BE1012564A7 - Three-dimensional base structure - Google Patents

Three-dimensional base structure Download PDF

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Publication number
BE1012564A7
BE1012564A7 BE9900198A BE9900198A BE1012564A7 BE 1012564 A7 BE1012564 A7 BE 1012564A7 BE 9900198 A BE9900198 A BE 9900198A BE 9900198 A BE9900198 A BE 9900198A BE 1012564 A7 BE1012564 A7 BE 1012564A7
Authority
BE
Belgium
Prior art keywords
elements
longitudinal
sketch
transverse
sinusoid
Prior art date
Application number
BE9900198A
Other languages
French (fr)
Original Assignee
Damblon Joseph
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 Damblon Joseph filed Critical Damblon Joseph
Priority to BE9900198A priority Critical patent/BE1012564A7/en
Application granted granted Critical
Publication of BE1012564A7 publication Critical patent/BE1012564A7/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0636Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
    • E04C5/064Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0636Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)

Abstract

Three-dimensional base structure composed of longitudinal componentsconstituted by rectilinear wires and transverse plane components constitutedby a wire folded in the shape of a trapezoidal sinusoid. These components arejoined (welded or bound) to each other, either perpendicularly, or thetransverse components placed "head to foot" and joined (welded or bound) tothe longitudinal components.<IMAGE>

Description

       

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  Structure tridimensionnelle de base L'invention s'applique dans la construction des bâtiments, à ce jour principalement réalisés en blocs de béton, briques, structure métallique, structure en bois, béton armé. 



  Habituellement, les bâtiments sont érigés sur base : - d'éléments tels que blocs en béton, briques, pierres, reliés entre eux au moyen de mortier (ciment). 



     - de   béton armé mis en forme au moyen de coffrage - de structures bidimensionnelles assemblées en métal, en bois, en béton armé. 



  Avec ce type de réalisation, la mise en oeuvre est importante, la manutention des éléments est lourde, la résistance est relative, d'autre part l'intégration d'éléments secondaires tels que l'électricité, les sanitaires, le chauffage, l'isolation est laborieuse ou non esthétique. 



  L'objet de l'invention donne la solution aux différents inconvénients de la technique de construction actuelle à savoir : la base de l'invention est une structure métallique tridimensionnelle maillée : - donnant la résistance aux éléments à ériger : murs, cloisons, planchers, toitures, clôtures. 



   - pouvant servir de support à l'habillage tant extérieur, qu'intérieur. 



   - permettant l'intégration des éléments secondaires tels que : les installations électriques, sanitaires, chauffage, isolation. 



   - permettant la réalisation de construction de forme spéciale, en particulier arrondie. 

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    Les avantages de l'invention   A partir d'une structure simple, légère, solide, souple, il est possible de réaliser des constructions : - rapidement, grande rapidité d'exécution. 



   - en intégrant les éléments secondaires. 



   - en ayant une garantie au niveau de la résistance, évitant tout problème de fissures. 



   - avec une grande liberté de forme. 



   - avec une mise en oeuvre simple. 



   - une garantie dans le temps. 



   - servant d'accrochage au coffrage ou à l'habillage. 



   - avec l'habillage fixé à la structure, la résistance globale de celle-ci augmente vu le maillage réalisé. 



   - avec coffrage ou habillage peut-être rempli d'éléments tels que : isolant, béton, et de ce fait augmenter la résistance. 



   - servant de support au ferraillage complémentaire dans le cas de constructions plus sollicitées. 



  L'invention est exposée ci-après :
L'élément principal est composé d'éléments transversaux plans réalisés à partir de fils métalliques pliés en w (voir croquis 1) et reliés (soudés) perpendiculairement et/ou en oblique à des éléments longitudinaux rectilignes constitués de fils métalliques (voir croquis 2a & 2b). 



   Suivant l'application : les dimensions du W, le nombre d'éléments à assembler, ainsi que la section des fils seront définis en fonction des critères suivants :   - la   résistance nécessaire - le type d'habillage   - la   mise en oeuvre 
Ci-après sont reprises des exécutions significatives : - Structure de base avec éléments transversaux (rep 1) et longitudinaux variables (rep 2) ; voir croquis 2a & 2b. 



   - Structure de base avec renforts transversaux (rep 3) (voir croquis 3). Les renforts sont des fils reliant (soudés ou ligaturés) les ondulations. Cette exécution est particulièrement bien adaptée aux formes spéciales (voir croquis 4) ; forme arrondie. 



   -Structure avec coffrage ou habillage extérieur (rep 5) et intérieur (rep 6), voir croquis 5 ; avec remplissage béton léger (rep 7). 



   -Structure avec isolant intégré (rep 8), voir croquis 6.



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  Basic three-dimensional structure The invention applies in the construction of buildings, to date mainly made of concrete blocks, bricks, metal structure, wooden structure, reinforced concrete.



  Usually, buildings are erected on the basis of: - elements such as concrete blocks, bricks, stones, interconnected by means of mortar (cement).



     - reinforced concrete shaped by means of formwork - two-dimensional structures assembled in metal, wood, reinforced concrete.



  With this type of embodiment, the implementation is important, the handling of the elements is heavy, the resistance is relative, on the other hand the integration of secondary elements such as electricity, sanitary, heating, insulation is laborious or unattractive.



  The object of the invention provides the solution to the various drawbacks of the current construction technique, namely: the basis of the invention is a three-dimensional metallic mesh structure: - giving resistance to the elements to be erected: walls, partitions, floors, roofs, fences.



   - can serve as a support for the exterior and interior cladding.



   - allowing the integration of secondary elements such as: electrical, sanitary, heating, insulation.



   - allowing the realization of construction of special shape, in particular rounded.

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    The advantages of the invention From a simple, light, solid, flexible structure, it is possible to make constructions: - quickly, great speed of execution.



   - by integrating the secondary elements.



   - by having a guarantee in terms of resistance, avoiding any problem of cracks.



   - with great freedom of form.



   - with simple implementation.



   - a guarantee over time.



   - serving as a hook for formwork or cladding.



   - with the covering attached to the structure, the overall resistance of the latter increases given the mesh produced.



   - with formwork or covering may be filled with elements such as: insulation, concrete, and thereby increase the resistance.



   - serving as a support for additional reinforcement in the case of more stressed constructions.



  The invention is set out below:
The main element is composed of flat transverse elements made from metallic wires bent in w (see sketch 1) and connected (welded) perpendicular and / or oblique to straight longitudinal elements made of metallic wires (see sketch 2a & 2b).



   According to the application: the dimensions of the W, the number of elements to be assembled, as well as the section of the wires will be defined according to the following criteria: - the resistance required - the type of covering - the implementation
The following are significant executions: - Basic structure with variable transverse (rep 1) and longitudinal elements (rep 2); see sketch 2a & 2b.



   - Basic structure with transverse reinforcements (rep 3) (see sketch 3). The reinforcements are wires connecting (welded or tied) the corrugations. This version is particularly well suited to special shapes (see sketch 4); round shape.



   -Structure with formwork or exterior cladding (rep 5) and interior (rep 6), see sketch 5; with light concrete filling (rep 7).



   -Structure with integrated insulator (rep 8), see sketch 6.


    

Claims (1)

Revendications Structure tridimensionnelle métallique de base (voir croquis 2a & 7) servant à l'érection de murs et cloisons, de support pour planchers ou toitures, constituée principalement d'éléments transversaux plan (rep 1) et longitudinaux (rep 2) assemblés pour obtenir une structure.  Claims Basic three-dimensional metallic structure (see sketch 2a & 7) used for the erection of walls and partitions, support for floors or roofs, mainly consisting of planar transverse elements (rep 1) and longitudinal elements (rep 2) assembled to obtain a structure. Cette structure peut-être combinée à des panneaux d'habillage ou des éléments de renforts transversaux et longitudinaux, elle peut également être remplie d'éléments liants (béton) avec comme résultat une structure résistant dans toutes les directions. This structure can be combined with cladding panels or transverse and longitudinal reinforcing elements, it can also be filled with binding elements (concrete) resulting in a resistant structure in all directions. La structure est caractérisée par les éléments transversaux plans constitués d'un fil métallique plié en sinusoïde de forme trapézoïdale suivant le croquis 1 et reliés (soudés) - soit perpendiculairement (croquis 2a) - soit suivant un angle et alternativement en"tête bêche" (croquis 2b) par des éléments longitudinaux constitués de fils métalliques rectilignes. Les éléments longitudinaux sont localisés dans la base du trapèze mais suivant l'application ils pourront être disposés sur tout le périmètre de la sinusoïde trapézoïdale (voir différentes exécutions croquis 2 à 6). The structure is characterized by the flat transverse elements made up of a metallic wire bent in a sinusoid of trapezoidal shape according to sketch 1 and connected (welded) - either perpendicularly (sketch 2a) - or at an angle and alternately in "spade head" ( sketch 2b) by longitudinal elements made up of straight metal wires. The longitudinal elements are located in the base of the trapezoid but, depending on the application, they can be arranged around the entire perimeter of the trapezoidal sinusoid (see different designs, sketch 2 to 6). Il est impératif pour chaque application de faire le calcul et de définir : - la section des fils (transversaux et longitudinaux) - la hauteur de la sinusoïde trapézoïdale - l'écartement entre les éléments transversaux - le positionnement et le nombre d'éléments longitudinaux - les renforts transversaux et longitudinaux - la qualité du fil :-fer à béton - fil galvanisé - inox - PVC Des renforts transversaux constitués de fils (soudés ou ligaturés) reliant les ondulations peuvent être intégrés à la structure de base (voir croquis 3). It is imperative for each application to make the calculation and define: - the section of the wires (transverse and longitudinal) - the height of the trapezoidal sinusoid - the spacing between the transverse elements - the positioning and the number of longitudinal elements - the transverse and longitudinal reinforcements - the quality of the wire: - concrete reinforcement - galvanized wire - stainless steel - PVC Transversal reinforcements made up of wires (welded or tied) connecting the corrugations can be integrated into the basic structure (see sketch 3).
BE9900198A 1999-03-22 1999-03-22 Three-dimensional base structure BE1012564A7 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
BE9900198A BE1012564A7 (en) 1999-03-22 1999-03-22 Three-dimensional base structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
BE9900198A BE1012564A7 (en) 1999-03-22 1999-03-22 Three-dimensional base structure

Publications (1)

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BE1012564A7 true BE1012564A7 (en) 2000-12-05

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4092215A1 (en) * 2021-05-21 2022-11-23 FEHR Groupe Frame for connection of a wall with built-in formwork

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4092215A1 (en) * 2021-05-21 2022-11-23 FEHR Groupe Frame for connection of a wall with built-in formwork
EP4343079A3 (en) * 2021-05-21 2024-05-15 FEHR Groupe Wall connection fitting with integrated formwork

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Effective date: 20040331