 mm y la anchura del mismo es de 500 mm.4. Beam rails for ends of formwork structures for floor slabs, according to the preceding claims, characterized in that the length of each of the equal sections achieved by the intermediate supports is 550 mm, the width of the supports of the transverse beams It is 50 mm, the total length of the board is 1970 mm and its width is 500 mm. 5. Portavigas para extremos de estructuras de encofrado para forjados de piso, según la reivindicación 1, caracterizada porque en uno de los extremos el elemento de viga presenta un acoplamiento para un soporte de valla de protección para el extremo del portacorreas.5. Beam carrier for ends of formwork structures for floor slabs, according to claim 1, characterized in that at one of the ends the beam element has a coupling for a protective fence support for the end of the belt carrier.
ES200400707A 2004-03-23 2004-03-23 BEAM FOR EXTREME STRUCTURES OF FORMWORK FOR FLOOR FORGINGS. Expired - Fee Related ES2222842B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
ES200400707A ES2222842B1 (en) 2004-03-23 2004-03-23 BEAM FOR EXTREME STRUCTURES OF FORMWORK FOR FLOOR FORGINGS.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES200400707A ES2222842B1 (en) 2004-03-23 2004-03-23 BEAM FOR EXTREME STRUCTURES OF FORMWORK FOR FLOOR FORGINGS.

Publications (2)

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ES2222842A1 ES2222842A1 (en) 2005-02-01
ES2222842B1 true ES2222842B1 (en) 2005-10-01

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE602005022505D1 (en) 2005-02-23 2010-09-02 Ulma C Y E S Coop SCOPE PANEL FORMWORK SYSTEM
ES2288140B1 (en) * 2007-03-22 2008-08-16 Sistemas Tecnicos De Encofrados S.A. DEVICE FOR THE PROLONGATION OF PORTACORREAS OF SUPPORT OF FLOORING.

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1273165B (en) * 1958-04-24 1968-07-18 Holzmann Philipp Ag Formwork for solid ceilings or the like.
US3130950A (en) * 1961-01-24 1964-04-28 Symons Mfg Co Shore assembly for concrete floor slabs
FR1321536A (en) * 1962-02-07 1963-03-22 Concrete slab formwork
FR1504778A (en) * 1966-10-27 1967-12-08 Entpr Oger Advanced system of shuttering tables for the execution of solid reinforced concrete slabs
ES2164524B1 (en) * 1999-04-09 2003-06-01 Sistemas Tecn Encofrados Sa SAFETY DEVICE FOR FORMERS.

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