ES1060898U - Mastil support for networks work. (Machine-translation by Google Translate, not legally binding) - Google Patents
Mastil support for networks work. (Machine-translation by Google Translate, not legally binding)Info
- Publication number
- ES1060898U ES1060898U ES200501783U ES200501783U ES1060898U ES 1060898 U ES1060898 U ES 1060898U ES 200501783 U ES200501783 U ES 200501783U ES 200501783 U ES200501783 U ES 200501783U ES 1060898 U ES1060898 U ES 1060898U
- Authority
- ES
- Spain
- Prior art keywords
- tubular profile
- section
- support
- work
- networks
- 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.)
- Granted
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
Description
Mástil de soporte para redes de obra.Support mast for work networks.
La presente invención se refiere a un mástil que ha sido especialmente concebido como soporte, fijable al perímetro de un forjado, para sustentación de una red de protección de las utilizadas durante el desarrollo de la obra.The present invention relates to a mast that It has been specially conceived as a support, fixed to the perimeter of a floor, to support a network of protection of used during the development of the work.
El objeto de la invención es conseguir un mástil, de gran solidez estructural, capacitado para variar su longitud efectiva y para asegurar una fácil, rápida y segura fijación al mismo de la red a soportar.The object of the invention is to achieve a mast, of great structural strength, able to vary its length effective and to ensure an easy, fast and safe fixation to the same network to support.
Como es sabido, durante la construcción de un edificio de mayor o menor altura, se utilizan redes de protección que se adaptan al perímetro de la obra y que con una altura considerable, que normalmente es de nueve metros, y en paños del orden de veinticinco metros de largo, constituye una barrera de protección que, sin restar visibilidad entre el interior y el exterior de la obra, actúan como amortiguador frente a posibles caídas tanto de personas como de objetos, evitando lesionas para las primeras, y que los objetos puedan a su vez lesionar a personas situadas a nivel del suelo.As is known, during the construction of a building of greater or lesser height, protection nets are used that adapt to the perimeter of the work and that with a height considerable, which is normally nine meters, and in cloths of twenty-five meters long, it constitutes a barrier of protection that, without diminishing visibility between the interior and the outside of the work, they act as a buffer against possible falls of both people and objects, avoiding injuries to the first, and that objects can in turn injure people located at ground level.
Para la sustentación de dichas redes se utilizan mástiles metálicos, de configuración en "L" invertida, de manera que dichos mástiles se fijan al forjado por la extremidad libre de su rama mayor y sustentan la red por la extremidad libre de su rama menor, la cual se monta proyectada hacia el exterior de la obra.For the support of these networks are used metal masts, inverted "L" configuration, of so that said masts are fixed to the forged by the limb free of its major branch and support the network by the free limb of its minor branch, which is mounted projected outwards of the play.
Estos mástiles constituyen a veces un estorbo en determinadas manipulaciones o trabajos realizados en el seno de la obra, resultan en cualquier caso pesados y difíciles de manipular, y en ocasiones originan problemas a la hora de fijar la red, a lo que hay que añadir además que sus dimensiones preestablecidas y fijas no permiten adecuar el nivel de sustentación en altura de las redes a la cota requerida en cada caso.These masts sometimes constitute a hindrance in certain manipulations or work done within the work, they are in any case heavy and difficult to manipulate, and sometimes they cause problems when setting up the network, at which must also be added that its preset dimensions and fixed do not allow to adjust the level of support in height of the networks at the required level in each case.
El mástil que la invención propone resuelve de forma plenamente satisfactoria la problemática anteriormente expuesta, en los diferentes aspectos comentados.The mast proposed by the invention resolves from the problem was fully satisfactory before exposed, in the different aspects commented.
Para ello y de forma más concreta, dicho mástil está constituido mediante un cuerpo tubular, de acero, preferentemente de sección cuadrangular, dotado de dos acodamientos obtusos y contrapuestos, que determina dos tramos extremos, paralelos y sensiblemente desfasados, en una magnitud del orden de 800 milímetros, relacionados entre sí mediante un tramo oblicuo que distancia convenientemente el tramo superior del inferior, o lo que es lo mismo, que distancia convenientemente el tramo superior del borde de la fachada, para que no interfiera en los trabajos a realizar sobre el forjado superior a que o sobre el que se monta el mástil.To do this and more specifically, said mast it is constituted by a tubular body, of steel, preferably quadrangular section, equipped with two couplings obtuse and conflicting, which determines two extreme sections, parallel and noticeably out of date, in a magnitude of the order of 800 millimeters, related to each other by an oblique section that conveniently distance the upper section from the lower one, or what it is the same, that distance conveniently the upper section of the edge of the facade, so that it does not interfere in the work to perform on the upper floor than or on which the mast.
Como complemento de la estructura descrita el citado mástil tubular incorpora en su extremidad superior y en su inflexión obtusa inferior, sendas semi-argollas debidamente soldadas al mismo, para facilitar el atado o fijación de la red.As a complement to the structure described on said tubular mast incorporates in its upper extremity and in its lower obtuse inflection, semi-ring paths duly welded to it, to facilitate tying or fixing of the network.
El mástil así estructurado, con una longitud efectiva de cinco metros, puede ser transformado en un mástil de siete metros mediante la colaboración de una pieza accesoria, materializada también en un tubo de sección cuadrangular y de acero, como el anterior, pero en este caso rectilíneo, en el que su extremo superior presenta un ensanchamiento asimismo tubular, que permite el acoplamiento machihembrado a la extremidad inferior del mástil principal, para alargar la altura efectiva de éste último, de manera que de la cota de cinco metros anteriormente citada se pasa a una cota global de siete metros.The mast thus structured, with a length effective five meters, can be transformed into a mast of seven meters through the collaboration of an accessory piece, also materialized in a quadrangular section tube and steel, like the previous one, but in this case rectilinear, in which its upper end has an equally tubular widening, which allows tongue and groove coupling to the lower extremity of the main mast, to extend the effective height of the latter, so that the aforementioned five-meter elevation is passes to a global elevation of seven meters.
Para complementar la descripción que se está realizando y con objeto de ayudar a una mejor comprensión de las características del invento, de acuerdo con un ejemplo preferente de realización práctica del mismo, se acompaña como parte integrante de dicha descripción, un juego de dibujos en donde con carácter ilustrativo y no limitativo, se ha representado lo siguiente:To complement the description that is being performing and in order to help a better understanding of the characteristics of the invention, according to a preferred example of practical realization of it, is accompanied as part member of that description, a set of drawings where with illustrative and non-limiting nature, what has been represented next:
La figura 1.- Muestra una vista en alzado lateral de un mástil de soporte para redes de obra realizado de acuerdo con el objeto de la presente invención, concretamente de la pieza base que participa en dicho mástil, habiéndose representado detalles ampliados en la extremidad superior del mismo y de sus dos inflexiones obtusas.Figure 1.- Shows a side elevation view of a support mast for work networks made in accordance with the object of the present invention, specifically of the base piece participating in said mast, having represented details enlarged in the upper limb of the same and its two obtuse inflections.
La figura 2.- Muestra un detalle en perspectiva de la pieza complementaria del mástil de la figura anterior, para alargamiento del mismo.Figure 2.- Shows a detail in perspective of the complementary part of the mast of the previous figure, for lengthening of it.
La figura 3.- Muestra, finalmente, una representación similar a la figura 1, del montaje del mástil de dicha figura en combinación con la pieza complementaria de la figura 2.Figure 3.- Shows, finally, a representation similar to figure 1, of the mast assembly said figure in combination with the complementary piece of the figure 2.
A la vista de las figuras reseñadas puede observarse como el mástil que se preconiza está constituido mediante un cuerpo tubular (1), de acero, preferentemente de sección cuadrangular, en el que mediante curvado con un amplio radio, tal como muestran los dos detalles inferiores de la figura 1, se definen dos inflexiones obtusas (2) y (3), contrapuestas, que determinan en el citado perfil tubular (1) dos tramos extremos (4) y (5) rectilíneos, preferentemente de 1,2 metros de longitud, paralelos y desfasados en una magnitud preferentemente del orden de 80 centímetros, quedando estos dos tramos extremos (4) y (5) relacionados entre sí mediante un tramo intermedio, oblicuo y mayoritario que se corresponde con la propia referencia (1), y de manera que el perfil tubular en su conjunto presenta un longitud preferentemente del orden de cinco metros.In view of the figures outlined you can observe how the mast that is recommended is constituted by means of a tubular body (1), of steel, preferably of quadrangular section, in which by curving with a wide radius, as shown in the two lower details of the figure 1, two obtuse inflections (2) and (3), opposite, are defined which determine in the said tubular profile (1) two extreme sections (4) and (5) rectilinear, preferably 1.2 meters in length, parallel and outdated by a magnitude preferably of the order of 80 centimeters, leaving these two extreme sections (4) and (5) related to each other by an intermediate, oblique and majority corresponding to the reference itself (1), and of so that the tubular profile as a whole has a length preferably of the order of five meters.
Este perfil tubular (1) presenta en la extremidad libre de su sector extremo y superior (4) una semi-argolla (6) de configuración en "U", debidamente fijada al mismo por soldadura, tal como muestra el detalle superior de la figura 1, y facilita el atado de la red a dicho extremo del mástil, existiendo una segunda semi-argolla (7) a nivel de la inflexión inferior (3) como a su vez se observa en el detalle inferior de la figura 1, con la misma finalidad de la semi-argolla superior (6).This tubular profile (1) presents in the limb free from its extreme and upper sector (4) a semi-ring (6) "U" configuration, duly fixed to it by welding, as shown in the upper detail of figure 1, and facilitates the binding of the network to said end of the mast, there being a second semi-ring (7) at the level of the lower inflection (3) as seen in the lower detail of figure 1, with the same purpose of the upper semi-ring (6).
La extremidad inferior y libre del sector extremo inferior (5) del cuerpo tubular (1), está a su vez destinada a fijarse al formado, mediante enclavamiento en el mismo, o bien a quedar realzada con respecto a dicho forjado, para potenciar la altura efectiva del mástil, en éste caso con la colaboración de la pieza auxiliar (8) que aparece representada en detalle en la figura 2 y acoplada al perfil tubular (1) en la figura 3.The lower and free extremity of the extreme sector lower (5) of the tubular body (1), is in turn destined to be fixed to the formed, by interlocking in it, or to be enhanced with respect to said forging, to enhance the effective mast height, in this case with the collaboration of the auxiliary part (8) that is represented in detail in the figure 2 and coupled to the tubular profile (1) in Figure 3.
Esta pieza auxiliar (8), con una longitud del orden de dos metros, también tubular, de acero y con una sección cuadrangular coincidente con la del perfil tubular (1), incorpora en la que ha de ser su extremidad superior un sector ensanchado (9), de manera que la sección interna de dicho sector (9) coincide formal y dimensionalmente con la sección externa del cuerpo tubular (1) a nivel de su citada extremidad inferior (5) y al objeto de permitir el acoplamiento coaxial machihembrado entre ambas piezas o perfiles tubulares, para potenciar la altura del mástil, que pasa así de cinco a siete metros, como se desprende de la comparación de las figuras 1 y 3. Lógicamente en éste caso de la figura 3 será la extremidad inferior de la pieza auxiliar (8) la que se inserte en la masa de hormigón constitutiva del forjado correspondiente de la obra.This auxiliary part (8), with a length of order of two meters, also tubular, of steel and with a section quadrangular coinciding with that of the tubular profile (1), incorporates in which it has to be its upper extremity a widened sector (9), so that the internal section of said sector (9) coincides formally and dimensionally with the outer section of the tubular body (1) at the level of said lower limb (5) and for the purpose of allow tongue and groove coaxial coupling between both parts or tubular profiles, to enhance the height of the mast, which passes so five to seven meters, as can be seen from the comparison of Figures 1 and 3. Logically in this case of Figure 3 will be the lower extremity of the auxiliary part (8) which is inserted into the concrete mass constituting the corresponding floor slab of the work.
Claims (2)
obra.1. Support mast for work networks, of the type intended to be fixed to the marginal area of a building slab, and to support protection nets that reach heights of the order of nine meters, characterized by being constituted by a tubular profile, of steel, preferably quadrangular section, in which two obtuse inflections are established, due to its curvature, contraposed, determining two parallel and notably outdated end sections, and an intermediate and oblique section that relates them, incorporating said tubular profile a semi -argolla solidarity to its upper and free limb, and a second semi-ring set in turn at the level of the lower inflection, while the lower extremity of said tubular profile is insertable in the mass of concrete constituting a floor slab
work.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES200501783U ES1060898Y (en) | 2005-08-01 | 2005-08-01 | MASTIL SUPPORT FOR NETWORKS. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES200501783U ES1060898Y (en) | 2005-08-01 | 2005-08-01 | MASTIL SUPPORT FOR NETWORKS. |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| ES1060898U true ES1060898U (en) | 2005-12-01 |
| ES1060898Y ES1060898Y (en) | 2006-03-16 |
Family
ID=35453133
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES200501783U Expired - Fee Related ES1060898Y (en) | 2005-08-01 | 2005-08-01 | MASTIL SUPPORT FOR NETWORKS. |
Country Status (1)
| Country | Link |
|---|---|
| ES (1) | ES1060898Y (en) |
-
2005
- 2005-08-01 ES ES200501783U patent/ES1060898Y/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| ES1060898Y (en) | 2006-03-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| ES2964744T3 (en) | Structural joint | |
| ES2344155T3 (en) | ARMOR BODY OF PLASTIC MATERIAL REINFORCED WITH FIBERS. | |
| ES2253967A1 (en) | Rigid screwed assembly system for metal structures | |
| ES2249258T3 (en) | ANDAMIAJE ELEMENTS WITH BLOCKING DEVICE. | |
| EA201800437A1 (en) | EMPTYING ELEMENT OF FIXABLE FORMWORK FOR REINFORCED CONCRETE MULTI-EMPTY PLATE CONSTRUCTIONS | |
| ES2924334T3 (en) | horizontal bar | |
| ES1060898U (en) | Mastil support for networks work. (Machine-translation by Google Translate, not legally binding) | |
| ES2279824T3 (en) | TUBULAR ANDAMIO SYSTEM. | |
| ES2660670T3 (en) | Scaffolding cladding board | |
| ES2857818T3 (en) | Traffic lane separation device | |
| ES2339761T3 (en) | STEEL BEAM | |
| JP2016196802A (en) | Spacer and reinforcement setting method | |
| ES2345822T3 (en) | MEMBER OF SOIL PLATFORM FOR TRAVELING. | |
| ES2416832A1 (en) | Wedging system for transmitting loads in formwork to the surrounding earth | |
| ES2323974T3 (en) | SUPPORT STRUCTURE FOR ELEVATED FLOOR ASSEMBLY. | |
| ES2922803T3 (en) | Formwork edge element and method for forming a foundation for a building | |
| ES2922402T3 (en) | Anti-lift coupling system | |
| ES2323783T3 (en) | STEEL BEAM | |
| ES2635495T3 (en) | Device for joining two components separated by a joint | |
| ES2550581T3 (en) | Support Element Set | |
| ES2311669T3 (en) | CONSTRUCTION OF A FLOOR FORGED MANUFACTURED WITH PLATE-SHAPED ELEMENTS AND AN ACCESSORY FOR THE FORGED TO BE USED WITH THE SAME. | |
| ES2262439B1 (en) | SUPPORT OF DOUBLE HOOK NETWORK PROTECTION ANTICAIDA FOR CONSTRUCTION WORKS. | |
| ES2264296B1 (en) | STRUCTURE FOR CONCRETE FLOORING OF CONCRETE FLOORS AND CORRESPONDING FORMWORK PROCEDURE. | |
| ES2269006A1 (en) | Floor plank has salient hooks disposed on upper part of lateral or side face of each beam to receive ends of plank panels | |
| ES2329102B1 (en) | PREFABRICATED PANEL WITH INCORPORATED CLOSING COVER. |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FG1K | Utility model granted | ||
| FD1K | Utility model lapsed |
Effective date: 20130919 |