WO2009051463A1 - Assemblable stones used to assemble construction modules - Google Patents

Assemblable stones used to assemble construction modules Download PDF

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Publication number
WO2009051463A1
WO2009051463A1 PCT/MX2008/000131 MX2008000131W WO2009051463A1 WO 2009051463 A1 WO2009051463 A1 WO 2009051463A1 MX 2008000131 W MX2008000131 W MX 2008000131W WO 2009051463 A1 WO2009051463 A1 WO 2009051463A1
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WO
WIPO (PCT)
Prior art keywords
omega
joined
chair
sillar
planes
Prior art date
Application number
PCT/MX2008/000131
Other languages
Spanish (es)
French (fr)
Inventor
Silvia Rosa Zambrano Hornedo
Jorge Capistran Fernandez
Original Assignee
Silvia Rosa Zambrano Hornedo
Jorge Capistran Fernandez
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 Silvia Rosa Zambrano Hornedo, Jorge Capistran Fernandez filed Critical Silvia Rosa Zambrano Hornedo
Publication of WO2009051463A1 publication Critical patent/WO2009051463A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/16Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
    • E04B2/18Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/22Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having a general shape differing from that of a parallelepiped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202Details of connections
    • E04B2002/0232Undercut connections, e.g. using undercut tongues and grooves
    • E04B2002/0234Angular dovetails

Definitions

  • ASSEMBLY CHAIRS FOR THE ASSEMBLY OF CONSTRUCTION MODULES 5.1.1 DESCRIPTION: TECHNICAL FIELD FOR APPLICATION: To be used in the construction of walls of all kinds, cargo, divisions, containment, for bridges, third parties, gabions, dikes, works maritime, coffins, sheet piles etc.
  • ashlars have been used in all cultures with the shape of a rectangular parallelepiped (which we can relate to the classical form of the partition) that has been manufactured in various materials such as natural dry mud (adobe) or cooked, quarries of all kinds (eg Pyramids, Cathedrals, Fortresses) hydraulic concrete, etc. And in various sizes and dimensions.
  • these ashlars due to their shape, have required binders such as mud, sand-cement mixtures, lime, resins, etc. To be able to join with each other and form walls, or subject them to very high compressions of axial deadweight to achieve stability.
  • the ashlars can be made of various materials such as: Adobe, ceramics Baked, hydraulic concrete (cement - sand) of plastic and synthetic materials of all natural and artificial types, metals, crystals, silica sands, etc.
  • Adobe ceramics Baked
  • hydraulic concrete (cement - sand) of plastic and synthetic materials of all natural and artificial types, metals, crystals, silica sands, etc.
  • -For land works such as load and containment walls for bridges, dirt roads, gabions, etc.
  • -For maritime, river or lake works Since it does NOT require any binder for its assembly and they are armed in both vertical and horizontal planes, the ashlars can be assembled underwater for load or containment walls, dikes, coffins, sheet piles etc.
  • -For aerodynamic or space uses since it does NOT require any binder for its assembly and they are armed in both vertical and horizontal planes, the ashlars can be assembled underwater for load or containment walls, dikes, coffins, sheet piles etc.
  • the wall can be reinforced with castles drowned in concrete and reinforced with steel bars as indicated in the design and thus integrate the substructure with the superstructure whatever it may be. .
  • it will be necessary to carry out the structural calculations to define the material, its structural resistance, and the scale dimension of the ashlars, always respecting the geometric shape, being able to vary its proportions and the way of horizontal assembly.
  • the vertical assembly will always be cuatrapeado which is one of the novelties of the system. This is achieved by placing a shorter piece in front of the first course in front of the same piece but with a greater cant, which is why all the pieces are presented in two cant. You can also use the ashlars for teaching and recreation models.
  • the dimensions to scale can vary according to your application, always respecting the geometric shape and vertical assembly mode, however, the following dimensions are proposed for building and housing uses:
  • CENTRAL (2) - Figure N ° 5 represents the nomination of the lines and of the upper and lower vertical and horizontal planes of the CENTRAL CHAIR (2).
  • Figure No. 7 represents a perspective of a modality of the LONG ADJUSTMENT CHAIR (3).
  • Figure N ° 9 represents the plan shape of the LONG ADJUSTMENT CHAIR (3).
  • Figure N ° 11 represents the nomination of the lines and vertical planes and horizontal upper and lower of the CORNER CHAIR (4).
  • - Figure N ° 12 represents the plan shape of the CORNER CHAIR (4).
  • - Figure N ° 14 represents the nomination of the lines and of the upper and lower vertical and horizontal planes of the CRUISE CHAIR (5).
  • - Figure N ° 15 represents the plan shape of the CRUISE CHAIR (5).
  • - Figure N 0 21 represents the way to assemble the wall in a traditional way with an included window, perspective view.
  • - Figure N ° 22 represents the way to assemble the wall in a traditional way with an included window, perspective view.
  • - Figure N 0 23 represents the way to assemble the wall in a traditional way with an included window, top view in perspective.
  • - Figure N 0 24 represents the way to assemble the wall in a traditional way with an included window, bottom perspective view.
  • - Figure N 0 25 represents the way to assemble the wall in a traditional way and the way to reinforce it with castles of a rod and hydraulic concrete. It will be necessary to perform the structural calculation for each case.
  • - Figure N 0 26 represents the CENTRAL CHAIR (2), double Omega joined by its base in the linear sense) already made in cement-sand mixture.
  • - Figure N 0 27 represents the CORNER CHAIR (4), Omega and a half joined by its base in the linear sense, tied with an omega rotated in such a way that the base of the omega is vertically on the axis of the abscissa in spike shape Adhered to the Y.4 axis already made in cement-sand mixture.
  • N 0 28 represents the CRUISE CHAIR (5), Omega and a half joined by its base in the linear sense, tied with an omega turned in such a way that the base of the omega is vertically on the axis of the abscissa and its base on the Y.4 axis and also inverted in the form of a socket already made in cement-sand mixture.
  • Assembly module by means of ashlars, To be used in the construction of walls of all kinds, cargo, divisions, containment, for bridges, third parties, gabions, dikes, maritime works, coffins, sheet piles etc., which comprises different types of mating blocks which are described below:
  • the base piece is a MALE CHAIR (1) Fig. 2, (Omega configuration) a sillar, which has a rectangular base 1.1 from which a bead in the form of the letter Omega 1.7 is detached on two lateral planes 1.2, 1.12, on two planes parallel to 1.1, which are 1.3 and 1.11 detaching on two inclined planes 1.5, 1.9, joined by arcs 1.4, 1.6, 1.8, 1.10 and has two equal horizontal planes, one upper 1.14 and one lower 1.13. containing a hole 1.15, arranged in the central part of the omega-shaped flange 1.7, which crosses the thickness of the piece in its entirety, to accommodate a rod and hydraulic concrete or installation lines;
  • CENTRAL CHAIR (2), Fig. 5 (Double Omega) a chair that has a rectangular base 2.1, from which 2 flanges 2.7, 2.15 in the form of Omega (double Omega joined by its base on the X.1 axis) in the linear sense), formed between the two Omega-shaped flanges a socket 2.11 that has two inclined planes 2.9 and 2.13, joined by the arcs 2.8, 2.10, 2.12, 2.14, having both right and left flanges in the form of Omega 2.7 and 2.15, the Omega 2.7 flange has two inclined planes 2.5 and 2.9 joined by arcs 2.4, 2.6, 2.8, 2.10, 31 flange 2.15 has two inclined planes 2.13 and 2.17 joined by arcs 2.12, 2.14, 2.16, 2.18 , said flanges contain a bore 2.22, 2.23, arranged in the central part, which cross the entire thickness of the piece to accommodate a rod and hydraulic concrete or installation lines;
  • LONG ADJUSTMENT CHAIR (3), Fig 8, (Omega and half configuration joined by its base on the X.1 axis in the linear sense) a sillar that has a rectangular base 3.1, from which 2 ridges in shape are released of omega, forming a socket 3.11 between the Omega 3.7 and the average Omega 3.11, which has two inclined planes 3.9 and 3.13 joined by the arches 3.10, 3.12, 3.14, 3.20, said chair has two lateral planes 3.2 and 3.18 and two planes parallel to plane 3.1 which are 3.3 and 3.11, from which two inclined planes that are 3.5, 3.9, linked by arcs 3.4, 3.6, 3.8, 3.10, which make up the flange in the form of omega 3.7, emerge, which it contains a hole 3.20, arranged in the central part of the protuberance that crosses the thickness of the piece in its entirety, to accommodate a rod and hydraulic concrete or installation lines; on the inclined plane 3.13 joined by the 3.12, 3.14 and the straight planes 3.16
  • CORNER CHAIR, (4) Fig. 11, (Omega and a half configuration joined by its base in the linear sense, tied with an omega turned in such a way that the base of the omega is vertically on the axis of the abscissa in spike shape Adhered to the Y4.1 axis) a sillar that has a rectangular base 4.1, from which 2 Omega-shaped flanges, one 4.23 that is on a lateral plane 4.28 and two planes parallel to plane 4.1 that are the 4.19 and 4.27 of which three inclined planes, 4.17, 4.21, 4.25, come together by arcs 4.20, 4.22, 4.24, 4.26, forming said Omega next to it forms a socket 4.19 that has two inclined planes 4.17 and 4.21 joined by arcs 4.16, 4.18, 4.20, 4.22, sideways
  • a sillar that has a rectangular base 5.1, from which on the left side a rectangular protrusion that contains two lateral planes 5.34 and 5.30 and two frontal planes 5.33 and 5.31 joined by a semi circle 5.32, of the left lateral plane 5.30 is formed Mn alveolus 5.26 which comprises two internal inclined pianos 5.28 and 5.24 joined by arcs 5.23, 5.25, 5.27, 5.29, on the back side of the alveolus there is another rectangular protuberance that has two lateral planes 5.22 and 5.18 and two frontal planes 5.19 and 5.21 joined by a semi circle 5.20, later this joins a half-omega configuration 5.17 which has an inclined
  • the pieces will be manufactured in two cant or measures on the vertical planes, shorter pieces with 100mm cant. (As an example) and others with a higher cant with 200mm cant. (As an example). Stereotomy of the Armed.
  • a male sillar (1) that has a rectangular base from which an Omega-shaped flange follows on two inclined planes, joined by arcs and It has two equal horizontal planes, one upper and one lower that contain a hole in the center of the flange or spike that crosses the thickness of the piece from side to side, to accommodate a rod and hydraulic concrete or installation lines, if we join two omegas by its base 1.1 we will have two Omega-shaped flanges, forming in turn a CENTRAL CHAIR (2) having the 2.7 and 2.15 flanges, the CENTRAL CHAIR (2) that has a rectangular base, from which two shaped flanges come off of Omega Capital.
  • the LONG ADJUSTMENT CHAIRS (3) f CORNER CHAIRS (4) and the SHORT ADJUSTMENT CHAIRS (6) are used, this is conformed when the CORNER ARMCHAIRS (4) are fitted, remaining the Omega 4.8 shaped flange coupled to the socket 3.11 of the LONG ADJUSTMENT CHAIR (3) or with the SHORT ADJUSTMENT CHAIR (6) when the Omega 4.8 flange of the CORNER ARMCHAIR (4) is coupled with the omega 6.9 half of the SHORT ADJUSTMENT CHAIR (6), as shown in the corners of Fig. 19;
  • CRUISE ARMCHAIRS (5) are used in cruise ships, when their socket 4.26, is coupled with the CORNER ARMCHAIR (4) by means of its Omega 4.8 shaped flange, and also when coupled with the CENTRAL CHAIR (2) by means of its Omega 2.7 and 2.14 shaped flanges, as well as with the SHORT ADJUSTMENT CHAIR (6) by means of its straight planes 6.2 and 6.4 and its semi circle 6.3, as shown in Figure N ° 19 in its central part;
  • the Omega shape of the piece also causes a hole or hole in the center of the spikes of the MALE CHAIR (1), 1.15, CENTRAL CHAIR (2) 2.22, 2.23, LONG ADJUSTMENT CHAIR (3) 3.20, CORNER CHAIR (4 ) 4.31, 4.32, CRUISE CHAIR (5) 5.36), which may be used to house an armed castle or facility lines as appropriate and will be structurally calculated for each case according to its usefulness;

Abstract

The invention relates to assemblable stones which are used to assemble construction modules, comprising a geometric design formed by multiple parts which are assembled horizontally and vertically. The invention does not require any form of cementing material and is suitable for walls serving different purposes. The invention can be produced from different materials and the dimensions thereof can be varied to suit requirements. The basic part resembles the capital form of the letter Omega. When the bases of two Omegas are joined, a double Omega is produced, which forms the central part of the assembly. Moreover, when two central parts are joined, four tenons are formed and so on, so as to produce a row of tenons with cavities formed therebetween. Said cavities have the same shape as the projections or tenons so that they can receive a part or stone positioned facing same, such that the two stones form a wall. It is important that the first course of one face of the wall is formed by smaller parts and that the first course of the opposite face is formed by taller stones. Thereafter, only same-height parts are used as the wall is being assembled vertically. When the wall is finished one top course is lower than the opposing top course and so the lower side is levelled with a course of smaller parts. The assembly can be reinforced with reinforced concrete pillars.

Description

SILLARES ENSAMBLABLES PARA EL ARMADO DE MÓDULOS DE CONSTRUCCIÓN: 5.1.1 DESCRIPCIÓN: CAMPO TÉCNICO PARA SU APLICACIÓN: Para utilizarse en Ia construcción de Muros de todo genero, de carga, divisorios, de contención, para puentes, tercerías, gaviones, diques, obras marítimas, ataguías, tablestacados etc. ASSEMBLY CHAIRS FOR THE ASSEMBLY OF CONSTRUCTION MODULES: 5.1.1 DESCRIPTION: TECHNICAL FIELD FOR APPLICATION: To be used in the construction of walls of all kinds, cargo, divisions, containment, for bridges, third parties, gabions, dikes, works maritime, coffins, sheet piles etc.
ANTECEDENTES: En Ia Historia de Ia humanidad, se han utilizado en todas las culturas los sillares con Ia forma de un paralelepípedo rectangular (que podemos relacionar con la forma clásica del tabique) que ha sido fabricado en diversos materiales como barro seco natural (adobe) o cocido, canteras de todo genero (Vg. Pirámides, Catedrales, Fortalezas) concreto hidráulico, etc. Y en diversas medidas y dimensiones. Por Io general estos sillares por su forma han requerido de aglutinantes como barro, Mezclas de cemento-arena, cal, resinas, etc. Para poderse unir unos con otros y formar muros, o bien someterlos a compresiones muy altas de peso muerto axial para lograr su estabilidad. La ventaja del diseño geométrico y colocación de los sillares en cuestión, es que por su forma y Armado, No requieren de aglutinante alguno para su Ensamble y quedan por Naturaleza unidos en los dos planos verticales y horizontales y cuatrapeados también horizontal y verticalmente, evitando así el deslizamiento horizontal característico de los sistemas de sillares tradicionales obteniendo como resultado un muro sólido y estable.BACKGROUND: In the History of Humanity, ashlars have been used in all cultures with the shape of a rectangular parallelepiped (which we can relate to the classical form of the partition) that has been manufactured in various materials such as natural dry mud (adobe) or cooked, quarries of all kinds (eg Pyramids, Cathedrals, Fortresses) hydraulic concrete, etc. And in various sizes and dimensions. In general, these ashlars, due to their shape, have required binders such as mud, sand-cement mixtures, lime, resins, etc. To be able to join with each other and form walls, or subject them to very high compressions of axial deadweight to achieve stability. The advantage of the geometric design and placement of the ashlars in question, is that due to their shape and assembly, they do not require any binder for their assembly and are left by Nature united in the two vertical and horizontal planes and also horizontally and vertically cuffed, thus avoiding the characteristic horizontal sliding of traditional ashlar systems, resulting in a solid and stable wall.
Ventajas sobre sistemas clásicos:Advantages over classic systems:
Por su forma geométrica y modo de ensamble, queda armado en los dos planos verticales y horizontales y cuatrapeados también en los dos sentidos, evitando así los deslizamientos horizontales propios de los sistemas tradicionales y se ensamblan sin necesidad de ningún aglutinante, obteniendo por su naturaleza un muro sólido y estable. Por Io anterior los sillares se pueden fabricar de diversos materiales como Io pueden ser: Adobe, cerámica horneada, concreto hidráulico (cemento - arena) de materiales plásticos y sintéticos de todo tipo naturales y artificiales, metales, cristales arenas sílicas, etc. Por su forma geométrica y modo de ensamble; que son las novedades del sistema, se pueden fabricar sillares de diferentes dimensiones a escala según su aplicación: -Para edificación en general, viviendas de todo genero muros de carga, de contención o divisorios;Due to its geometric shape and assembly mode, it is armed in the two vertical and horizontal planes and also cuted in both directions, thus avoiding the horizontal landslides typical of traditional systems and assembling without the need of any binder, obtaining by its nature a solid and stable wall. For the above, the ashlars can be made of various materials such as: Adobe, ceramics Baked, hydraulic concrete (cement - sand) of plastic and synthetic materials of all natural and artificial types, metals, crystals, silica sands, etc. For its geometric shape and assembly mode; that are the novelties of the system, you can manufacture ashlars of different dimensions to scale according to your application: -For buildings in general, housing of all kinds of load, containment or partition walls;
-Para obras de vías terrestres como muros de carga y de contención para puentes, terracerías, gaviones, etc. -Para obras marítimas, fluviales o lacustres. Dado que NO requiere de ningún aglutinante para su ensamble y quedan armados en los dos planos vertical y horizontal, se pueden armar los sillares bajo el agua para muros de carga o de contención, diques, ataguías, tablestacados etc. -Para usos aerodinámicos o espaciales.-For land works such as load and containment walls for bridges, dirt roads, gabions, etc. -For maritime, river or lake works. Since it does NOT require any binder for its assembly and they are armed in both vertical and horizontal planes, the ashlars can be assembled underwater for load or containment walls, dikes, coffins, sheet piles etc. -For aerodynamic or space uses.
En los casos de muros de carga o contención, por su forma geométrica se puede reforzar el muro con castillos ahogados de concreto y armados con barras de acero como se indica en el diseño y así integrar Ia sub-estructura con la superestructura cualquiera que esta sea. En cada caso, habrá que realizar los cálculos estructurales para definir el material, su resistencia estructural, y Ia dimensión a escala de los sillares, siempre respetando Ia forma geométrica, pudiendo variar sus proporciones y el modo de ensamble horizontal. El ensamble vertical siempre estará cuatrapeado que es una de las novedades del sistema. Esto se logra colocando en el desplante de Ia primera hilada una pieza mas corta frente a Ia misma pieza pero de peralte mayor, es por eso que todas las piezas se presentan en dos peraltes. También se pueden utilizar los sillares para modelos didácticos y de recreación. Las dimensiones a escala pueden variar según su aplicación siempre respetando Ia forma geométrica y modo de ensamble vertical, sin embargo, para usos en edificación y vivienda se proponen las siguientes dimensiones:In the case of load or containment walls, due to its geometric shape, the wall can be reinforced with castles drowned in concrete and reinforced with steel bars as indicated in the design and thus integrate the substructure with the superstructure whatever it may be. . In each case, it will be necessary to carry out the structural calculations to define the material, its structural resistance, and the scale dimension of the ashlars, always respecting the geometric shape, being able to vary its proportions and the way of horizontal assembly. The vertical assembly will always be cuatrapeado which is one of the novelties of the system. This is achieved by placing a shorter piece in front of the first course in front of the same piece but with a greater cant, which is why all the pieces are presented in two cant. You can also use the ashlars for teaching and recreation models. The dimensions to scale can vary according to your application, always respecting the geometric shape and vertical assembly mode, however, the following dimensions are proposed for building and housing uses:
(En forma enunciativa más no limitativa) La dimensión se propone tomando en cuenta los estándares en Ia construcción de sillares ordinarios fabricados generalmente de concreto Hidráulico (Cemento-Arena). Por lo tanto se toma la medida estándar y comercial de 2Ó0mm.x400mm.x160mm y su fabricación en mezcla de mortero Cemento- Arena para un fc=90kg/cm2. Existe una pieza básica para Ia configuración d© tocios los sillares que componen el sistema. Esta pieza tiene Ia forma de Ia letra Griega Omega en Mayúscula y presenta dos planos horizontales iguales, uno superior y otro inferior y varios planos verticales. La medida aquí recomendada es para sillares utilizados en edificación y vivienda (Ejemplo de medidas que pueden ser modificadas según sea el caso). Todos los sillares tendrán un espesor de 100.00mm. Y/O 200.00mm según sea el caso, estos espesores corresponden a los planos verticales.(In a more non-limiting way) The dimension is proposed taking into account the standards in the construction of ordinary ashlars generally made of Hydraulic concrete (Cement-Sand). Therefore the standard and commercial measure of 2Ó0mm.x400mm.x160mm and its manufacture in cement-sand mortar mixture for a fc = 90kg / cm2. There is a basic piece for the configuration of the ashlars that make up the system. This piece has the shape of the Greek letter Omega in Uppercase and has two equal horizontal planes, one upper and one lower and several vertical planes. The measure recommended here is for ashlars used in building and housing (Example of measures that can be modified as the case may be). All ashlars will have a thickness of 100.00mm. And / or 200.00mm as the case may be, these thicknesses correspond to the vertical planes.
BREVE DESCRIPCIÓN DE LAS FIGURAS:BRIEF DESCRIPTION OF THE FIGURES:
-Figura N°1 representa μna perspectiva de una modalidad del SILLAR MACHO-Figure N ° 1 represents a perspective of a modality of the MALE CHAIR
(D*(D *
-Figura N°2 representa Ia nominación de las líneas y de los planos verticales y horizontales superior e inferior del SILLAR MACHO (1).-Figure N ° 2 represents the nomination of the lines and of the upper and lower vertical and horizontal planes of the MALE CHAIR (1).
«Figura N°3 representa Ia forma en planta de Ia superficie superior del SILLAR«Figure N ° 3 represents the plan shape of the upper surface of the ARMCHAIR
MACHO, (1) Omega completa»MALE, (1) Complete Omega »
-Figura N°4 representa una perspectiva de una modalidad del SILLAR-Figure N ° 4 represents a perspective of a modality of the ARMCHAIR
CENTRAL (2). -Figura N°5 representa Ia nominación de las líneas y de los planos verticales y horizontales superior e inferior del SILLAR CENTRAL (2).CENTRAL (2). -Figure N ° 5 represents the nomination of the lines and of the upper and lower vertical and horizontal planes of the CENTRAL CHAIR (2).
-Figura N°6 representa Ia forma en planta del SILLAR CENTRAL (2). Omega doble unida por su base sobre el eje X.1.-Figure N ° 6 represents the plan form of the CENTRAL CHAIR (2). Double Omega joined by its base on the X.1 axis.
«Figura N°7 representa una perspectiva de una modalidad del SILLAR DE AJUSTE LARGO (3).«Figure No. 7 represents a perspective of a modality of the LONG ADJUSTMENT CHAIR (3).
-Figura N°8 representa Ia nominación de las líneas y de los planos verticales y horizontales superior e inferior del SILLAR DE AJUSTE LARGO (3).-Figure N ° 8 represents the nomination of the lines and of the upper and lower vertical and horizontal planes of the LONG ADJUSTMENT CHAIR (3).
«Figura N°9 representa Ia forma en planta del SILLAR DE AJUSTE LARGO (3).«Figure N ° 9 represents the plan shape of the LONG ADJUSTMENT CHAIR (3).
Omega y media, -Figura N0IO representa una perspectiva de una modalidad del SILLAROmega and a half, -Figure N 0 IO represents a perspective of a modality of the ARMCHAIR
ESQUINERO (4).CORNER (4).
«Figura N°11 representa Ia nominación de las líneas y de los planos verticales y horizontales superior e inferior del SILLAR ESQUINERO (4). -Figura N°12 representa Ia forma en planta del SILLAR ESQUINERO (4). Omega y media unidas por su base en el sentido lineal sobre el eje X.1., empatada con una omega girada de tal forma que Ia base de Ia omega queda en sentido vertical sobre el eje de las abscisas en forma de espiga, Adherida al eje YΛ«Figure N ° 11 represents the nomination of the lines and vertical planes and horizontal upper and lower of the CORNER CHAIR (4). -Figure N ° 12 represents the plan shape of the CORNER CHAIR (4). Omega and a half joined by its base in the linear sense on the X.1 axis., Tied with an omega rotated in such a way that the base of the omega is vertically on the axis of the spike-shaped abscissa, attached to the Y axis
-Figura N°13 representa una perspectiva de una modalidad del SILLAR CRUCERO-Figure N ° 13 represents a perspective of one modality of the CRUISE CHAIR
-Figura N°14 representa Ia nominación de las líneas y de los planos verticales y horizontales superior e inferior del SILLAR CRUCERO (5). -Figura N°15 representa Ia forma en planta del SILLAR CRUCERO (5). Omega y media unidas por su base en el sentido lineal, empatada con una omega girada de tal forma que Ia base de Ia omega queda en sentido vertical sobre el eje de las abscisas y además invertida en forma de alveolo, Adherida al eje Y.4.-Figure N ° 14 represents the nomination of the lines and of the upper and lower vertical and horizontal planes of the CRUISE CHAIR (5). -Figure N ° 15 represents the plan shape of the CRUISE CHAIR (5). Omega and a half joined by its base in the linear sense, tied with an omega rotated in such a way that the base of the omega is vertically on the axis of the abscissa and also inverted in the form of a socket, adhered to the Y.4 axis. .
-Figura N°16 representa una perspectiva de una modalidad del SILLAR DE AJUSTE CORTO ((6).-Figure N ° 16 represents a perspective of a modality of the SHORT ADJUSTMENT CHAIR ((6).
-Figura N°17 representa Ia nominación de las líneas y de los planos verticales y horizontales superior e inferior del SILLAR DE AJUSTE CORTO (6).-Figure N ° 17 represents the nomination of the upper and lower vertical and horizontal lines and planes of the SHORT ADJUSTMENT CHAIR (6).
-Figura N°18 representa Ia forma en planta del SILLAR DE AJUSTE CORTO (6). Mitad de Ia Omega,-Figure N ° 18 represents the plan shape of the SHORT ADJUSTMENT CHAIR (6). Half of the Omega,
-Figura N0 19 representa Ia forma de desplante del muro y los diferentes sillares para su armado todo visto en planta, esta solo es una proposición del armado, toda ves que este se puede armar de varias formas dependiendo su objetivo y las necesidades propias de cada proyecto,-Figure N 0 19 represents the way of displacing the wall and the different ashlars for its assembly all seen on the floor, this is only a proposal of the assembly, since it can be assembled in several ways depending on its objective and the needs of each project,
-Figura N020 representa Ia forma de desplante del muro y los diferentes sillares para su armado todo visto en perspectiva, esta solo es una proposición del armado, toda ves que este se puede armar de varias formas dependiendo su objetivo y las necesidades propias de cada proyecto,-Figure N 0 20 represents the way of displacing the wall and the different ashlars for its assembly, all seen in perspective, this is only a proposal of the assembly, since it can be assembled in several ways depending on its objective and the needs of each project,
-Figura N021 representa Ia forma de armar el muro de manera tradicional con una ventana incluida, vista en perspectiva. -Figura N° 22 representa Ia forma de armar el muro de manera tradicional con una ventana incluida, vista en perspectiva.-Figure N 0 21 represents the way to assemble the wall in a traditional way with an included window, perspective view. -Figure N ° 22 represents the way to assemble the wall in a traditional way with an included window, perspective view.
-Figura N023 representa Ia forma de armar el muro de manera tradicional con una ventana incluida, vista superior en perspectiva. -Figura N024 representa Ia forma de armar el muro de manera tradicional con una ventana incluida, vista inferior en perspectiva.-Figure N 0 23 represents the way to assemble the wall in a traditional way with an included window, top view in perspective. -Figure N 0 24 represents the way to assemble the wall in a traditional way with an included window, bottom perspective view.
-Figura N025 representa Ia forma de armar el muro de manera tradicional y Ia manera de reforzarlo con castillos de una varilla y concreto hidráulico. Habrá que realizar el cálculo estructural para cada caso. Vista en perspectiva. -Figura N0 26 representa el SILLAR CENTRAL (2), Omega doble unida por su base en el sentido lineal) ya elaborado en mezcla de cemento- arena. -Figura N0 27 representa el SILLAR ESQUINERO (4), Omega y media unidas por su base en el sentido lineal, empatada con una omega girada de tal forma que Ia base de Ia omega queda en sentido vertical sobre el eje de las abscisas en forma de espiga Adherida al eje Y.4 ya elaborado en mezcla de cemento- arena.-Figure N 0 25 represents the way to assemble the wall in a traditional way and the way to reinforce it with castles of a rod and hydraulic concrete. It will be necessary to perform the structural calculation for each case. Perspective view. -Figure N 0 26 represents the CENTRAL CHAIR (2), double Omega joined by its base in the linear sense) already made in cement-sand mixture. -Figure N 0 27 represents the CORNER CHAIR (4), Omega and a half joined by its base in the linear sense, tied with an omega rotated in such a way that the base of the omega is vertically on the axis of the abscissa in spike shape Adhered to the Y.4 axis already made in cement-sand mixture.
-Figura N0 28 representa el SILLAR CRUCERO (5), Omega y media unidas por su base en el sentido lineal, empatada con una omega girada de tal forma que Ia base de Ia omega queda en sentido vertical sobre el eje de las abscisas y su base sobre el eje Y.4 y además invertida en forma de alveolo ya elaborado en mezcla de cemento- arena.-Figure N 0 28 represents the CRUISE CHAIR (5), Omega and a half joined by its base in the linear sense, tied with an omega turned in such a way that the base of the omega is vertically on the axis of the abscissa and its base on the Y.4 axis and also inverted in the form of a socket already made in cement-sand mixture.
-Figura N029 representa Ia forma de utilizar los sillares en una ataguía. Se ven los pilotes anclados en el terreno que darán rigidez al muro y se continúan verticalmente en forma de castillos armados según su dimensión. Nótese Ia versatilidad de poder cambiar las medidas de los sillares según su utilidad.-Figure N 0 29 represents the way to use the ashlars in a coffin. You see the piles anchored in the ground that will stiffen the wall and continue vertically in the form of armed castles according to their size. Note the versatility of being able to change the measures of the ashlars according to their usefulness.
Vista en perspectiva.Perspective view.
DESCRIPCIÓN DETALLADA DE LA INVENCIÓN: Estereotomía de las piezas:DETAILED DESCRIPTION OF THE INVENTION: Stereotomy of the pieces:
Modulo de ensambles por medio de sillares, Para utilizarse en Ia construcción de Muros de todo genero, de carga, divisorios, de contención, para puentes, tercerías, gaviones, diques, obras marítimas, ataguías, tablestacados etc., el cual comprende diferente tipos de sillares de acoplamiento los cuales se describen a continuación :Assembly module by means of ashlars, To be used in the construction of walls of all kinds, cargo, divisions, containment, for bridges, third parties, gabions, dikes, maritime works, coffins, sheet piles etc., which comprises different types of mating blocks which are described below:
La pieza base es un SILLAR MACHO (1) Fig.2, (de configuración Omega) un sillar, que tiene una base rectangular 1.1 de Ia cual se desprende un reborde en forma de Ia letra Omega 1.7 sobre dos planos laterales 1.2, 1.12, sobre dos planos paralelos al 1.1, que son 1.3 y 1.11 desprendiéndose sobre dos planos inclinados 1.5, 1.9, unidos por los arcos 1.4, 1.6, 1.8, 1.10 y presenta dos planos horizontales iguales, uno superior 1.14 y otro inferior 1.13. que contienen un barreno 1.15, dispuesto en Ia parte central del reborde en forma de omega 1.7, que atraviesa el espesor de Ia pieza en su totalidad, para alojar una varilla y concreto hidráulico o líneas de instalaciones;The base piece is a MALE CHAIR (1) Fig. 2, (Omega configuration) a sillar, which has a rectangular base 1.1 from which a bead in the form of the letter Omega 1.7 is detached on two lateral planes 1.2, 1.12, on two planes parallel to 1.1, which are 1.3 and 1.11 detaching on two inclined planes 1.5, 1.9, joined by arcs 1.4, 1.6, 1.8, 1.10 and has two equal horizontal planes, one upper 1.14 and one lower 1.13. containing a hole 1.15, arranged in the central part of the omega-shaped flange 1.7, which crosses the thickness of the piece in its entirety, to accommodate a rod and hydraulic concrete or installation lines;
SILLAR CENTRAL (2), Fíg.5, (Omega doble) un sillar que tiene una base rectangular 2.1, de Ia cual se desprenden 2 rebordes 2.7, 2.15 en forma de Omega (Omega doble unida por su base sobre el eje X.1 en el sentido lineal),formado entre los dos rebordes en forma de Omega un alveolo 2.11 que tiene dos planos inclinados 2.9 y 2.13, unidos por los arcos 2.8, 2.10, 2.12, 2.14, teniendo al lado tanto derecho como izquierdo rebordes en forma de Omega 2.7 y 2.15, el reborde Omega 2.7 tiene dos planos inclinados2.5 y 2.9 unidos por los arcos 2.4, 2.6, 2.8, 2.10, 31 reborde 2.15 tiene dos planos inclinados 2.13 y 2.17 unidos por los arcos 2.12, 2.14, 2.16, 2.18, dichos rebordes contienen un barreno 2.22, 2.23, dispuestos en Ia parte central, los cuales atraviesan el espesor de Ia pieza en su totalidad para alojar una varilla y concreto hidráulico o líneas de instalaciones;CENTRAL CHAIR (2), Fig. 5, (Double Omega) a chair that has a rectangular base 2.1, from which 2 flanges 2.7, 2.15 in the form of Omega (double Omega joined by its base on the X.1 axis) in the linear sense), formed between the two Omega-shaped flanges a socket 2.11 that has two inclined planes 2.9 and 2.13, joined by the arcs 2.8, 2.10, 2.12, 2.14, having both right and left flanges in the form of Omega 2.7 and 2.15, the Omega 2.7 flange has two inclined planes 2.5 and 2.9 joined by arcs 2.4, 2.6, 2.8, 2.10, 31 flange 2.15 has two inclined planes 2.13 and 2.17 joined by arcs 2.12, 2.14, 2.16, 2.18 , said flanges contain a bore 2.22, 2.23, arranged in the central part, which cross the entire thickness of the piece to accommodate a rod and hydraulic concrete or installation lines;
SILLAR DE AJUSTE LARGO (3), Fig 8, ( de configuración Omega y media unida por su base sobre el eje X.1 en el sentido lineal) un sillar que tiene una base rectangular 3.1 ,de Ia cual se desprenden 2 rebordes en forma de omega, formando un alveolo 3.11 entre Ia Omega 3.7 y Ia media Omega 3.11, el cual tiene dos planos inclinados 3.9 y 3.13 unidos por los arcos 3.10, 3.12, 3.14, 3.20, dicho sillar tiene dos planos laterales 3.2 y 3.18 y dos planos paralelos al plano 3.1 que son el 3.3 y 3.11, de los cuales se desprenden dos planos inclinados que son el 3.5, 3.9, unidos por los arcos 3.4, 3.6, 3.8, 3.10, que conforman el reborde en forma de omega 3.7, el cual contiene un barreno 3.20, dispuesto en Ia parte central de Ia protuberancia que atraviesa el espesor de Ia pieza en su totalidad, para alojar una varilla y concreto hidráulico o lineas de instalaciones; sobre el plano inclinado 3.13 unidos por los 3.12, 3.14 y los planos rectos 3.16, 3.18, unidos por el semicírculo 3.17, forman el reborde de media Omega 3.15, presentando dos planos horizontales uno superior 3.19 y otro inferior 3.21;LONG ADJUSTMENT CHAIR (3), Fig 8, (Omega and half configuration joined by its base on the X.1 axis in the linear sense) a sillar that has a rectangular base 3.1, from which 2 ridges in shape are released of omega, forming a socket 3.11 between the Omega 3.7 and the average Omega 3.11, which has two inclined planes 3.9 and 3.13 joined by the arches 3.10, 3.12, 3.14, 3.20, said chair has two lateral planes 3.2 and 3.18 and two planes parallel to plane 3.1 which are 3.3 and 3.11, from which two inclined planes that are 3.5, 3.9, linked by arcs 3.4, 3.6, 3.8, 3.10, which make up the flange in the form of omega 3.7, emerge, which it contains a hole 3.20, arranged in the central part of the protuberance that crosses the thickness of the piece in its entirety, to accommodate a rod and hydraulic concrete or installation lines; on the inclined plane 3.13 joined by the 3.12, 3.14 and the straight planes 3.16, 3.18, joined by the semicircle 3.17, form the Omega 3.15 half flange, presenting two horizontal planes one upper 3.19 and one lower 3.21;
SILLAR ESQUINERO, (4) Fig. 11, ( de configuración Omega y media unidas por su base en el sentido lineal, empatada con una omega girada de tal forma que Ia base de Ia omega queda en sentido vertical sobre el eje de las abscisas en forma de espiga Adherida al eje Y4.1)un sillar que tiene una base rectangular 4.1, de Ia cual se desprenden 2 rebordes en forma de Omega, uno 4.23 que está sobre un plano lateral 4.28 y dos planos paralelos al plano 4.1 que son el 4.19 y 4.27 de los cuales se desprenden tres planos inclinados, 4.17 , 4.21, 4.25, unidos por los arcos 4.20, 4.22, 4.24, 4.26, formando dicha Omega al lado de esta se forma un alveolo 4,19 que tiene dos planos inclinados 4.17 y 4.21 unidos por los arcos 4.16, 4.18, 4.20, 4.22, de ladoCORNER CHAIR, (4) Fig. 11, (Omega and a half configuration joined by its base in the linear sense, tied with an omega turned in such a way that the base of the omega is vertically on the axis of the abscissa in spike shape Adhered to the Y4.1 axis) a sillar that has a rectangular base 4.1, from which 2 Omega-shaped flanges, one 4.23 that is on a lateral plane 4.28 and two planes parallel to plane 4.1 that are the 4.19 and 4.27 of which three inclined planes, 4.17, 4.21, 4.25, come together by arcs 4.20, 4.22, 4.24, 4.26, forming said Omega next to it forms a socket 4.19 that has two inclined planes 4.17 and 4.21 joined by arcs 4.16, 4.18, 4.20, 4.22, sideways
Derecho de este alveolo un reborde en forma de media Omega 4.15, sobre un plano inclinado 4.17, unidos por los arcos 4.16, 4.18 y unida sobre los ejes Y4.1 y Y4.2, sobre Ia cual se desprende una protuberancia rectangular Ia cual tiene dos planos laterales 4.14, 4.12 y uno posterior 4.13, Ia segunda Omega 4.8 se encuentra sobre dos planos paralelos que son 4.4 y 4.12, sobre dos planos inclinados 4.6 y v4.10 unidas por los arcos 4.5, 4.7, 4.9, 4.9,4.12 formando el reborde en forma de Omega 4.8 sobresaliendo al terminar el reborde en forma de Omega, en su lado derecho, una protuberancia rectangular Ia cual tiene dos planos laterales 4.2y 4.4 y un frontal 4.3 y dos planos horizontales, uno superior 4.30 y otro inferior 4.29, en los rebordes en forma de omega contienen un barreno 4.31, 4.32, dispuesto en su parte central de Ia que atraviesa el espesor de Ia pieza en su totalidad, para alojar una varilla y concreto hidráulico o líneas de instalaciones; SILLAR CRUCERO, (5) Fig.14, ( de configuración de Omega y media unidas por su base en el sentido lineal, empatada con una omega girada de tal forma que la pase de Ia omega queda en sentido vertical sobre el eje de las abscisas en forma de espiga Adherida al eje Y-4 y Y4.1 y además invertida en forma de alveolo) un sillar que tiene una base rectangular 5.1, de Ia cual al lado izquierdo sobresale un protuberancia rectangular que contiene dos planos laterales 5.34 y 5.30 y dos planos frontales 5.33 y 5.31 unidos por un semi círculo 5.32, del plano lateral izquierdo 5.30 se forma Mn alveolo 5.26 el cual comprende dos pianos inclinados internos 5.28 y 5.24 unidos por los arcos 5.23, 5.25, 5.27, 5.29, del lado posterior al alveolo existe otra protuberancia rectangular que tiene dos planos laterales 5.22 y 5.18 y dos planos frontales 5.19 y 5.21 unidos por un semi círculo 5.20, posteriormente este se une a una configuración de media omega 5.17 la cual tiene plano inclinado 5.15, unido por los arcos 5.14r 5.16 y unida sobre los ejes Y4 y Y4.1, posterior a Ia media omega 5.17 existe otro alveolo 5.13 el cual tiene dos planos inclinados 5.16 y 5.11 unido por los arcos 5.12, 5.10, 5.14, 5.16, al lado derecho de este alveolo se forma un reborde en forma de Omega 5.8 el cual tiene dos planos inclinados 5.6 y 5.11unϊdos por los arcos 5.5, 5.7, 5.10, 5.11 sobre dos planos paralelos al plano 5.1 que son 5.47 y 5.13 un plano Iatéral5.3 y dos planos horizontales, uno superior 5.37 y otro inferior 5.35, que contienen un barreno 5.36, dispuesto en Ia parte central de Ia protuberancia que atraviesa el espesor de Ia pieza en su totalidad, para alojar una varilla y concreto hidráulico o líneas de instalaciones. SILLAR DE AJUSTE CORTO, (6) Fig.17, (Mitad de Ia Omega, partida sobre el eje Y.2.) un sillar que tiene una base rectangular 6.1 de Ia cual se desprende un reborde en forma de media Omega 6.5 sobre dos planos laterales 6.10 y 6.2 y un plano paralelo al 6.1 que es el plano 6.9 y el plano 6.5 sobre el plano inclinado 6.7 unido por los arcos 6.6, 6.8 y los planos rectos 6,2, 6.4 unidos por el semi círculo 6.3 dispuesto a la mitad de Ia protuberancia y dos planos horizontales, uno superior 6.11 y otro inferior 6.12;Right of this socket a flange in the form of Omega 4.15, on an inclined plane 4.17, joined by arcs 4.16, 4.18 and joined on axes Y4.1 and Y4.2, on which a rectangular protrusion is detached which has two lateral planes 4.14, 4.12 and one posterior 4.13, the second Omega 4.8 is on two parallel planes that are 4.4 and 4.12, on two inclined planes 4.6 and v4.10 joined by the arcs 4.5, 4.7, 4.9, 4.9.4.12 forming The Omega-shaped flange 4.8 protruding at the end of the Omega-shaped flange, on its right side, a rectangular protrusion which has two lateral planes 4.2 and 4.4 and a frontal 4.3 and two horizontal planes, one upper 4.30 and the lower one 4.29 , in the omega-shaped flanges they contain a hole 4.31, 4.32, arranged in its central part that crosses the thickness of the piece in its entirety, to accommodate a rod and hydraulic concrete or installation lines; CRUISE ARMCHAIR, (5) Fig. 14, (of Omega and a half configuration joined by its base in the linear sense, tied with an omega turned in such a way that the pass of the omega is vertically on the axis of the abscissa in the form of a pin attached to the Y-4 and Y4.1 axis and also inverted in the form of alveolus) a sillar that has a rectangular base 5.1, from which on the left side a rectangular protrusion that contains two lateral planes 5.34 and 5.30 and two frontal planes 5.33 and 5.31 joined by a semi circle 5.32, of the left lateral plane 5.30 is formed Mn alveolus 5.26 which comprises two internal inclined pianos 5.28 and 5.24 joined by arcs 5.23, 5.25, 5.27, 5.29, on the back side of the alveolus there is another rectangular protuberance that has two lateral planes 5.22 and 5.18 and two frontal planes 5.19 and 5.21 joined by a semi circle 5.20, later this joins a half-omega configuration 5.17 which has an inclined plane 5.15, joined by arcs 5.14 r 5.16 and joined on axes Y4 and Y4.1, after the omega half 5.17 there is another alveolus 5.13 which has two inclined planes 5.16 and 5.11 joined by arcs 5.12, 5.10, 5.14, 5.16, on the right side of this alveolus an Omega shaped flange 5.8 is formed which has two planes inclined 5.6 and 5.11 joined by arcs 5.5, 5.7, 5.10, 5.11 on two planes parallel to plane 5.1 that are 5.47 and 5.13 an Iatéral plane 5.3 and two horizontal planes, one upper 5.37 and the other lower 5.35, containing a 5.36 bore , arranged in the central part of the protuberance that crosses the thickness of the piece in its entirety, to accommodate a rod and hydraulic concrete or installation lines. SHORT ADJUSTMENT CHAIR, (6) Fig. 17, (Half of the Omega, split on the Y.2 axis.) A chair that has a rectangular base 6.1 from which a half-shaped Omega 6.5 flange is detached over two lateral planes 6.10 and 6.2 and a plane parallel to 6.1 which is the plane 6.9 and the plane 6.5 on the inclined plane 6.7 joined by the arcs 6.6, 6.8 and the straight planes 6.2, 6.4 joined by the semi circle 6.3 arranged to the half of the protuberance and two horizontal planes, one upper 6.11 and one lower 6.12;
En todos los casos las piezas se fabricaran en dos peraltes o medidas sobre los planos verticales, unas piezas mas cortas con peralte de 100mm. (Como ejemplo) y otras con peralte más alto con peralte de 200mm. (Como ejemplo). Estereotomía del Armado.1 In all cases the pieces will be manufactured in two cant or measures on the vertical planes, shorter pieces with 100mm cant. (As an example) and others with a higher cant with 200mm cant. (As an example). Stereotomy of the Armed. one
Un sillar Macho (1) que tiene una base rectangular de Ia cual se desprende un reborde en forma de Omega sobre dos planos inclinados, unidos por arcos y presenta dos planos horizontales iguales, uno superior y otro inferior que contienen un barreno en el centro del reborde o espiga que atraviesa el espesor de Ia pieza de lado a lado, para alojar una varilla y concreto hidráulico o líneas de instalaciones, si juntamos dos omegas por su base 1.1 tendremos dos rebordes en forma de Omega, formando a su vez un SILLAR CENTRAL (2) teniendo los rebordes 2.7 y 2.15, el SILLAR CENTRAL(2) que tiene una base rectangular, de Ia cual se desprenden dos rebordes en forma de Omega Mayúscula. Sobre planos inclinados unidos por arcos formando espigas que contienen a su ves una ranura de acoplamiento en forma de alveolo y presenta dos planos Horizontales iguales, uno superior y otro inferior, que contienen un barreno en el centro del reborde o espiga que atraviesa el espesor de Ia pieza de lado a lado, para alojar una varilla y concreto hidráulico o líneas de instalaciones, Ahora bien si juntamos dos SILLARES CENTRALES (2) en forma lineal por los planos 2.2 2.20 tendremos cuatro protuberancias y así sucesivamente se forma una cadena de protuberancias, quedando entre ellas alvéolos formados por los planos 2.3 y 2.19, al igual que los alvéolos 2.11 , para lograr esto es importante desplantar Ia primera hilada de una cara del muro con sillares cortos de 100mm. Y de Ia cara opuesta a éste muro desplantar con sillares de mayor peralte de 200mm., es decir que el muro tiene dos caras formadas cada una por sillares iguales pero opuestos, al juntar estos sillares quedan de frente los rebordes en forma de Omega dentro de los alvéolos quedando juntos los planos opuestos, de Ia segunda hilada en adelante se colocaran sillares de mayor peralte es decir de 200mm. Sobre ambas caras del muro como se muestra en Ia Fig. N0 20 y Fig. N0 22, hasta alcanzar Ia altura deseada, una ves terminado el muro, como queda una hilada más baja que Ia opuesta se procede a enrasar el lado mas bajo con una hilada de piezas de 100mm. Como se muestra en Ia figura N021 y así poder terminar el muro;A male sillar (1) that has a rectangular base from which an Omega-shaped flange follows on two inclined planes, joined by arcs and It has two equal horizontal planes, one upper and one lower that contain a hole in the center of the flange or spike that crosses the thickness of the piece from side to side, to accommodate a rod and hydraulic concrete or installation lines, if we join two omegas by its base 1.1 we will have two Omega-shaped flanges, forming in turn a CENTRAL CHAIR (2) having the 2.7 and 2.15 flanges, the CENTRAL CHAIR (2) that has a rectangular base, from which two shaped flanges come off of Omega Capital. On inclined planes joined by arcs forming spikes that contain an alveolus-shaped coupling groove and has two equal horizontal planes, one upper and one lower, containing a hole in the center of the flange or spike that crosses the thickness of The piece from side to side, to accommodate a rod and hydraulic concrete or installation lines, Now if we join two CENTRAL CHAIRS (2) in a linear way through the planes 2.2 2.20 we will have four protrusions and so on a chain of protrusions is formed, being between them formed by planes 2.3 and 2.19, like the 2.11, to achieve this it is important to move the first course of a face of the wall with short ashlars of 100mm. And from the opposite side to this wall, move with ashlars of greater 200mm cant., That is to say that the wall has two faces each formed by equal but opposite ashlars, when joining these ashlars, the Omega-shaped flanges are facing inside the alveoli leaving the opposite planes together, from the second course onwards, blocks of greater cantilever, that is to say 200mm, will be placed. On both sides of the wall as shown in Fig. N 0 20 and Fig. N 0 22, until the desired height is reached, once the wall is finished, as a course is lower than the opposite one, the more side is flush low with a course of 100mm pieces. As shown in Figure N 0 21 and thus be able to finish the wall;
Para las esquinas se utilizan los SILLARES DE AJUSTE LARGO (3)f SILLARES ESQUINEROS (4) y los SILLARES DE AJUSTE CORTO (6), esto se conforma cuando se acoplan los SILLARES ESQUINEROS (4), quedando el reborde en forma de Omega 4.8 acoplada al alveolo 3.11 del SILLAR DE AJUSTE LARGO (3) o con el SILLAR DE AJUSTE CORTO (6) cuando se acopla el reborde en forma de Omega 4.8 del SILLAR ESQUINERO (4) con Ia media omega 6.9 del SILLAR DE AJUSTE CORTO (6), como se muestra en las esquinas de Ia Fig. 19;For the corners, the LONG ADJUSTMENT CHAIRS (3) f CORNER CHAIRS (4) and the SHORT ADJUSTMENT CHAIRS (6) are used, this is conformed when the CORNER ARMCHAIRS (4) are fitted, remaining the Omega 4.8 shaped flange coupled to the socket 3.11 of the LONG ADJUSTMENT CHAIR (3) or with the SHORT ADJUSTMENT CHAIR (6) when the Omega 4.8 flange of the CORNER ARMCHAIR (4) is coupled with the omega 6.9 half of the SHORT ADJUSTMENT CHAIR (6), as shown in the corners of Fig. 19;
LOS SILLARES CRUCERO (5), como su nombre Io indica se utilizan en los cruceros, cuando su alveolo 4.26, se acopla con el SILLAR ESQUINERO (4) por medio de su reborde en forma de Omega 4.8, y también cuando se acopla con el SILLAR CENTRAL (2) por medio de sus rebordes en forma de Omega 2.7 y 2.14, así como también con el SILLAR DE AJUSTE CORTO (6) por medio de sus planos rectos6.2 y 6.4 y su semi circulo 6.3, como se muestra en Ia Fig N° 19 en su parte central;CRUISE ARMCHAIRS (5), as the name Io indicates, are used in cruise ships, when their socket 4.26, is coupled with the CORNER ARMCHAIR (4) by means of its Omega 4.8 shaped flange, and also when coupled with the CENTRAL CHAIR (2) by means of its Omega 2.7 and 2.14 shaped flanges, as well as with the SHORT ADJUSTMENT CHAIR (6) by means of its straight planes 6.2 and 6.4 and its semi circle 6.3, as shown in Figure N ° 19 in its central part;
Para los ajustes se utilizan los SILLARES MACHO (1), SILLARES DE AJUSTE LARGO SILLARES DE AJUSTE CORTO (6), cuyos rebordes en forma de Omega quedan acoplados a los alvéolos 2.11, o los planos formados por Ia unión de los planos 1.11, 1.3 con 2.3, 2.19, 3.3, 4.27 y 5.4, como se muestra en Ia Fig. 20;For adjustments, the MALE CHAIRS (1), LONG ADJUSTMENT CHAIRS, SHORT ADJUSTMENT CHAIRS (6), whose Omega-shaped flanges are coupled to the alveoli 2.11, or the planes formed by the union of the planes 1.11, 1.3 with 2.3, 2.19, 3.3, 4.27 and 5.4, as shown in Fig. 20;
La forma Omega de Ia pieza, también ocasiona un orificio o barreno en el centro de las espigas de el SILLAR MACHO (1), 1.15, SILLAR CENTRAL (2) 2.22, 2.23, SILLAR AJUSTE LARGO (3) 3.20, SILLAR ESQUINERO (4) 4.31, 4.32, SILLAR CRUCERO (5) 5.36), que podrá ser utilizado para alojar un castillo armado o líneas de instalaciones según sea el caso y serán calculados estructuralmente para cada caso según su utilidad; The Omega shape of the piece also causes a hole or hole in the center of the spikes of the MALE CHAIR (1), 1.15, CENTRAL CHAIR (2) 2.22, 2.23, LONG ADJUSTMENT CHAIR (3) 3.20, CORNER CHAIR (4 ) 4.31, 4.32, CRUISE CHAIR (5) 5.36), which may be used to house an armed castle or facility lines as appropriate and will be structurally calculated for each case according to its usefulness;

Claims

Reivindicaciones:Habiendo descrito suficientemente mi invención, Ia considero como una novedad y por lo tanto reclamo de nuestra exclusiva propiedad Io contenido en las siguientes cláusulas: Claims: Having sufficiently described my invention, I consider it as a novelty and therefore claim our exclusive ownership contained in the following clauses:
1.- Módulos constructivos, armados por sillares de acoplamiento los cuales comprenden:1.- Building modules, armed by coupling blocks which include:
Un sillar Macho (1) que tiene una base rectangular de Ia cual se desprende un reborde en forma de Ia letra Omega sobre dos planos inclinados, unidos por arcos y presenta dos planos horizontales iguales, uno superior y otro inferior que contienen un barreno en el centro del reborde o espiga que atraviesa el espesor de Ia pieza de lado a lado, para alojar una varilla y concreto hidráulico o líneas de instalaciones;A male sillar (1) that has a rectangular base from which a rim in the form of the letter Omega is detached on two inclined planes, joined by arcs and has two equal horizontal planes, one upper and one lower that contain a hole in the center of the flange or spike that crosses the thickness of the piece from side to side, to accommodate a rod and hydraulic concrete or installation lines;
Un sillar Central (2) que tiene una base rectangular, de Ia cual se desprenden dos rebordes en forma de Omega, sobre planos inclinados unidos por arcos formando espigas que contienen a su ves una ranura de acoplamiento en forma de alveolo, cuya función es Ia de recibir un reborde en forma de omega d un sillar macho(1), o de un mismo sillar central, es decir quedando acoplados pero sobre planos opuestos, además este sillar presenta dos planos horizontales iguales, uno superior y otro inferior, que contienen un barreno en el centro del reborde3 o espiga que atraviesa el espesor de Ia Pieza de lado a lado, para alojar una varilla y concreto Hidráulico o líneas de instalaciones;A Central sillar (2) that has a rectangular base, from which two Omega-shaped ridges are detached, on inclined planes joined by arcs forming spikes that contain a socket-shaped coupling groove, whose function is Ia of receiving an omega-shaped flange d a male sillar (1), or of the same central sillar, that is to say being coupled but on opposite planes, in addition this sillar presents two equal horizontal planes, one upper and one lower, which contain a hole in the center of the flange3 or spike that crosses the thickness of the piece from side to side, to accommodate a rod and Hydraulic concrete or installation lines;
Un sillar de Ajuste Largo (3), que tiene una base rectangular, de Ia cual se desprenden dos rebordes, uno en forma de Omega sobre dos planos inclinados unidos por arcos y el otro en forma de media Omega sobre un plano inclinado unido por arcos y plano recto, también unidos por un arco, formando entre ios dos rebordes una ranura de acoplamiento en forma de alveolo, Ia cual tiene Ia función de recibir un reborde en forma de omega de un sillar macho(1), un sillar central (2), un sillar esquinero(4), además de que este sillar presenta dos planos horizontales uno superior y otro inferior, que contienen un barreno en él centro de Ia espiga, que atraviesa el espesor de Ia pieza de lado a lado, para alojar una varilla y concreto hidráulico o líneas de instalaciones;A Long Adjustment chair (3), which has a rectangular base, from which two ridges come off, one in the form of Omega on two inclined planes joined by arcs and the other in the form of Omega half on an inclined plane joined by arcs and straight plane, also joined by an arc, forming between the two flanges a socket groove in the form of a socket, which has the function of receiving an omega-shaped flange from a male sillar (1), a central sillar (2 ), a corner chair (4), in addition to this chair has two horizontal planes one upper and one lower, containing a hole in the center of the spike, which crosses the thickness of the piece from side to side, to accommodate a rod and hydraulic concrete or installation lines;
Un sillar esquinero (4), que tiene una base rectangular de Ia cual se desprenden tres rebordes. Uno en forma de Omega sobre dos planos inclinados, unidos por los arcos y el otro en forma de media omega, ya que en medio de estos dos se forma un alveolo el cual tuene Ia función de recibir un reborde en forma de omega de un sillar central (2), y otro reborde en forma de Omega invertida en el sentido vertical formandouns espiga sobre planos inclinados unidos por arcos a los rebordes y dos planos horizontales, este reborde puede acoplarse en los alvéolo del sillar de ajuste largo (3), sillar de crucero(5), sillar de ajuste corto(6), además este sillar esquinero cuenta con dos planos horizontales uno superior y otro inferior, que contienen un Barreno en el centro de cada reborde que atraviesa el espesor de Ia pieza de lado a lado, para alojar una varilla y concreto hidráulico o líneas de instalaciones;A corner chair (4), which has a rectangular base from which three ridges come off. One in the form of Omega on two inclined planes, joined by the arches and the other in the form of half omega, since in the middle of these two a socket is formed which has the function of receiving an omega-shaped flange from a sillar center (2), and another Omega-shaped flange inverted in the vertical direction forming a spike on inclined planes joined by arches to the flanges and two horizontal planes, this flange can be attached to the alveolus of the long-set saddle (3), sillar Cruising (5), short adjustment saddle (6), in addition this corner chair has two horizontal planes one upper and one lower, which contain a hole in the center of each flange that crosses the thickness of the piece from side to side , to accommodate a hydraulic rod and concrete or installation lines;
Un sillar Crucero (5) que tiene una base rectangular de Ia cual se desprenden dos rebordes, uno en forma de Omega sobre dos planos inclinados unidos por arco y el otro en forma de media omega, ya que en medio de estos dos se forma un alveolo el cual tiene Ia función de recibir un reborde en forma de omega de un sillar central(2), y además cuenta GOΠ otra hendidura en forma de Omega invertida en el sentido vertical formando un alveolo el cual tiene Ia función de recibir un reborde en forma de omega de un sillar macho(1), sillar central (2), sillar esquinero(4), además el sillar crucero cuenta con dos planos horizontales, uno superior y otro inferior, que contienen un barreno al centro del reborde, que atraviesa el espesor de Ia pieza de lado a lado, para alojar una varilla y concreto hidráulico o líneas de instalaciones;A Cruising ashlar (5) that has a rectangular base from which two ridges come off, one in the form of Omega on two inclined planes joined by an arc and the other in the form of half omega, since in the middle of these two a Alveolus which has the function of receiving an omega shaped flange from a central sillar (2), and GO además also has another recess in the form of an inverted Omega in the vertical direction forming a socket which has the function of receiving a flange in Omega shape of a male sillar (1), central sillar (2), corner sillar (4), in addition the cruise sillar has two horizontal planes, one upper and one lower, which contain a hole at the center of the flange, which crosses the thickness of the piece from side to side, to accommodate a rod and hydraulic concrete or installation lines;
Un sillar de Ajuste Corto (6) que tiene una base rectangular de Ia cual se desprende un reborde en forma de rnedia Omega sobre el plano inclinado unido por los arcos y los planos rectos unidos por un arco y dos planos horizontales, uno superior y otro inferiorA Short Adjustment chair (6) that has a rectangular base from which an Omega-shaped rim is detached over the inclined plane joined by the arches and the straight planes joined by an arc and two planes horizontal, one upper and one lower
Y un semicírculo alojado al centro del reborde que atraviesa Ia pieza de lado a lado, Ia finalidad de este sillar es Ia de acoplarse con el sillar macho (1), sillar central (2), sillar esquinero (4), sillar crucero (5);And a semicircle housed at the center of the flange that crosses the piece from side to side, the purpose of this chair is to engage with the male chair (1), center chair (2), corner chair (4), cruise chair (5) );
2.- Modulo constructivo armado por sillares de acoplamiento como el reclamado en Ia reivindicación 1 , en donde el material para Ia fabricación de los sillares puede ser.2.- Construction module armed by coupling blocks as claimed in claim 1, wherein the material for manufacturing the blocks can be.
Adobe, cerámica horneada, concreto hidráulico (cemento - arena) de materiales plásticos y sintéticos de todo tipo naturales y artificiales, metales, cristales arenas sílicas, etc., por su forma geométrica y modo de ensamble; que son las novedades del sistema, se pueden fabricar sillares de diferentes dimensiones a escala según su aplicación;Adobe, baked ceramics, hydraulic concrete (cement - sand) of plastic and synthetic materials of all natural and artificial types, metals, crystals, silica sands, etc., due to their geometric shape and mode of assembly; which are the novelties of the system, ashlars of different dimensions can be manufactured to scale according to their application;
3.- Módulos constructivos armados por sillares de acoplamiento como el reclamado en Ia reivindicación 1, en donde los rebordes en forma de Omega contienen orificios centrales o barrenos que sirven para alojar ductos de instalaciones hidráulicas, sanitarias, eléctricas, de aire acondicionado, etc.; 3.- Building modules armed by coupling blocks as claimed in claim 1, wherein the Omega-shaped flanges contain central holes or holes that serve to house pipelines of hydraulic, sanitary, electrical, air conditioning, etc. ;
PCT/MX2008/000131 2007-10-17 2008-09-29 Assemblable stones used to assemble construction modules WO2009051463A1 (en)

Applications Claiming Priority (2)

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MXMX/U/2007/000393 2007-10-17
MX2007000393 2007-10-17

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019177440A1 (en) 2018-03-15 2019-09-19 Berdai Adel System for assembling building blocks in the form of a kit intended for the construction of buildings
GB2573501A (en) * 2018-03-29 2019-11-13 Tectonic Facades Ltd Building member
GB2576830A (en) * 2018-09-03 2020-03-04 Matt Hoad Ltd Masonry unit and structures made thereof
WO2020209709A3 (en) * 2019-04-09 2020-12-24 Jorge Capistran Fernandez Construction system based on multi-interconnection building stones

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH159094A (en) * 1932-10-19 1932-12-31 Rovero Jean Construction element.
GB783527A (en) * 1953-06-30 1957-09-25 Sano As Improvements in building components
US4633630A (en) * 1986-02-25 1987-01-06 G. R. Block Research and Development Corporation Structural blocks and structural system utilizing same
US4704832A (en) * 1986-05-20 1987-11-10 Theodor Vassiliadis Building system
US6508041B1 (en) * 1999-10-25 2003-01-21 Daniel Anthony Leonard Boot Interlocking concrete block

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH159094A (en) * 1932-10-19 1932-12-31 Rovero Jean Construction element.
GB783527A (en) * 1953-06-30 1957-09-25 Sano As Improvements in building components
US4633630A (en) * 1986-02-25 1987-01-06 G. R. Block Research and Development Corporation Structural blocks and structural system utilizing same
US4704832A (en) * 1986-05-20 1987-11-10 Theodor Vassiliadis Building system
US6508041B1 (en) * 1999-10-25 2003-01-21 Daniel Anthony Leonard Boot Interlocking concrete block

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019177440A1 (en) 2018-03-15 2019-09-19 Berdai Adel System for assembling building blocks in the form of a kit intended for the construction of buildings
GB2573501A (en) * 2018-03-29 2019-11-13 Tectonic Facades Ltd Building member
GB2573501B (en) * 2018-03-29 2020-09-16 Tectonic Facades Ltd Building member
GB2576830A (en) * 2018-09-03 2020-03-04 Matt Hoad Ltd Masonry unit and structures made thereof
WO2020209709A3 (en) * 2019-04-09 2020-12-24 Jorge Capistran Fernandez Construction system based on multi-interconnection building stones

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