WO2014116139A1 - Module d'armature - Google Patents
Module d'armature Download PDFInfo
- Publication number
- WO2014116139A1 WO2014116139A1 PCT/RU2013/000125 RU2013000125W WO2014116139A1 WO 2014116139 A1 WO2014116139 A1 WO 2014116139A1 RU 2013000125 W RU2013000125 W RU 2013000125W WO 2014116139 A1 WO2014116139 A1 WO 2014116139A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- reinforcing
- elements
- module
- reinforced
- construction
- 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
- E04C5/06—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
- E04C5/0627—Three-dimensional reinforcements composed of a prefabricated reinforcing mat combined with reinforcing elements protruding out of the plane of the mat
Definitions
- the invention relates to the field of construction, namely, to the design of reinforcing elements used in various building structures - floor slabs and wall plates, as well as in road, industrial and civil engineering, in particular, in the construction of structures subjected to increased alternating dynamic loads.
- the prior art describes various designs of reinforcing cages intended for use in various building structures, for example, the reinforcing cage used in the invention according to the USSR copyright certificate N ° 1731914 A1, published in 1992, in which the cores of the reinforcing cage form tetrahedrons with each other, with legs rods inclined to the base of the tetrahedron extending beyond the base plane are bent normally to the base plane for placement in the heat-insulating layer, and on one of the free ends of the pubic rods there is a plastic cap with a longitudinal hole at the end for passing the connecting frames vertically of the round mounting rod with anchoring broadening at its end.
- reinforcing cage disclosed in patent RU 2338036, published on 10.11.2008, made in the form of a spatial reinforcing structure containing obliquely located reinforcing bars that form oppositely oriented octahedra in space.
- the technical result achieved by the implementation of the claimed invention is to increase the spatial rigidity of the structure, increase the characteristics of bending strength due to the redistribution of the loads acting on it in the structure.
- the proposed reinforcing module is high-tech, both in production and during its assembly directly at the facility.
- the reinforcing module contains an upper and lower element, each of which is made in the form of a lattice with a cellular structure with a cell shape in the form of an equilateral polyhedron, at least one middle element, made in the form of a spatial reinforcing structure, containing obliquely located reinforcing bars that form in space oppositely oriented equilateral polyhedral pyramids, and nodal elements, while the number of faces of the lattice cell corresponds to It exists among faces of the pyramid of the reinforcement structure.
- the upper and / or lower and / or reinforcing bars of the middle element of the reinforcing module and / or node elements can be made of metal, or composite materials based on basalt or carbon, or fiberglass, or polymeric materials , or polymeric materials with reinforcing additives.
- the space between the reinforcing rods of the middle element of the reinforcing module can be filled with filler, which can be used as concrete, or polymeric materials, or polymeric materials with reinforcing additives, or soundproofing materials, or heat-insulating materials.
- filler which can be used as concrete, or polymeric materials, or polymeric materials with reinforcing additives, or soundproofing materials, or heat-insulating materials.
- pipes for communications at least some of which are made with inspection hatches to enable installation or diagnostics of the state of communications, and / or non-contact electromagnetic power can be placed to provide power, for example, electric vehicles moving along a transport track.
- the specified technical result is also achieved due to the fact that the upper and / or lower elements of the reinforcing module can be made with the possibility of mounting panels, at least part of the nodal elements can be made with the possibility of connecting two reinforcing modules, and at least part reinforcing rods of the middle element of the reinforcing module can be made with releases to ensure contact with the monopolistic or underlying layer.
- the reinforcing module can be equipped with means for heating it, located between the reinforcing bars of the middle element of the reinforcing module.
- the proposed design of the reinforcing module consists of elements assembled according to the principle of, preferably, tetrahedral structures in a single unit. Aggregate structures can be either ordinary concrete, or porous or foam materials. In some products, such as bridges, passages, etc., filling may be absent altogether. Structural strength is determined by the design features of the reinforcing module, its mass-size characteristics and build quality.
- the load is also distributed over the entire area of the console;
- the end elements of the panels are made in such a way that when assembling the panels with each other they are fully merged to form a single panel.
- the reinforcement elements in the upper and lower parts of the panel are located at an angle of 120 ° and across the road, which removes the problem of the occurrence of additional loads during temperature extremes.
- the specific gravity of the load on the underlying base is determined by the area of the support of the entire jointless structure, by the weight of all the vehicles currently on the track.
- figure 1 shows a General view of the reinforcing module in a perspective view
- figure 2 presents the elements of the reinforcing module for assembly in a perspective view; in Fig.Z - reinforcement module, side view;
- FIG. 4 shows the nodal element of the reinforcing module.
- reinforcing module can be made in the form of a rectangle or polygon, preferably a regular hexagon.
- the shape of the module is determined by the calculation and shape of the product, for example road plates, wall panels, etc., which are assembled from the desired number of modules
- the reinforcing module is assembled from the upper and lower elements 1, each of which is made in the form of a lattice with a cellular structure with the shape of a cell in the form of an equilateral polyhedron and the middle element 2, made in the form of a spatial reinforcing structure containing obliquely located reinforcing bars 6, forming in space opposite oriented equilateral polyhedral pyramids.
- Elements 1 and 2 if they are made of metal, composite materials based on basalt or carbon, or fiberglass, or polymeric materials, or polymeric materials with reinforcing additives, can be made monolithic, for example, by casting, while connecting 3 and nodal elements, which are nodal rods 4 on the elements 2 and nodal rings 5 on the elements 1. Part of the nodal rods 4 of the middle element 2 can be made longer, due to which they serve as outlets to ensure contact with the monolithic or underlying layer.
- the unit is fastened using a method acceptable to the material from which the rods are made.
- a method acceptable to the material from which the rods are made for example, in the manufacture of rods from polymeric materials, the method of melting the upper part of the connecting rods 4 of element 2 is used.
- the assembled modules are installed on the underlying surface, and due to the connecting elements 3, a single web of many reinforcing modules is assembled along the entire length and width of the road. Then, if necessary, installation is made in the space between the reinforcing rods of the middle element 2 of the reinforcing module of pipes for communications, at least some of which are made with inspection hatches to enable installation or diagnostics of the state of communications; non-contact electromagnetic power means for supplying, for example, electric vehicles moving along a transport belt; heating means, etc. Then concrete is poured over the entire height of the modules. If necessary, the filling is increased by the thickness of the monopolistic layer. In this case, the nodal rods 4 of the element 2 can be made of such a length that they can be placed both in the underlying layer and in the layer of monolithic concrete.
- a reinforcing module is installed between the monolithic layers, for example, of chipboards. Holes can be made in the slabs for the nodal rods 4 of element 2. Then, if necessary, installation is made in the space between the reinforcing rods of the middle element 2 of the pipe reinforcing module for communications, at least some of which are filled with inspection hatches to allow installation or diagnostics communication status; heating means, etc. After which filler is filled. Concrete, or polymeric materials, or polymeric materials with reinforcing additives, or soundproofing materials, or heat-insulating materials can be used as a filler.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
L'invention concerne le domaine du bâtiment, et notamment la conception d'éléments d'armature utilisés dans différentes structures du bâtiment et notamment pour ériger diverses structures subissant des charges dynamiques élevées à signe variable. Le module d'armature comprend des éléments supérieur et inférieur dont chacun se présente comme une grille possédant une structure alvéolaire avec des alvéoles en forme de polyère à côtés égaux, l'élément du milieu est réalisé sous la forme d'une structure d'armature spatial qui comprend des tiges d'armature disposées de manière inclinées et qui forment dans l'espace des pyramides à côtés multiples orientées de façon opposée, ainsi que des éléments de liaison. Le nombre de côtés de l'alvéole de la grille correspond au nombre de côtés de la pyramide de la structure d'armature. Au moins un des éléments du module d'armature et/ou son élément de liaison peut être sous forme monolithique, ou alors une partie des éléments de liaison peuvent être monolithiques avec des tiges d'armature de l'élément du milieu et/ou de l'élément supérieur et/ou de l'élément inférieur du module d'armature. Le résultat technique consiste en une augmentation de la rigidité spatiale de la construction grâce à une nouvelle répartition dans la structure des charges qui agissent sur elle.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| RU2013102829 | 2013-01-23 | ||
| RU2013102829 | 2013-01-23 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2014116139A1 true WO2014116139A1 (fr) | 2014-07-31 |
Family
ID=51227839
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/RU2013/000125 WO2014116139A1 (fr) | 2013-01-23 | 2013-02-15 | Module d'armature |
Country Status (1)
| Country | Link |
|---|---|
| WO (1) | WO2014116139A1 (fr) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115320183A (zh) * | 2022-08-22 | 2022-11-11 | 大连交通大学 | 具有s构型增强结构的蜂窝芯体 |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU131067A1 (ru) * | 1959-08-26 | 1959-11-30 | И.П. Шмелев | Пространственна ферма, образованна нижней и верхней параллельными решетчатыми с треугольной чейкой плоскост ми |
| RU68033U1 (ru) * | 2007-07-19 | 2007-11-10 | Виктор Васильевич Сычев | Аматурный каркас |
| RU2416005C1 (ru) * | 2010-01-18 | 2011-04-10 | Федеральное государственное образовательное учреждение высшего профессионального образования "Кубанский государственный аграрный университет" | Арматурный каркас |
| US8042312B2 (en) * | 2003-11-07 | 2011-10-25 | Industry Foundation Of Chonnam National University | Three-dimensional cellular light structures directly woven by continuous wires and the manufacturing method of the same |
-
2013
- 2013-02-15 WO PCT/RU2013/000125 patent/WO2014116139A1/fr active Application Filing
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU131067A1 (ru) * | 1959-08-26 | 1959-11-30 | И.П. Шмелев | Пространственна ферма, образованна нижней и верхней параллельными решетчатыми с треугольной чейкой плоскост ми |
| US8042312B2 (en) * | 2003-11-07 | 2011-10-25 | Industry Foundation Of Chonnam National University | Three-dimensional cellular light structures directly woven by continuous wires and the manufacturing method of the same |
| RU68033U1 (ru) * | 2007-07-19 | 2007-11-10 | Виктор Васильевич Сычев | Аматурный каркас |
| RU2416005C1 (ru) * | 2010-01-18 | 2011-04-10 | Федеральное государственное образовательное учреждение высшего профессионального образования "Кубанский государственный аграрный университет" | Арматурный каркас |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115320183A (zh) * | 2022-08-22 | 2022-11-11 | 大连交通大学 | 具有s构型增强结构的蜂窝芯体 |
| CN115320183B (zh) * | 2022-08-22 | 2024-01-16 | 大连交通大学 | 具有s构型增强结构的蜂窝芯体 |
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