WO1993025772A1 - Dismountable systems for pillars and supports of buildings - Google Patents

Dismountable systems for pillars and supports of buildings Download PDF

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Publication number
WO1993025772A1
WO1993025772A1 PCT/ES1992/000064 ES9200064W WO9325772A1 WO 1993025772 A1 WO1993025772 A1 WO 1993025772A1 ES 9200064 W ES9200064 W ES 9200064W WO 9325772 A1 WO9325772 A1 WO 9325772A1
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WIPO (PCT)
Prior art keywords
pillars
supports
systems
anchoring
pillar
Prior art date
Application number
PCT/ES1992/000064
Other languages
Spanish (es)
French (fr)
Inventor
Carlos Del Barrio Diez
Original Assignee
Carlos Del Barrio Diez
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 Carlos Del Barrio Diez filed Critical Carlos Del Barrio Diez
Priority to EP19920918318 priority Critical patent/EP0598829A1/en
Priority to AU24840/92A priority patent/AU2484092A/en
Publication of WO1993025772A1 publication Critical patent/WO1993025772A1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/022—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames

Definitions

  • the present intention of the construction system is due to the current shortage of construction work. qualified and at the high cost of it as well as the need to increase yields to achieve an adequate relation in term-quality-cost.
  • Figure 1 gives us a perspective view, elevation plan and a section of an anchor plate with their corresponding clubs and bundles thereof.
  • FIG. 3 is a general perspective view where in addition to the 1st phase we see its connection with the phases
  • the sanitation network will be made with PVC pipes that can be hung from lattice girders and slab modules, and can be brought out through the bases by service openings.
  • Figure 3 shows a perspective representing the connection between the 1st and 2nd phase, as well as the connection between the 2nd and 5th phase.
  • Figure 4 shows different views of Base pieces or base plan, perspective and elevation.
  • Figure 5 shows a variant of foundation by points using pillars instead of clubs. To do this, stick the foot into the filling with the push screw. The studs are inserted into the Pile after removing the push screw and then the push screw is screwed in again, which will open the studs that will be embedded in the ground. An anchor plate or the base piece or base can be placed on the piles.
  • the Pile tubes will be joined by threading them and placing the studs of the size of the resulting pile.
  • Figure 6 shows an adjustment piece built on laminated profiles instead of sheet metal.
  • Figure 8 shows a perspective view with the support detail of lattice girders.
  • the lattice girders (figure 8) are made to coincide by their holes in the support plates at the ends, with the threaded rounds carried by the bases on the wings, and then the nuts are tightened on them.
  • Pillar base in the corner.
  • Shaft pillar corner pieces 4.- Pieces with a pillar shaft between pillars, straight outer section.
  • the camera system (figure 26) will be the same as that of the 6th phase enclosure, screwing the partitions together and to the camera forming modules.
  • the modules are like the plants forged but with the nails or "V" flanges arranged as indicated in Figures 31 and 32.
  • 11th phase Boards are screwed to the modules and may be made of fiber cement, etc.
  • the enclosure can be made of concrete or board as planned in the 6th phase. 13th phase
  • the frame will adapt to the size of the tile and the number of pieces of it.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Tents Or Canopies (AREA)

Abstract

Dismountable and salvable structure for pillars and supports of buildings, comprised of an anchoring plate (10) which may be levelled by means of lower anchoring nuts screwed on threaded anchoring bars (8) which are independently positioned by means of perimetral and interior stirrups (12) before pouring the concrete. After pouring the concrete on the base, the anchoring plate is fixed by means of upper anchoring nuts (2) and is used as a levelling base for the modules of the pillars which are provided with trussed beam wings (6), nuts for anchoring the closures (4), and gaps (7) for the passage of utilities. Thereby, such system may be provided as structural elements in disassembled conditions, together with a manual of instructions to enable the building firm or constructor to mount such system with its own labor.

Description

Sistemas desmontables para pilares y apoyos de edificio. se trata, como su título indica, de un sistema de construcciones desmontables con el que se pretende:  Detachable systems for pillars and building supports. it is, as its title indicates, a system of removable constructions with which it is intended:
1.- Reducción en los costes de mano de obra (encofradores, ferral listas, albafíilería, etc) ya que el sistema no precisa de mano de obra especializada. 1.- Reduction in labor costs (shuttering, ironwork, masonry, etc.) since the system does not require specialized labor.
2.- La idea esencial es taunqυe el montaje se pueda realizar a base de soldaduras) conseguir una estructura recuperable que se puede desmontar, transportar a otro lugar y volver a montar en otra construcción con las ventajas de rapidez y costo que ello supone. 2.- The essential idea is that the assembly can be carried out based on welds) to obtain a recoverable structure that can be dismantled, transported to another place and reassembled in another construction with the advantages of speed and cost that this implies.
3.- Por otra parte, como las piezas se pueden elaborar en la zona en que se pretende construir se pueden minimizar los gastos de carga, transporte y descarga si estos fuesen de una entidad considerable. 3.- On the other hand, since the pieces can be made in the area in which it is intended to be built, the costs of loading, transportation and unloading can be minimized if they are of a considerable size.
4.- Posibilidad de servir los elementos estructurales del sistema sin montaje, facilitando un manual de mstrucionss para que la empresa constructora pueda montarlo con mano de obra propia. 4.- Possibility of serving the structural elements of the system without assembly, providing a construction manual so that the construction company can assemble it with its own labor.
5.- Posibilidad de ir reutilizando los módulos dentro de la misma construcción que se ira desarrollando por zonas. 5.- Possibility of reusing the modules within the same construction that will be developed by zones.
6.- Todas las piezas y el sistema en general se puede realizar soldado. 6.- All the pieces and the system in general can be welded.
Per tanto, se debe la presente intención de sistema constructivo a la actual escasez de mane de obra cualificada y al alto costo de ésta asi como a la necesidad de aumentar rendimientos para conseguir una adecuada relación en plazo-calidad-costo. Therefore, the present intention of the construction system is due to the current shortage of construction work. qualified and at the high cost of it as well as the need to increase yields to achieve an adequate relation in term-quality-cost.
La construcción se realiza en una serie de fases que pasamos a describir. Construction is carried out in a series of phases that we will describe.
1a fase, 1st phase,
Se refiere al reci-bido y nivelación de placas de anclaje y peanas. It refers to the reception and leveling of anchor plates and bases.
Una vez realizado el replanteo y la excavación de zanjas y zapatas y de perfiladas y compactadas por medios manuales y/o mecánicos se procederá a verter una capa de hormigón de limpieza y sobre ésta, separada por los correspondientes tacos, las parrillas o armaduras correspondientes de zapatas y vigas de atado y según se va hormigonando se recibirán en este hormigón las garrotas, Que vendrán en una sola pieza, lo más aplomadas y niveladas posible, dejando por debajo del nivel de placas de anclaje espacio suficiente para poder nivelar la placa con las tuercas inferiores. Una vez niveladas las placas se colocan las tuercas superiores para fijar aquellas, macizar y rellenar la parte inferior de la placa con hormigón. Once the layout and excavation of trenches and footings and of profiles and compacted by manual and / or mechanical means have been carried out, a cleaning concrete layer will be poured and on this, separated by the corresponding dowels, the corresponding grills or reinforcement of shoes and tie beams and as the concrete is being poured, the clubs will be received in this concrete, which will come in one piece, as plumb and level as possible, leaving below the level of the anchor plates sufficient space to level the plate with the lower nuts. Once the plates are leveled, the upper nuts are placed to fix them, solidify and fill the lower part of the plate with concrete.
Para entender con más claridad la presente invención vamos a basarnos en una serie de figuras explicativas que añadimos al final de esta memoria y reivindicaciones. In order to understand the present invention more clearly, we will base ourselves on a series of explanatory figures that we add at the end of this specification and claims.
La figura 1 nos da una vista en perspectiva, planta alzado y una sección de una placa de anclaje con sus correspondientes garrotas y atados de las mismas. Figure 1 gives us a perspective view, elevation plan and a section of an anchor plate with their corresponding clubs and bundles thereof.
En la figura 2, que corresponde a .las fases 1a yIn figure 2, which corresponds to .phases 1a and
2a se aprecia la fase de nivelación y recibido de la placa de anclaje (fase 15) y la fase de atornillado de peana2a the leveling phase is shown and received from the anchor plate (phase 15) and the base screwing phase
(fase 2a). En esta figura 2 los numerales que aparecen tienen el siguiente significado: (phase 2a). In this figure 2 the numerals that appear have the following meaning:
1.- Rosca anclaje inferior para nivelar la placa de anclaje antes de homigonar. 1.- Lower anchor thread to level the anchor plate before homogonating.
2.- Rosca anclaje superior para fijar la placa de anclaje antes de homigonar y poder colocar posteriormente la peana (parte superior de la figura). 2.- Upper anchor thread to fix the anchor plate before homogenizing and to be able to place the base later (upper part of the figure).
3.- Rosca anclaje pilar (peana). 3.- Pillar anchor thread (base).
4.- Rosca anclaje cerramiento (módulos cerramiento, tabiques y cerchas). 4.- Enclosure anchor thread (enclosure modules, partitions and trusses).
5.- Ala cerramiento para soportar de cerramientos y tabiquería. 5.- The enclosure to support closings and partitions.
6.- Ala viga de celos ia (posición variable). 6.- Wing of lattice ia (variable position).
7.- Entrada de servicios (posición variable). 7.- Service entrance (variable position).
8.- Garrotas de anclaje de peana. 9.- Garrota exterior (placa anclaje peana). 8.- Base anchor sticks. 9.- Outer club (base anchor plate).
10.- Placa de anclaje. 10.- Anchor plate.
11.- Base pilar para soporte de este viga y zócolo de carramiento. 12.- Estribos peπmetrales e interiores. 11.- Pillar base to support this beam and support base. 12.- Peπmetral and internal stirrups.
La figura 3 es una vista en perspectiva general donde además de la 1a fase vemos su conexión con las fasesFigure 3 is a general perspective view where in addition to the 1st phase we see its connection with the phases
2a y 51. 2a and 51.
2a fase 2nd phase
En esta segunda fase se procede a la colocación de bases o peanas y red horizontal de saneamiento. In this second phase we proceed to the placement of bases or bases and horizontal sanitation network.
La red de saneamiento se realizará con tubería de PVC que podrán colgarse de vigas celosías y módulos de forjado, pudiéndose sacar fuera a través de las peanas por aberturas de servicios. The sanitation network will be made with PVC pipes that can be hung from lattice girders and slab modules, and can be brought out through the bases by service openings.
Para la colocación de las peanas se comienza por quitar las tuercas superiores de la placa de anclaje y una vez comprobados los niveles, se coloca la peana sobre la placa haciendo coincidir los taladros que tiene la peana con los redondos roscados de las garrotas de anclaje. To place the bases, begin by removing the upper nuts of the anchor plate and once the levels have been checked, place the base on the plate, matching the holes in the base with the threaded rounds of the anchor clubs.
Una vez colocada se apretaran las tuercas otra vez Once in place the nuts will be tightened again
En la figura 3 se aprecia una perspectiva que representa la conexión entre la 1a y 2a fase, asi como la conexión entre la 2a y 5a fase. Figure 3 shows a perspective representing the connection between the 1st and 2nd phase, as well as the connection between the 2nd and 5th phase.
En la figura 4 se aprecian distintas vistas de Piezas de peana o base en planta, perspectiva y alzado. Figure 4 shows different views of Base pieces or base plan, perspective and elevation.
La figura 5 nos muestra una variante de cimentación por puntos mediante pilares en vez de garrotas. Para ello se clava el pílete en el relleno con el tornillo de empuje. Se introducen los espárragos en el Pilote después de sacar el tornillo de empuje y a continuación se rosca de nuevo el tornillo de empuje con lo cual se abrirán los espárragos que se incrustarán en el terreno. Sobre los pilotes se podrá colocar una placa de anclaje o directamente la pieza base o peana. Figure 5 shows a variant of foundation by points using pillars instead of clubs. To do this, stick the foot into the filling with the push screw. The studs are inserted into the Pile after removing the push screw and then the push screw is screwed in again, which will open the studs that will be embedded in the ground. An anchor plate or the base piece or base can be placed on the piles.
Para los pilotes se empalmarán los tubos del Pilote roscándolos y colocando los espárragos de la medida del pilote resultante. For the piles the Pile tubes will be joined by threading them and placing the studs of the size of the resulting pile.
3a fase 3rd phase
En la figura 6 se aprecia una pieza de ajuste construida sobre perfiles laminados en vez de chapa. Figure 6 shows an adjustment piece built on laminated profiles instead of sheet metal.
En la figura 7 observamos una pieza especial de empalme de entreplanta que separa dos piezas de fuste y sobre la que apoyan las vigas de atado y vigas de celosía. In figure 7 we observe a special mezzanine joint piece that separates two stem pieces and on which the tie beams and lattice beams rest.
En la figura 8 se representa una perspectiva con el detalle de apoyo de vigas de celosía. Figure 8 shows a perspective view with the support detail of lattice girders.
En las figuras 9 a 14 vemos distintos detalles de piezas de fuste, (armaduras, encofrados, etc). In Figures 9 to 14 we see different details of stem pieces, (trusses, formwork, etc.).
Las figuras 15, 16 y 17 dan los distintos tipos de placas de anclaje de fuste según el tipo de pilar, donde podemos distinguir las casos siguientes: Figures 15, 16 and 17 give the different types of shaft anchor plates according to the type of pillar, where we can distinguish the following cases:
- pilar aislado más viga, - pilar entre dos muros de cerramiento con cámaras más viga perpendicular a muros, - pilar entre dos muros de cerramiento y dos vigas paralelas a muros, - isolated pillar plus beam, - pillar between two enclosure walls with chambers plus beam perpendicular to walls, - pillar between two enclosure walls and two beams parallel to walls,
- pilar entre cuatro muros de cerramiento y cámaras, más dos vigas perpendiculares entre si, - pillar between four enclosure walls and chambers, plus two perpendicular beams between them,
- pilar en esquina con muros de cerramiento y cámara más viga, pilar entre cuatro muros, cerramiento y cámaras, más cuatro vigas, - corner pillar with enclosure walls and chamber plus beam, pillar between four walls, enclosure and chambers, plus four beams,
- pilar aislado, - isolated pillar,
- pilar aislado más dos tabiques, - isolated pillar plus two partitions,
- pilar aislado más tres tabiques, - isolated pillar plus three partitions,
- pilar aislado más cuatro tabiques, - isolated pillar plus four partitions,
- pilar aislado más tabique, - isolated pillar plus partition,
- pilar en extremo con muro, cerramiento y cámara, - end pillar with wall, enclosure and chamber,
- etc. - etc.
Las vigas en celosía (figura 8) se hacen coincidir por sus taladros en las placas de apoyo que llevan en los extremos, con las redondos roscados que llevan las peanas en las alas y a continuación se aprietan las tuercas sobre ellas. The lattice girders (figure 8) are made to coincide by their holes in the support plates at the ends, with the threaded rounds carried by the bases on the wings, and then the nuts are tightened on them.
4a fase Los módulos que sustituyen al forjado tradiconal son como se indica en la figura 20 de tubo rectangular aunque esta forma se puede sustituir por perfil normal en "L" y mallazo, si se quiere rellenar con hormigón. En cualquier caso llevarán en los extremos posteriores en forma de "U" invertidas que encajarán en la parte superior de la viga entre los dos perfiles LPN que la forman. 4th phase The modules that replace the traditional slab are as indicated in figure 20 of rectangular tube although this shape can be replaced by a normal "L" profile and mesh, if you want to fill it with concrete. In any case, they will have inverted "U" -shaped ends that will fit at the top of the beam between the two LPN profiles that form it.
5a fase 5th phase
A partir de la 4a fase se comienzan a colocar las piezas de fuste que conforman los pilares, con las p iezas indicadas en las figuras 15, 16 y 17 según la posición del Pilar dentro del proyecto que se está realizando. Starting from the 4th phase, the shaft pieces that make up the pillars begin to be placed, with the pieces indicated in Figures 15, 16 and 17 according to the position of the Pillar within the project being carried out.
En la figura 21 vemos: 1.- Base entre vigas, sin cerramiento. 2. - Base con viga y tabiques interiores. In figure 21 we see: 1.- Base between beams, without enclosure. 2. - Base with beam and interior partitions.
3.- Fuste entre vigas, aislado. 3.- Pole between beams, isolated.
4.- Fuste con dos tabiques interiores. 4.- Shaft with two interior partitions.
5.- Ala, viga y tabique. 5.- Wing, beam and partition.
En la. figura 22 vemos: 1.- Base pilar (peana), entre pilares, tramo recto exterior. In the. Figure 22 we see: 1.- Base pillar (base), between pillars, straight outer section.
2.- Base pilar (peana) en esquina. 3.- Piezas fuste pilar en esquina. 4.- Pi ezas fuste pilar entre pilares, tramo recto exterior. 2.- Pillar base (base) in the corner. 3.- Shaft pillar corner pieces. 4.- Pieces with a pillar shaft between pillars, straight outer section.
5.- Rosca anclaje de pilar. 5.- Pillar anchor thread.
En la figura 23 vemos: In figure 23 we see:
1.- Pilar esquina con cerramiento y cámara. 1.- Corner pillar with enclosure and camera.
2.- Pilar exterior, tramo recto con cerramiento y cámara. 2.- Exterior pillar, straight section with enclosure and camera.
3.- Pilar aislado con cerramiento en zócalo y viga, 3.- Insulated pillar with base and beam cladding,
4.- Pilar con dos tabiques. 5.- Pilar esquina con tabique. 6a fase 4.- Pillar with two partitions. 5.- Corner pillar with partition. 6th phase
Esta fase consta de dos soluciones (figuras 25 y This phase consists of two solutions (Figures 25 and
A) Módulos metálicos formados por tubo rectangular que se atromllan a las alas de los pilares y que se coloan entre piezas; zócalo cerrando la cámara de aire que queda bajo el forjado de planta baja, pieza que va desde el forjado hasta parte superior de los huecos que vendrán hechos con los módulos y pieza que va hasta el forjado primero de planta o cercha y que contendré las persianas. A) Metallic modules formed by rectangular tube that are attached to the wings of the pillars and that are placed between pieces; plinth closing the air chamber that is under the floor slab on the ground floor, a piece that goes from the slab to the top of the holes that will come made with the modules and a piece that goes to the first floor slab or truss and that will contain the blinds .
B) Módulos formados con perfiles normales LFN iguales a la solución A) y con la misma colocación pero en la solución A) se atroni liaran tableros para cerrarB) Modules formed with normal LFN profiles equal to solution A) and with the same placement but in solution A) boards will be tied to close
(fibrocemsnto, aglomerados, etc) y en la B se proyectarán (gunitado) o bien hormigón (ligero a ser posible) encofrado por la parte interior con madera, chapa perforada, etc. (fibrocemsnto, agglomerates, etc.) and in B they will project (gunite) or concrete (light if possible) formwork on the inside with wood, perforated sheet metal, etc.
7a fase 7th phase
El sistema de cámara (figura 26) será el mismo que el de cerramiento de la 6a fase atornillando los tabiques entre si y a los módulos de formación de cámaras. The camera system (figure 26) will be the same as that of the 6th phase enclosure, screwing the partitions together and to the camera forming modules.
Se puede utilizar en tabiquería cualquier otro sistema tradicional (ladrillo, escayola, pladur, etc). Any other traditional system (brick, plaster, plasterboard, etc.) can be used in partitioning.
8a fase 8th phase
En esta fase se colocan las placas de apoyo de cercha las cuales se indican en las figuras 27, 28, 29 y 30 atornilladas a la última pieza del pilar, que vendrá ya preparada. 9a fase Las cerchas vendrán en piezas y se fijarán Ios apoyos según se indica en las figuras 31 y 32. In this phase, the truss support plates are placed, which are indicated in Figures 27, 28, 29 and 30 bolted to the last part of the pillar, which will come ready-made. 9th phase The trusses will come in pieces and the supports will be fixed as indicated in Figures 31 and 32.
10a fase Los módulos son como los de forjado de plantas pero con las uñas o pestañas en "V" dispuestas como se indica en las figuras 31 y 32. 10th phase The modules are like the plants forged but with the nails or "V" flanges arranged as indicated in Figures 31 and 32.
11a fase Se atornillan tablero a los módulos pudiendo ser de fibrocemsnto, etc. 11th phase Boards are screwed to the modules and may be made of fiber cement, etc.
12a fase 12th phase
El cerramiento puede ser de hormigón o tablero tal como se preveía en la 6a fase. 13a fase The enclosure can be made of concrete or board as planned in the 6th phase. 13th phase
Sistemas tradicionales. Traditional systems.
14a fase Tal como se indica en la figura 33, siguiendo el siguiente proceso: 14th phase As indicated in figure 33, following the following process:
1.- El marco se adaptará a la medida del azulejo y número de piezas de este. 1.- The frame will adapt to the size of the tile and the number of pieces of it.
2.- Se coloca en el marco un tablero de fibracemsnto, escayola, etc. 2.- A fiber board, plaster, etc. is placed in the frame.
3.- Se recibe el azulejo sobre el tablero con cemento, cola, y otro pegamento. 3.- The tile is received on the board with cement, glue, and another glue.
4.- Una vez fraguado y endurecido, se transporta a la obra. 5.- Una vez en la obra se recibe el tablero con cemento cola al paramento. 4.- Once set and hardened, it is transported to the site. 5.- Once on site, the board is glued with cement to the facing.
Si se quiere atornillar al paramento, se desplaza el tablero hacia la parte que va a quedar arriba en el paramento, con lo cual el tornillo queda tapado por la solapa de azulsjo de la parts interior del tramo supsrior, If you want to screw to the facing, move the board to the part that will be on top of the facing, so that the screw is covered by the blue flap of the inner parts of the upper section,

Claims

R E I V I N D I C A C I O N E S
1.- Sistemas desmontablss para pilares y apoyos de edificios, caracterizado por la utilización de piezas de estructura recuperables que se pueden desmontar, transportar y volver a montar en otra construcción. 1.- Detachable systems for pillars and building supports, characterized by the use of recoverable structure parts that can be disassembled, transported and reassembled in another construction.
2.- sistemas desmontables para pilares y apoyos de sdificios, caracterizado por la utilización de garrotas de anclaje que se van recibidas en hormigón y cuyos extremos van roscados para que, una vez colocada sobre ellas la placa de anclaje se pueda fijar y nivelar mediants tuercas inferiores y superiores. 2.- removable systems for pillars and supports of buildings, characterized by the use of anchoring sticks that are received in concrete and whose ends are threaded so that, once placed on them the anchor plate can be fixed and leveled by means of nuts lower and upper.
3.- Sistemas desmontables para pilarss y apoyos de sdificios, caracterizado porque las garrotas qus sustentan a la placa de anclaje van atadas entrs si y con independíencía del resto de los elementos. 3.- Removable systems for pilarss and supports of buildings, characterized in that the sticks that support the anchor plate are tied together and independently of the rest of the elements.
4.- Sistemas desmontables para pilares y apoyos de edificios, caracterizado porque las piezas de fuste que apovan sobre las placas de anclaje van dotadas de aberturas para poder dar el trazado adecuado a la redss de canalización y por disponer de pestañas en perfil laminado normal en L para apoyo de vigas y cerchas. 4.- Removable systems for pillars and building supports, characterized in that the shaft pieces that rest on the anchoring plates are provided with openings to be able to give the proper layout to the pipeline network and for having tabs in normal laminated profile in L for support of beams and trusses.
5.- Sistemas desmontablss para pilares y apoyos, caracterizado por una vanante de cimentación por puntos en vez ds garrotas de forma que se clava un pilote en el relleno del terreno y un tornillo de empuje. Después se introducen los espárragos en el pilote dsspués de sacar sl tornillo de empuje y a continuación se rosea de nuevo el tornillo ds empuje con le cual se abrirán los espárragos que se incrustaran en el terreno. Sobre les pilotes se podré colocar una placa ds anclaje o directamente la pieza bass o psana. Para los pilotss ss smpalmarén los tubos del pilots roscándolos y colocando los sspárragos de la msdida del pilote resultante. 5.- Detachable systems for pillars and supports, characterized by a vacancy of foundations by points instead of garrotas so that a pile is stuck in the landfill and a thrust screw. Then the studs are inserted into the pile after removing the thrust screw and then the thrust screw is screwed again, which will open the studs that will be embedded in the ground. On the piles you can place an anchor plate or directly the piece bass or psana. For the ss pilots the pilots tubes by threading them and placing the sspárragos of the size of the resulting pile.
6.- Sistemas desmontables para pilares y apoyos de edificios, caracterizado porque sobre las pestañas de perfil laminado en L soldadas sobre las piezas de fuste se apoyan las vigas de celosia sobre las que se apoyan los forjados. 6.- Detachable systems for pillars and building supports, characterized in that the lattice beams on which the slabs are supported are supported on the flanges of the L-laminated profile welded on the shaft pieces.
7.- sistemas desmontablss para pilares y apoyos de edificios, caractsrizado por los distintos tipos de placas de anclajs de fuste según el tipo de pilar. 7.- Detachable systems for pillars and building supports, characterized by the different types of shaft anchor plates according to the type of pillar.
8.- sistemas desmontables para pilares y apoyo de edificios caracterizado por módulos de cerramiento correspondientes a panel con puerta, panel con ventana y panel con ventana y puerta. 8.- removable systems for pillars and building support characterized by enclosure modules corresponding to panel with door, panel with window and panel with window and door.
PCT/ES1992/000064 1992-06-16 1992-08-07 Dismountable systems for pillars and supports of buildings WO1993025772A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP19920918318 EP0598829A1 (en) 1992-06-16 1992-08-07 Dismountable systems for pillars and supports of buildings
AU24840/92A AU2484092A (en) 1992-06-16 1992-08-07 Dismountable systems for pillars and supports of buildings

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ES9201244A ES2063651B1 (en) 1992-06-16 1992-06-16 DETACHABLE SYSTEM FOR PILLARS AND BUILDING SUPPORTS.
ES9201244 1992-06-16

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WO1993025772A1 true WO1993025772A1 (en) 1993-12-23

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ES (1) ES2063651B1 (en)
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GR1003471B (en) * 1998-11-18 2000-11-03 Self-packaged electromechanical and bearing construction frame
EP1748119A3 (en) * 2005-07-28 2011-06-01 GOLDBECK GmbH Prefabricated foundation and pillar assembly for building constructions

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE203046C (en) *
US3785097A (en) * 1972-11-06 1974-01-15 W Seymour Adjustable anchor bolt & block building and leveling means
EP0112300A2 (en) * 1982-12-16 1984-06-27 Giovanni Gianini Modular elements for constructing disassemblable already equipped containers to be used as working rooms of movable stations
FR2546953A1 (en) * 1983-06-02 1984-12-07 Chenel Guy Dismountable construction, particularly for a temporary exhibition
EP0361039A2 (en) * 1988-09-28 1990-04-04 Ministero Dell' Universita' E Della Ricerca Scientifica E Tecnologica Prefabricated building

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES554798A0 (en) * 1986-05-09 1987-03-01 Jimenez Belinchon Construccion IMPROVEMENTS IN THE PURPOSE OF MAIN PAT. N. 536,874 FOR IMPROVEMENTS IN THE CONSTRUCTION OF LIGHTWEIGHT SUPPORTS FOR ELECTRICAL AND-OR SIMILAR CONDUCTIONS.

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE203046C (en) *
US3785097A (en) * 1972-11-06 1974-01-15 W Seymour Adjustable anchor bolt & block building and leveling means
EP0112300A2 (en) * 1982-12-16 1984-06-27 Giovanni Gianini Modular elements for constructing disassemblable already equipped containers to be used as working rooms of movable stations
FR2546953A1 (en) * 1983-06-02 1984-12-07 Chenel Guy Dismountable construction, particularly for a temporary exhibition
EP0361039A2 (en) * 1988-09-28 1990-04-04 Ministero Dell' Universita' E Della Ricerca Scientifica E Tecnologica Prefabricated building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GR1003471B (en) * 1998-11-18 2000-11-03 Self-packaged electromechanical and bearing construction frame
EP1748119A3 (en) * 2005-07-28 2011-06-01 GOLDBECK GmbH Prefabricated foundation and pillar assembly for building constructions

Also Published As

Publication number Publication date
ES2063651R (en) 1995-08-16
ES2063651B1 (en) 1996-03-01
ES2063651A2 (en) 1995-01-01
AU2484092A (en) 1994-01-04

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