WO2020049410A1 - Reinforced structural mesh for floors and pavements with zig-zag rods - Google Patents
Reinforced structural mesh for floors and pavements with zig-zag rods Download PDFInfo
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- WO2020049410A1 WO2020049410A1 PCT/IB2019/057223 IB2019057223W WO2020049410A1 WO 2020049410 A1 WO2020049410 A1 WO 2020049410A1 IB 2019057223 W IB2019057223 W IB 2019057223W WO 2020049410 A1 WO2020049410 A1 WO 2020049410A1
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- rods
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- pavements
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- zag
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/04—Mats
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
Definitions
- the present invention is due to the operation of the rods that are integrated in this type of reinforcement, due to their geometric distribution of reinforcing steel in their design with zig-zag rods, which are used in floor slabs and hydraulic concrete pavements
- This geometry and reinforcement design is very different from the conventional and existing mesh and reinforcement currently used in the market.
- reinforcing steel rods for concrete floors or slabs
- the traditional design of reinforcing steel rods, for concrete floors or slabs, is normally in the form of a grid with different distances and diameters of the rods, these are used to reinforce hydraulic concrete floors and pavements and can be with one or two grills that are integrated into the slabs.
- the objective of the present invention of structural mesh for floors and pavements reinforced with zig-zag rods is to provide a design that works in the transmission and distribution of loads that the mesh itself absorbs in an integral way with hydraulic concrete. This is thanks to its same integration and modulation in its geometric design, being more efficient for the different problems that arise in the various elements of slabs, floors and pavements.
- Figure 1 shows a lateral section where the height and bends of the zig-zag rods are observed.
- Figure 2 shows a lateral section where the second straight rods, upper straight line (2) and lower straight line (3) are observed.
- Figure 3 shows a side section where the separation and height relationship between the zig-zag rods and the straight rods are observed.
- Figures 4A and 4B show upper views of the rods and the arrangement and orientation of the upper and lower zig-zag rods are observed in isolation.
- Figure 5 shows a top view of the rods and the arrangement and orientation of the zig-zag rods and the second straight rods are observed together.
- Figure 6 shows a perspective view and the zig-zag rods are observed as they are inserted in their starting position.
- Figure 7 shows a lateral section showing the upper and lower cover and the saddles.
- Figure 8 shows a lateral section where the separation and height distances between the zig-zag rods are observed.
- the structural mesh for floors and pavements of the present invention comprises zig-zag rods along the entire length of the slab, with zig-zag bends, placed vertically.
- the length of these depends on the design and the dimension of the slab.
- the height and bends of the rods are a function of the thickness of the slab, and this in turn is a function of the design and reinforcement, as shown in Figure 1 of the zig-zag rod (1).
- the second rods used in this design are straight, of different lengths and placed horizontally. They weld each vertex of the rods that go in zig-zag, one at the top (2) and one at the bottom (3) as shown in Figure 2.
- each longitudinal zig-zag rod which goes across the width of the slab between each of these, is related to the height of the zig-zag rod, that is, if "X” is the height of the rod zig-zag the separation between it is “2 X” or according to its design and they are placed in a vertical position, joined with the straight rods, some at the bottom and the others at the top, as mentioned in the previous paragraph and is represented in figure 3.
- the dimensions of these and the number of rods to be used across the width of the slab are a function of the thickness of the slab and its dimension.
- the rods mentioned above that join each vertex of the rods that go in zigzag are straight and of different sizes. These will go to different degrees of inclination of the rods that go along the zigzag slab. Some go in the upper part (2) and the others in the lower part (3) and go in the opposite direction from each other, remaining as a rhombus when viewed of plant. These rods are welded at each vertex with the zig-zag rods, joining them together as shown in Figures 4A and 4B.
- the zig-zag rods are interspersed in their starting position of the assembly, that is, if the vertex of the first rod starts at the bottom * (l), the second line of the rod will go at the top ** (S), the third will be in the lower position * (I) and so on until the width of the design slab is covered, depending on the thickness or your design of the concrete slab, as shown in figure 6 .
- the slabs depending on the thickness of their design, will have a lower and upper coating according to design.
- saddles will be used that will serve to mount the mesh and have the separation with the base of the floor to be covered, the saddles (5) will be placed according to the specifications of the saddles (5) to withstand the different operating loads to which it will be subjected and in both directions of the mesh to maintain its uniformity and level, thus avoiding possible deformation, maintaining the level of the mesh and slab design.
- some examples of the various thicknesses of most commercial slabs used in the market are attached, which are: 15, 20, 25, and 30 cm. or more, These in turn can be designed in any other thickness, distance and angle of the zig-zag rod, always returning to the original design of the invention, maintaining the design of the same.
- Thicknesses of most commercial slabs used on the market which are: 15, 20, 25, and 30 cm or more.
- the diameter of the rod to be used can be varied and this will depend on the design load to which it will be subjected, always maintaining the mesh design of this invention.
- grommets and tie bars are used, which are usually used for the transmission of loads and the union of these.
- the dimensions and characteristics of these will be according to the thickness of the slab and the service load of its design, as shown in Figure 8 and Table 1.
- the pre-mixed concrete to be used for this design must comply with the quality required for the design of the slabs, as well as with the regulations of the product specified according to design.
- the various static and mechanical loads, to which the slabs are subjected dissipate and the steel works integrally, absorbing and transmitting the loads to the entire structure of the floor or pavement, thus having a greater area of load and support, with greater efficiency and avoiding the warpage and cracking that they normally present. Also maintaining above all, the same level between slabs and greater flatness of the floors and pavements.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
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- Reinforcement Elements For Buildings (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention relates to a structural mesh for floors and pavements which comprises two types of rods: the first rods are rods bent in a zig-zag fashion, arranged vertically; the second rods are straight, different in length to the first and arranged horizontally. The second rods are welded to each vertex of the zig-zag rods, one at the top and another at the bottom. These rods will form the structure for concrete slabs for forming reinforced floors and pavements to support the different static and mechanical loads to which the slabs are subjected, since they are dissipated and the steel works integrally, absorbing and transmitting the loads to the entire floor or pavement structure, thereby having a larger load and support area, with greater efficiency and preventing the usual warping and cracking. Also maintaining above all the same level between slabs and flatter floors and pavements.
Description
MALLA ESTRUCTURAL PARA PISOS Y PAVIMENTOS REFORZADA CON STRUCTURAL MESH FOR FLOORS AND FLOORING REINFORCED WITH
VARILLAS EN ZIG-ZAG. RODS IN ZIG-ZAG.
La presente invención se debe al funcionamiento de las varillas que se integran en este tipo de armado, por su distribución geométrica de acero de refuerzo en su diseño con varillas en zig-zag, que se utilizan en las losas de pisos y pavimentos de concreto hidráulico, este diseño de geometría y armado, es muy diferente a las convencionales y a las existentes, de mallas y armados que se utilizan actualmente en el mercado. The present invention is due to the operation of the rods that are integrated in this type of reinforcement, due to their geometric distribution of reinforcing steel in their design with zig-zag rods, which are used in floor slabs and hydraulic concrete pavements This geometry and reinforcement design is very different from the conventional and existing mesh and reinforcement currently used in the market.
ANTECEDENTES DE LA INVENCIÓN BACKGROUND OF THE INVENTION
El diseño tradicional de armado de las varillas de acero, para los pisos o losas de concreto, es normalmente en forma de cuadrícula con diferentes distancias y diámetros de las varillas, estas se utilizan para reforzar los pisos y pavimentos de concreto hidráulico y pueden ser con una o dos parrillas que se integran en las losas. The traditional design of reinforcing steel rods, for concrete floors or slabs, is normally in the form of a grid with different distances and diameters of the rods, these are used to reinforce hydraulic concrete floors and pavements and can be with one or two grills that are integrated into the slabs.
Estos armados tradicionales y diseños son para evitar los diversos problemas que se presenta normalmente en los pisos y pavimentos, que son agrietamientos, fisuras, alabeos y otros. These traditional reinforcements and designs are to avoid the various problems that normally arise in floors and pavements, which are cracking, fissures, warping and others.
Existen otros métodos y alternativas de diseños para evitar los diversos problemas de los pisos y pavimentos como son; pisos postensados, concreto de
baja contracción, con doble parrillas de armado de varillas de acero, con fibras sintéticas o de acero y otros adicionantés, todas éstas siendo muy costosas. There are other methods and design alternatives to avoid the various problems of floors and pavements such as; post-tensioned floors, concrete low shrinkage, with double grills for steel rod assembly, with synthetic or steel fibers and other additives, all of which are very expensive.
OBJETIVO DE LA INVENCIÓN. OBJECTIVE OF THE INVENTION.
El objetivo de la presente invención de malla estructural para piso y pavimentos reforzada con varillas en zig-zag, es proveer un diseño que trabaja en la transmisión y la distribución de cargas que absorbe la propia malla en forma integral con el concreto hidráulico. Esto es gracias a su misma integración y modulación en su diseño geométrico, siendo más eficiente para los distintos problemas que se presentan en los diversos elementos de losas, pisos y pavimentos. The objective of the present invention of structural mesh for floors and pavements reinforced with zig-zag rods, is to provide a design that works in the transmission and distribution of loads that the mesh itself absorbs in an integral way with hydraulic concrete. This is thanks to its same integration and modulation in its geometric design, being more efficient for the different problems that arise in the various elements of slabs, floors and pavements.
DESCRIPCIÓN DE LOS DIBUJOS. DESCRIPTION OF THE DRAWINGS.
La figura 1 muestra un corte lateral donde se observa la altura y dobleces de las varillas en zig-zag. Figure 1 shows a lateral section where the height and bends of the zig-zag rods are observed.
La figura 2 muestra un corte lateral donde se observan las segundas varillas rectas, recta superior (2) y recta inferior (3). La figura 3 muestra un corte lateral donde se observan la relación de separación y altura entre las varillas en zig-zag y las varillas rectas.
Las figuras 4A y 4B muestran vistas superiores de las varillas y se observa, de forma aislada, la disposición y orientación de las varillas superior e inferior en zig-zag. La figura 5 muestra una vista superior de las varillas y se observa, de forma conjunta, la disposición y orientación de las varillas en zig-zag y las segundas varillas rectas. Figure 2 shows a lateral section where the second straight rods, upper straight line (2) and lower straight line (3) are observed. Figure 3 shows a side section where the separation and height relationship between the zig-zag rods and the straight rods are observed. Figures 4A and 4B show upper views of the rods and the arrangement and orientation of the upper and lower zig-zag rods are observed in isolation. Figure 5 shows a top view of the rods and the arrangement and orientation of the zig-zag rods and the second straight rods are observed together.
La figura 6 muestra una vista en persepctiva y se observan las varillas en forma de zig-zag como están intercaladas en su posición de inicio. Figure 6 shows a perspective view and the zig-zag rods are observed as they are inserted in their starting position.
La figura 7 muestra un corte lateral donde se observan el recubrimiento superior e inferior y las silletas. La figura 8 muestra un corte lateral donde se observan las distancias de separación y altura entre las varillas en zig-zag. Figure 7 shows a lateral section showing the upper and lower cover and the saddles. Figure 8 shows a lateral section where the separation and height distances between the zig-zag rods are observed.
DESCRIPCIÓN DETALLADA DE LA INVENCIÓN. DETAILED DESCRIPTION OF THE INVENTION.
La malla estructural para pisos y pavimentos de la presente invención comprende varillas en zig-zag a todo lo largo de la losa, con dobleces en forma de zig-zag, colocadas en forma vertical. La longitud de éstas depende del diseño y de la dimensión de la losa. La altura y dobleces de las varillas van en función del espesor de la losa, y esta a su vez va en función del diseño y armado, como se expone en la figura 1 de la varilla zig-zag (1 ).
Las segundas varillas que se utilizan en este diseño son rectas, de diferente longitud y colocadas en forma horizontal. Éstas unen con soldadura cada vértice de las varillas que van en zig-zag, una en la parte sup erior (2) y otra en la parte inferior (3) como se representa en la figura 2. The structural mesh for floors and pavements of the present invention comprises zig-zag rods along the entire length of the slab, with zig-zag bends, placed vertically. The length of these depends on the design and the dimension of the slab. The height and bends of the rods are a function of the thickness of the slab, and this in turn is a function of the design and reinforcement, as shown in Figure 1 of the zig-zag rod (1). The second rods used in this design are straight, of different lengths and placed horizontally. They weld each vertex of the rods that go in zig-zag, one at the top (2) and one at the bottom (3) as shown in Figure 2.
La separación entre cada varilla longitudinal zig-zag, que van en todo lo ancho de la losa entre cada una de estas, está relacionada con la altura de la varilla zig-zag, es decir, si“X” es la altura de la varilla de zig-zag la separación entre ella es“2 X” o según su diseño y son colocadas en posición vertical, unidas con las varillas rectas, unas en la parte inferior y las otras en la parte superior, como se mencionó en el párrafo anterior y se representa en la figura 3. The separation between each longitudinal zig-zag rod, which goes across the width of the slab between each of these, is related to the height of the zig-zag rod, that is, if "X" is the height of the rod zig-zag the separation between it is "2 X" or according to its design and they are placed in a vertical position, joined with the straight rods, some at the bottom and the others at the top, as mentioned in the previous paragraph and is represented in figure 3.
Las dimensiones de éstas y el número de varillas que se utilizarán a lo ancho de la losa están en función del espesor de la losa y de su dimensión . The dimensions of these and the number of rods to be used across the width of the slab are a function of the thickness of the slab and its dimension.
Por otro lado, las varillas mencionadas anteriormente que unen cada vértice de las varillas que van en zigzag, son rectas y de diferente tamaño. Éstas irán a diferentes grados de inclinación de las varillas que van a lo largo de la losa zig- zag. Unas van en la parte superior ( 2 ) y las otras en la parte inferior ( 3 ) y van en sentido opuesto las unas de la otras, quedando en forma de rombo viéndolas
de planta. Estas varillas van soldadas en cada vértice con las varillas de zig-zag, uniéndolas entre sí como se muestra en las figuras 4A y 4B. On the other hand, the rods mentioned above that join each vertex of the rods that go in zigzag, are straight and of different sizes. These will go to different degrees of inclination of the rods that go along the zigzag slab. Some go in the upper part (2) and the others in the lower part (3) and go in the opposite direction from each other, remaining as a rhombus when viewed of plant. These rods are welded at each vertex with the zig-zag rods, joining them together as shown in Figures 4A and 4B.
Además, las varillas en forma de zig-zag van intercaladas en su posición de inicio del armado, es decir, si el vértice de la primera varilla inicia en la parte inferior*(l), la segunda línea de varilla irá en la parte superior**(S), la tercera estará en posición inferior* (I) y así sucesivamente hasta cubrir el ancho de la losa de diseño, que depende del espesor o de su diseño de la losa de concreto, como se observa en la figura 6. In addition, the zig-zag rods are interspersed in their starting position of the assembly, that is, if the vertex of the first rod starts at the bottom * (l), the second line of the rod will go at the top ** (S), the third will be in the lower position * (I) and so on until the width of the design slab is covered, depending on the thickness or your design of the concrete slab, as shown in figure 6 .
INTEGRACIÓN DEL ARMADO DE LA INVENCIÓN INTEGRATION OF THE ARMING OF THE INVENTION
Integrando las varillas zig-zag que van a lo largo de la losa, con la unión de las varillas rectas, unas en la parte superior y otras en la parte inferior como se menciona en párrafos anteriores, estás integran el armado y con ello se da el origen de la invención del diseño de la la malla estructural para piso y pavimentos reforzada con varillas en zig-zag. By integrating the zig-zag rods that go along the slab, with the union of the straight rods, some at the top and others at the bottom as mentioned in previous paragraphs, you are integrating the assembly and with this it is the origin of the invention of the design of the structural mesh for floors and pavements reinforced with zig-zag rods.
Las losas dependiendo del espesor de su diseño, tendrán un recubrimiento inferior y superior según diseño. En la parte inferior se utilizarán silletas que servirán para montar la malla y tener la separación con la base del piso a cubrir, las silletas (5) estarán colocadas según las especificaciones de la silletas (5)
para soportar las diferentes cargas de operación a la que será sometida y en ambos sentidos de la malla para mantener la uniformidad y nivel de la misma, así se evita la posible deformación, manteniendo el nivel del diseño de malla y de la losa. The slabs depending on the thickness of their design, will have a lower and upper coating according to design. In the lower part, saddles will be used that will serve to mount the mesh and have the separation with the base of the floor to be covered, the saddles (5) will be placed according to the specifications of the saddles (5) to withstand the different operating loads to which it will be subjected and in both directions of the mesh to maintain its uniformity and level, thus avoiding possible deformation, maintaining the level of the mesh and slab design.
En la parte superior se recomienda un recubrimiento (4) según su diseño, como se representa en la figura 7. In the upper part, a covering (4) according to its design is recommended, as shown in figure 7.
Como ejemplo y más detalles se anexan algunos ejemplos de los diversos espesores de losas más comerciales que se utilizan en el mercado, que son de: 15, 20, 25, y 30 cm. o más, Éstas en su momento se pueden diseñar de cualquier otro espesor, distancia y ángulo de la varilla zig-zag, retomando siempre el diseño original de la invención, manteniendo el diseño de la misma. As an example and more details, some examples of the various thicknesses of most commercial slabs used in the market are attached, which are: 15, 20, 25, and 30 cm. or more, These in turn can be designed in any other thickness, distance and angle of the zig-zag rod, always returning to the original design of the invention, maintaining the design of the same.
Por otro lado, se puede variar el diámetro de la varilla a utilizar y esta dependerá de la carga de diseño a la que será sometida, siempre manteniendo el diseño de la malla de esta invención. On the other hand, the diameter of the rod to be used can be varied and this will depend on the design load to which it will be subjected, always maintaining the mesh design of this invention.
La unión de las losas o módulos entre cada malla estructural para pisos y pavimentos reforzada con varillas en zig-zag, para la transmisión de cargas a las que será sometida y la integración entre ellas, se utilizan pasajuntas y barras de amarre, que usualmente se utilizan para la transmisión de cargas y la unión de estas. Las dimensiones y características de éstas serán según el espesor de la losa y de la carga de servicio de su diseño como se observa en la figura 8 y en la Tabla 1. The union of the slabs or modules between each structural mesh for floors and pavements reinforced with zig-zag rods, for the transmission of loads to which it will be subjected and the integration between them, grommets and tie bars are used, which are usually used for the transmission of loads and the union of these. The dimensions and characteristics of these will be according to the thickness of the slab and the service load of its design, as shown in Figure 8 and Table 1.
Por otra parte, el concreto premezclado a utilizar para este diseño deberá cumplir con la calidad que se requiere del diseño de las losas, así como con la normatividad del producto especificado según diseño. VENTAJAS On the other hand, the pre-mixed concrete to be used for this design must comply with the quality required for the design of the slabs, as well as with the regulations of the product specified according to design. ADVANTAGE
La ventaja de la Malla Estructural para Pisos y Pavimentos Reforzadas con Varillas en zig-zag es la disminución de grietas, fisuras y alabeo que
normalmente presentan las losas. Un factor a favor es el costo-beneficio de su mantenimiento, así como también el mantenimiento de los diversos equipos que transitan en los pisos o pavimentos y que tendrán un menor gasto de mantenimiento en general. The advantage of the Reinforced Structural Mesh for Floors and Pavements with zig-zag Rods is the reduction of cracks, fissures and warping that they usually feature slabs. A factor in favor is the cost-benefit of its maintenance, as well as the maintenance of the various equipment that transits on the floors or pavements and that will have a lower maintenance cost in general.
Además, tiene mayor seguridad en el tránsito de los montacargas en pisos industriales o cualquier otro tipo de servicio, ofreciendo el beneficio de seguridad con un mantenimiento preventivo a las losas y pisos de concreto con el armado de la Malla de esta invención. In addition, it has greater safety in the transit of forklifts on industrial floors or any other type of service, offering the safety benefit with preventive maintenance to concrete slabs and floors with the reinforcement of the Mesh of this invention.
Con base al diseño de la malla de esta invención, las diversas cargas estáticas y mecánicas, a las que son sometidas las losas, se disipan y el acero trabaja de forma integral, absorbiendo y transmitiendo las cargas a toda la estructura del piso o pavimento, teniendo así una mayor área de carga y soporte, con una mayor eficiencia y evitando el alabeo y agrietamiento que presentan normalmente. También manteniendo sobre todo, el mismo nivel entre losas y una mayor planicidad de los pisos y pavimentos.
Based on the mesh design of this invention, the various static and mechanical loads, to which the slabs are subjected, dissipate and the steel works integrally, absorbing and transmitting the loads to the entire structure of the floor or pavement, thus having a greater area of load and support, with greater efficiency and avoiding the warpage and cracking that they normally present. Also maintaining above all, the same level between slabs and greater flatness of the floors and pavements.
Claims
1. Malla estructural para pisos y pavimentos, caracterizada porque comprende dos tipos de varillas, las primeras varillas son varillas con dobleces en forma de zig-zag, colocadas en forma vertical, las segundas varillas son rectas, de diferente longitud que las primeras y colocadas de forma horizontal, éstas segundas varillas se unen con soldadura a cada vértice de las varillas que van en zig-zag, una en la parte superior y otra en la parte inferior. 1. Structural mesh for floors and pavements, characterized in that it comprises two types of rods, the first rods are rods with zig-zag bends, placed vertically, the second rods are straight, of different lengths from the first and placed horizontally, these second rods are welded to each vertex of the rods that go in zig-zag, one at the top and one at the bottom.
2. La malla estructural para pisos y pavimentos, de conformidad con la reivindicación 1 , caracterizada porque la separación longitudinal entre cada varilla en zig-zag, está relacionada con la altura de la varilla en zig- zag, es decir, si X es la altura de la varilla en zig-zag la separación entre ellas es 2X. 2. The structural mesh for floors and pavements, according to claim 1, characterized in that the longitudinal separation between each zig-zag rod is related to the height of the zig-zag rod, that is, if X is the height of the zigzag rod the separation between them is 2X.
3. La malla estructural para pisos y pavimentos, de conformidad con la reivindicación 1 , caracterizada porque las segundas varillas rectas comprenden diferentes grados de inclinación de las varillas en zig-zag. Unas de las segundas varillas rectas van en la parte superior y otras en la parte inferior y van en sentido opuesto las unas de la otras, quedando en forma de rombo, al observarse de planta.
3. The structural mesh for floors and pavements, according to claim 1, characterized in that the second straight rods comprise different degrees of inclination of the zig-zag rods. Some of the second straight rods go at the top and others at the bottom and go in the opposite direction from each other, remaining in the shape of a rhombus, when observed from the ground.
4. La malla estructural para pisos y pavimentos, de conformidad con la reivindicación 1 , caracterizada porque las varillas en forma de zig-zag van intercaladas en su posición de inicio del armado, es decir, si el vértice de la primera varilla inicia en la parte inferior*(l), la segunda línea de varilla irá en la parte superior **(S), la tercera estará en posición inferior *(l) y así sucesivamente hasta cubrir el ancho de la losa de diseño, que depende del espesor o de su diseño de la losa de concreto. 4. The structural mesh for floors and pavements, according to claim 1, characterized in that the zig-zag-shaped rods are interspersed in their starting position of assembly, that is, if the vertex of the first rod begins at the bottom * (l), the second line of rod will go at the top ** (S), the third will be in the bottom position * (l) and so on until the width of the design slab is covered, which depends on the thickness or your design of the concrete slab.
5. La malla estructural para pisos y pavimentos, de conformidad con la reivindicación 1 , caracterizada porque las primeras varillas en zig-zag y las segundas varillas están dentro de una losa de concreto. 5. The structural mesh for floors and pavements, according to claim 1, characterized in that the first zig-zag rods and the second rods are inside a concrete slab.
6. La malla estructural para pisos y pavimentos, de conformidad con la reivindicación 5, caracterizada porque la losa de concreto comprende un recubrimiento superior y un recubrimiento inferior. 6. The structural mesh for floors and pavements, according to claim 5, characterized in that the concrete slab comprises an upper covering and a lower covering.
7. La malla estructural para pisos y pavimentos, de conformidad con la reivindicación 6, caracterizada porque la losa de concreto comprende silletas cuya función es para montar la malla y proporcionar la separación con la base del piso a cubrir. 7. The structural mesh for floors and pavements, according to claim 6, characterized in that the concrete slab comprises saddles whose function is to mount the mesh and provide the separation with the base of the floor to be covered.
8. La malla estructural para pisos y pavimentos, de conformidad con la reivindicación 5, caracterizada porque la losa de concreto comprende un espesor de entre 10 y 50 cms.
8. The structural mesh for floors and pavements, according to claim 5, characterized in that the concrete slab has a thickness of between 10 and 50 cm.
9. La malla estructural para pisos y pavimentos, de conformidad con las reivindicaciones 5 a 8, caracterizada porque la losa de concreto integrada con las primeras varillas en zig-zag, las segundas varillas rectas, los recubrimientos superior e inferior y las silletas, forman unidades modulares. 9. The structural mesh for floors and pavements, according to claims 5 to 8, characterized in that the concrete slab integrated with the first zig-zag rods, the second straight rods, the upper and lower coverings and the saddles, form modular units.
10. La malla estructural para pisos y pavimentos, de conformidad con la reivindicación 9, caracterizada porque se pueden unir mas de una de las unidades modulares entre ellas. 10. The structural mesh for floors and pavements, according to claim 9, characterized in that more than one of the modular units can be joined together.
11. La malla estructural para pisos y pavimentos, de conformidad con la reivindicación 10, caracterizada porque la unión entre unidades modulares se hace por medio de pasajuntas y barras de amarre.
11. The structural mesh for floors and pavements, according to claim 10, characterized in that the union between modular units is made by means of grommets and tie bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US17/273,888 US20210355682A1 (en) | 2018-09-06 | 2019-08-27 | Reinforced structural mesh for floors and pavements with zig-zag rods |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| MXMX/A/2018/010739 | 2018-09-06 | ||
| MX2018010739 | 2018-09-06 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| WO2020049410A1 true WO2020049410A1 (en) | 2020-03-12 |
| WO2020049410A4 WO2020049410A4 (en) | 2020-04-30 |
Family
ID=69721811
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/IB2019/057223 WO2020049410A1 (en) | 2018-09-06 | 2019-08-27 | Reinforced structural mesh for floors and pavements with zig-zag rods |
Country Status (2)
| Country | Link |
|---|---|
| US (1) | US20210355682A1 (en) |
| WO (1) | WO2020049410A1 (en) |
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|---|---|---|---|---|
| FR491479A (en) * | 1918-08-27 | 1919-06-04 | Le Materiel Flottant | Armored hoop with diagonal folded frames |
| ES287858U (en) * | 1983-05-27 | 1985-12-16 | Beaumond Jean Josep | Tridimensional metal skeleton for structural panels. |
| JPH07207838A (en) * | 1994-01-25 | 1995-08-08 | Toshio Takemoto | Anchorage joint node reinforcing bar, reinforced concrete structure with anchorage joint node, and manufacture thereof |
| EP0796961A1 (en) * | 1996-03-21 | 1997-09-24 | Europor MASSIVHAUS GmbH | Reinforcing system for foam concrete elements |
| DE29820176U1 (en) * | 1998-11-03 | 1999-04-15 | Dohm, Rudolf, 13156 Berlin | Three-dimensional grid made of pyramid-shaped elements as an intermediate layer for plates and curved shells |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SG185132A1 (en) * | 2010-05-06 | 2012-12-28 | Ekco Patent & Ip Holdings Pty Ltd | A building structure |
| CN105040877A (en) * | 2015-07-27 | 2015-11-11 | 天津市金万方钢结构有限公司 | Regular hexagon and rhombus transverse staggered type honeycomb grid type floor system structure and making method thereof |
-
2019
- 2019-08-27 WO PCT/IB2019/057223 patent/WO2020049410A1/en active Application Filing
- 2019-08-27 US US17/273,888 patent/US20210355682A1/en not_active Abandoned
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR491479A (en) * | 1918-08-27 | 1919-06-04 | Le Materiel Flottant | Armored hoop with diagonal folded frames |
| ES287858U (en) * | 1983-05-27 | 1985-12-16 | Beaumond Jean Josep | Tridimensional metal skeleton for structural panels. |
| JPH07207838A (en) * | 1994-01-25 | 1995-08-08 | Toshio Takemoto | Anchorage joint node reinforcing bar, reinforced concrete structure with anchorage joint node, and manufacture thereof |
| EP0796961A1 (en) * | 1996-03-21 | 1997-09-24 | Europor MASSIVHAUS GmbH | Reinforcing system for foam concrete elements |
| DE29820176U1 (en) * | 1998-11-03 | 1999-04-15 | Dohm, Rudolf, 13156 Berlin | Three-dimensional grid made of pyramid-shaped elements as an intermediate layer for plates and curved shells |
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| DATABASE EPODO C Database accession no. DE - 29820176 - U * |
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Also Published As
| Publication number | Publication date |
|---|---|
| US20210355682A1 (en) | 2021-11-18 |
| WO2020049410A4 (en) | 2020-04-30 |
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