WO2020049410A4 - 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
- Publication number
- WO2020049410A4 WO2020049410A4 PCT/IB2019/057223 IB2019057223W WO2020049410A4 WO 2020049410 A4 WO2020049410 A4 WO 2020049410A4 IB 2019057223 W IB2019057223 W IB 2019057223W WO 2020049410 A4 WO2020049410 A4 WO 2020049410A4
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- rods
- zig
- pavements
- floors
- zag
- Prior art date
Links
Classifications
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- 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.
Claims
1. Malla estructural para pisos y pavimentos que 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, 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, en donde las primeras varillas en zig-zag y las segundas varillas están dentro de una losa de concreto integrada con las primeras varillas en zig-zag, las segundas varillas rectas, los recubrimientos superior e inferior y las silletas, formando unidades modulares y en donde se pueden unir mas de una de las unidades modulares entre ellas, la unión entre unidades modulares se hace por medio de pasajuntas y barras de amarre.
1. Structural mesh for floors and pavements comprising two types of rods, the first rods are rods with zigzag bends, placed vertically, the second rods are straight, of different lengths from the first rods and placed horizontally, these second rods are welded to each vertex of the zig-zag rods, one at the top and one at the bottom, characterized in that the second straight rods comprise different degrees of inclination of the zig-rods -zag. 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 viewed from the ground, where the first zig-zag rods and the second rods are inside a concrete slab integrated with the first zig-zag rods, the second straight rods, the upper and lower coverings and the saddles, forming modular units and where more than one of the modular units can be joined between them, the union between modular units is made by means of grommets and tie bars.
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 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. 3. 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 on top ** (S), the third will be in 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.
4. La malla estructural para pisos y pavimentos, de conformidad con la reivindicación 1 , caracterizada porque la losa de concreto comprende un recubrimiento superior y un recubrimiento inferior. 4. The structural mesh for floors and pavements, according to claim 1, characterized in that the concrete slab comprises an upper covering and a lower covering.
5. La malla estructural para pisos y pavimentos, de conformidad con la reivindicación 1 , caracterizada porque la losa de concreto comprende silletas cuya función es montar la malla y proporcionar la separación con la base del piso a cubrir. 5. The structural mesh for floors and pavements, according to claim 1, 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.
6. La malla estructural para pisos y pavimentos, de conformidad con la reivindicación 1 , caracterizada porque la losa de concreto comprende un espesor de entre 10 y 50 cms.
6. The structural mesh for floors and pavements, according to claim 1, characterized in that the concrete slab has a thickness of between 10 and 50 cm.
Declaración en virtud del Artículo 19(1) Declaration under Article 19 (1)
Se agregan las características técnicas de las reivindicaciones anteriores 3, 5, 9, 10 y 11 a la parte caracterizante de la nueva reivindicación. Lo anterior se hace para superar las objeciones de actividad inventiva. Consideramos que al agregar estas características técnicas como esenciales del invento, los documentos citados en el reporte de búsqueda y opinión escrita del PCT no describen o sugieren todas y cada una de estas características. The technical characteristics of the previous claims 3, 5, 9, 10 and 11 are added to the characterizing part of the new claim. This is done to overcome the objections of inventive step. We consider that when adding these technical characteristics as essential to the invention, the documents cited in the PCT search and written opinion report do not describe or suggest each and every one of these characteristics.
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 |
|---|---|---|---|
| MX2018010739 | 2018-09-06 | ||
| MXMX/A/2018/010739 | 2018-09-06 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| WO2020049410A1 WO2020049410A1 (en) | 2020-03-12 |
| WO2020049410A4 true 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) |
Family Cites Families (7)
| 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 |
| CH653080A5 (en) * | 1983-05-27 | 1985-12-13 | Beaumond Jean J | THREE-DIMENSIONAL METAL FRAMEWORK FOR CONSTRUCTION PANELS. |
| JP2656900B2 (en) * | 1994-01-25 | 1997-09-24 | 俊雄 竹本 | REINFORCED CONCRETE STRUCTURE FOR REINFORCED CONCRETE STRUCTURE AND REINFORCED CONCRETE STRUCTURE USING THE SAME |
| DE19611200A1 (en) * | 1996-03-21 | 1997-10-30 | Europor Massivhaus Gmbh | Reinforcement arrangement for aerated concrete components |
| 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 |
| KR20130113315A (en) * | 2010-05-06 | 2013-10-15 | 에코 페이턴트 앤드 아이피 홀딩스 피티와이 리미티드 | 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 US US17/273,888 patent/US20210355682A1/en not_active Abandoned
- 2019-08-27 WO PCT/IB2019/057223 patent/WO2020049410A1/en active Application Filing
Also Published As
| Publication number | Publication date |
|---|---|
| WO2020049410A1 (en) | 2020-03-12 |
| US20210355682A1 (en) | 2021-11-18 |
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