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WO2003018923A1 - Systeme structurel tridimensionnel - Google Patents

Systeme structurel tridimensionnel Download PDF

Info

Publication number
WO2003018923A1
WO2003018923A1 PCT/ES2001/000326 ES0100326W WO03018923A1 WO 2003018923 A1 WO2003018923 A1 WO 2003018923A1 ES 0100326 W ES0100326 W ES 0100326W WO 03018923 A1 WO03018923 A1 WO 03018923A1
Authority
WO
WIPO (PCT)
Prior art keywords
structural
elements
dimensional structural
dimensional
structural system
Prior art date
Legal status (The legal status 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 status listed.)
Ceased
Application number
PCT/ES2001/000326
Other languages
English (en)
Spanish (es)
Inventor
Giuseppe Barbone
JESUS Mª MUELAS ALLEGUE
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to PCT/ES2001/000326 priority Critical patent/WO2003018923A1/fr
Publication of WO2003018923A1 publication Critical patent/WO2003018923A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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
    • E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • E04C5/0618—Closed cages with spiral- or coil-shaped stirrup rod
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21—Connections specially adapted therefor
    • E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B2001/5868—Hinged connections

Definitions

  • the invention consists of a system composed of three or more structural elements formed, interwoven with each other, forming one or several triangulations which allow us to absorb forces and movements in the three axes; X and Z.
  • the system can be combined with other structural systems, whether they are new or reinforce existing systems to increase their qualities.
  • the current structural systems are based on a set of rigid elements (shaped, laminated, stamped elements) which are joined together even if they are screwed, welded, or embedded. All these elements that are usually rigid in their constitution have all the efforts on linear axes such as xx, yy; this implies that they must be oversized for the efforts to resist since the absorptions thereof are not three-dimensional but are linearly or superficially, not being able to absorb the maximum moments of inertia that may occur at a given time, producing a structural deformation and even a breakage thereof.
  • the joining system of the converging points can be done by welding system (mig, tig, submerged arc and electrode), well screwed by auxiliary support elements, well compressed by any compression system and qualified elements to proceed to it or any other joining method that offers proven guarantees of resistance in consideration of the calculations of resistance. dilation, torsion, slenderness and fertilization of the structural system always in consideration of the type of material used.
  • the three-dimensional structural system can be part of them, either totally or partially.
  • articulated isostatic system, hyperstatic system, hypostatic system
  • non-articulated cross-linked and spatial systems
  • all of them use fixed triangular bars with standard profiles according to norm, replacing these elements with bars with structural system three-dimensional, greater dynamic and static resistance would be obtained, lower punctual loads being able to expand the structural lights between supports, obtaining structural elements of high resistance and low weight as well as minimal deformations in extreme situations.
  • the triangulation angles are not less than 40 °, they remain between approximately 41 ° and 43 ° at their equal angles and 93 ° at the remaining angle since the generated triangulation is by isosceles triangles.
  • This embodiment is executed to generate once its technical, mechanical - dynamic characteristics in the laboratory have been verified, the equivalence tables, which will help us calculate and define all the precise structural topology for each application of the same. (dimensions, moments of inertia, resistant moment, etc.).
  • the system is manufactured complete in the workshop, with several models and sizes.
  • the way of joining the elements is done through meetings specially designed for the structure which can be:

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

L'invention concerne un système composé d'au moins trois éléments structurels de forme semblable, entrelacés les uns dans les autres, formant un ou plusieurs triangles conçus pour absorber des forces et des mouvements dans les trois axes : x, y, z. Ce système a un poids inférieur et une résistance structurelle tridimensionnelle supérieure par rapport à d'autres systèmes structurels normalisés. Le système peut être combiné avec d'autres systèmes structurels innovants ou utilisé pour renforcer des systèmes existants afin d'en améliorer la qualité.
PCT/ES2001/000326 2001-08-23 2001-08-23 Systeme structurel tridimensionnel Ceased WO2003018923A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PCT/ES2001/000326 WO2003018923A1 (fr) 2001-08-23 2001-08-23 Systeme structurel tridimensionnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/ES2001/000326 WO2003018923A1 (fr) 2001-08-23 2001-08-23 Systeme structurel tridimensionnel

Publications (1)

Publication Number Publication Date
WO2003018923A1 true WO2003018923A1 (fr) 2003-03-06

Family

ID=8244372

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/ES2001/000326 Ceased WO2003018923A1 (fr) 2001-08-23 2001-08-23 Systeme structurel tridimensionnel

Country Status (1)

Country Link
WO (1) WO2003018923A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018178498A1 (fr) 2017-03-31 2018-10-04 Gonzalez Iriarte Christian Système de retenue pour des liaisons

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3221464A (en) * 1961-03-17 1965-12-07 Alvin E Miller Tetrahelical structure
US3844511A (en) * 1973-02-08 1974-10-29 Wire Mills Corp Method and fabric for pipe reinforcement
FR2599068A1 (fr) * 1986-05-26 1987-11-27 Benhaim Didier Structure metallique porteuse d'une toile polyester enduite " pvc " pour servir d'abris mobile pour toute forme de manifestation
EP0511063A1 (fr) * 1991-04-24 1992-10-28 S.A. Sofresid Dispositif d'assemblage multidirectionnel pour constructions métalliques
US5197254A (en) * 1989-03-02 1993-03-30 Sally Mayer Woven wire structures
GB2263287A (en) * 1992-01-15 1993-07-21 Dywidag Systems A cable bolt

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3221464A (en) * 1961-03-17 1965-12-07 Alvin E Miller Tetrahelical structure
US3844511A (en) * 1973-02-08 1974-10-29 Wire Mills Corp Method and fabric for pipe reinforcement
FR2599068A1 (fr) * 1986-05-26 1987-11-27 Benhaim Didier Structure metallique porteuse d'une toile polyester enduite " pvc " pour servir d'abris mobile pour toute forme de manifestation
US5197254A (en) * 1989-03-02 1993-03-30 Sally Mayer Woven wire structures
EP0511063A1 (fr) * 1991-04-24 1992-10-28 S.A. Sofresid Dispositif d'assemblage multidirectionnel pour constructions métalliques
GB2263287A (en) * 1992-01-15 1993-07-21 Dywidag Systems A cable bolt

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018178498A1 (fr) 2017-03-31 2018-10-04 Gonzalez Iriarte Christian Système de retenue pour des liaisons

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