EP1991744B1 - Système support en acier pour constructions de toit - Google Patents

Système support en acier pour constructions de toit Download PDF

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Publication number
EP1991744B1
EP1991744B1 EP07702405A EP07702405A EP1991744B1 EP 1991744 B1 EP1991744 B1 EP 1991744B1 EP 07702405 A EP07702405 A EP 07702405A EP 07702405 A EP07702405 A EP 07702405A EP 1991744 B1 EP1991744 B1 EP 1991744B1
Authority
EP
European Patent Office
Prior art keywords
booms
construction according
support
diagonals
support construction
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.)
Active
Application number
EP07702405A
Other languages
German (de)
English (en)
Other versions
EP1991744A1 (fr
Inventor
Cornelius Dittmann
Ole Josat
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.)
Vallourec Deutschland GmbH
Original Assignee
V&M Deutschland GmbH
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 V&M Deutschland GmbH filed Critical V&M Deutschland GmbH
Priority to PL07702405T priority Critical patent/PL1991744T3/pl
Publication of EP1991744A1 publication Critical patent/EP1991744A1/fr
Application granted granted Critical
Publication of EP1991744B1 publication Critical patent/EP1991744B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/022—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/043—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the hollow cross-section comprising at least one enclosed cavity
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486—Truss like structures composed of separate truss elements
    • E04C2003/0491—Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces

Definitions

  • the invention relates to a prefabricated modular structure consisting of hollow sections supporting system made of steel for roof structures according to claim 1.
  • prefabricated support systems for roof structures are eg in the US 4,559,748 described.
  • Such support systems consist of different interconnected individual support elements, which are exposed according to their load tensile, compressive or bending stresses.
  • the invention is therefore based on the object to provide a support system for spans preferably above 20 m, which is flexible to adapt to different spans with low planning and manufacturing costs.
  • a support system consisting of prefabricated modular and standardized, made of several different load-bearing interconnected standard modules is used to solve this problem.
  • Two standard modules are designed as support elements, made in timber frame construction with straps posts, and diagonals of hollow profiles with constant length.
  • Another standard module is designed as a center piece element, consisting of a gridless in length over number and choice of post distances variably adjustable basic module in frame construction with straps and posts made of hollow sections, to set the respective required length each same components are used for different spans.
  • This support system is that the center piece is made to adapt to variable spans from a standard base module, which can be adjusted independently of the grid to the achievable spans by using the same components in a simple manner.
  • the support elements have independent of the span to be bridged a fixed length.
  • the support elements are marked by the grid of the diagonal fields (truss).
  • Raster means in this context that z. B. in a base of the isosceles diagonal field of 2 m only a grid of 1 m is possible and thus an overvoltage of z. B. 27.70 m without a change in the diagonal fields is not possible or not feasible.
  • the span could be adjusted only by the reduction or expansion of Diagonalfeldern. In In the example described above, this would mean that the span would always have to be increased or decreased by a whole meter.
  • the length of the center piece according to the invention can be adjusted without grid.
  • the gridless or variable adaptation can be freely selected during the production of the number and choice of the distances of the vertical posts.
  • the cross section of the tubes may be circular as well as rectangular or elliptical.
  • the standard modules each have the same external dimensions in order to realize a problem-free connection.
  • the longitudinal members of the assemblies have the same outer cross-sectional dimensions.
  • the flexibility of the support system according to the invention is achieved in that the standardized support elements are designed statically determined and free of nodal deformations.
  • the straps and webs remain constant in their dimensions regardless of all spans. Their primary task is to reduce the flow of shear within the structure. The oversizing for large spans remain relatively low.
  • the center piece element which allows the gridless variable overvoltage, is statically indeterminate many times, so that the lower part of the thrust flow is reduced by Knotenverfor regulations.
  • the higher compressive / tensile stresses of the belts are compensated for unchanged outer diameter by larger wall thicknesses or higher strengths of the material.
  • the construction can be utilized better statically at the same time, which can additionally realize material savings by smaller dimensions of the construction and / or the hollow profile cross-sections compared to known support systems.
  • the surfaces to be coated are also smaller due to the smaller dimensions of the construction, which has an overall advantageous effect on the coating costs.
  • FIG. 1 shows a according to the invention made of standard modules support system in a flat design.
  • the standardized modular structure of the support system consists of three interconnected standard modules.
  • Two standard modules are designed as support elements (1), made in truss construction with straps (5) and diagonals (6) of hollow profiles with a constant length.
  • Another standard module is designed as a center piece element (2), consisting of a base module in frame construction with straps 3 and post 4 of hollow sections.
  • all standard modules have the same external dimensions as the straps 3 of the middle element 2 and the straps 5 of the support element 1 each have the same outer dimensions, so that the standard modules can be easily connected to a support system.
  • the wall thickness of the straps 5 of the support elements 1 is smaller than the wall thickness of the straps 3 of the middle element 2.
  • the wall thickness of the straps 5 of the support elements 1 is smaller than the wall thickness of the straps 3 of the middle element 2.
  • FIGS. 2a and b show in an alternative embodiment, the support system according to the invention for different roof pitches.
  • the same reference numerals correspond to identical components with the same external dimensions. Since the basic concept of the inventive Supporting system can be omitted to avoid repetition on a detailed description.
  • the roof pitch is 25%.
  • the end portions of the support elements 1 are clamped together in this case via a tension belt 7.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Tents Or Canopies (AREA)

Abstract

L'invention a pour but de fournir un système support pour des portées, de préférence supérieures à 20 m, capable de s'adapter avec souplesse à des portées différentes en n'ayant recours qu'à une mise en oeuvre restreinte de moyens de planification et de fabrication. Ce but est atteint conformément à l'invention, grâce à un système support caractérisé en ce qu'il comprend plusieurs modules standards, construite préfabriqués modulaires et standardisés, reliés entre eux de manière à supporter différentes contraintes mécaniques, en ce que deux modules standards sont configurés en tant qu'éléments d'appui (1), fabriqués en treillis au moyen de membrures (5) et de diagonales (6) en profilés creux de longueur constante, un module standard étant agencé de manière à former un élément d'une partie centrale (2, 2', 2''), composé d'un module de base sans treillis, adaptable en longueur variable, du type en cadre muni de membrures (3, 3', 3'') et de montants (4) en profilés creux, avec respectivement, de mêmes composants pour des portées différentes, pour le réglage de la longueur requise de l'élément de la partie centrale (2, 2', 2'').

Claims (15)

  1. Système portant en acier pour structures de toiture d'une portée de préférence supérieure à 20 m, constitué de plusieurs modules standard préfabriqués, modulaires et à structure standardisée, aptes à être sollicités différemment et reliés les uns aux autres, deux modules standard étant configurés comme éléments d'appui (1) et un module standard étant configuré comme élément central (2 2' , 2''),
    caractérisé en ce que
    les deux éléments d'appui (1) sont fabriqués à la manière d'un treillis doté de poutrelles (5), de montants (4) et de diagonales (6) en profilés creux de longueur constante, et
    en ce que l'élément central (2, 2', 2'') est constitué d'un module de base sans treillis, apte à être adapté de manière variable en longueur par le nombre des montants et la sélection des distances entre montants et construit en encadrement avec des poutres (3, 3', 3'') et des montants (4) en profilés creux, et
    en ce que pour atteindre la longueur imposée pour l'élément central (2, 2', 2''), des composants identiques mais de différentes portées sont utilisés.
  2. Structure portante selon la revendication 1, caractérisée en ce que les poutres (3, 3', 3'', 5), les montants (4) et les diagonales (6) sont réalisés en tubes sans soudure façonnés à chaud.
  3. Structure portante selon la revendication 1, caractérisée en ce que les poutres (3, 3', 3'', 5), les montants (4) et les diagonales (6) sont réalisés en tubes soudés façonnés à froid ou à chaud.
  4. Structure portante selon l'une des revendications 1 à 3, caractérisée en ce que les poutres (5), les montants (4) et les diagonales (6) de l'élément d'appui (1) réalisé en treillis ont des sections transversales de dimensions différentes.
  5. Structure portante selon la revendication 4, caractérisée en ce que les poutres (5), les montants (4) et les diagonales (6) ont des parois d'épaisseurs différentes.
  6. Structure portante selon l'une des revendications 1 à 5, caractérisée en ce que les poutres (3, 3', 3'') de l'élément central (2, 2', 2'') réalisé en encadrement ont des sections transversales de dimensions différentes.
  7. Structure portante selon la revendication 6, caractérisée en ce que les poutres (3, 3', 3"), les montants (4) et les diagonales (6) ont des parois d'épaisseurs différentes.
  8. Structure portante selon l'une des revendications 1 à 7, caractérisée en ce que les poutres (5) des éléments d'appui (1) et les poutres (3, 3', 3") de l'élément central (2, 2', 2") ont des sections transversales de dimensions identiques.
  9. Structure portante selon l'une des revendications 1 à 8, caractérisée en ce que les éléments d'appui (1) et l'élément central (2, 2', 2 ") ont les mêmes dimensions extérieures.
  10. Structure portante selon l'une des revendications 1 à 9, caractérisée en ce que les poutres (3, 3' , 3'', 5), les montants (4) et les diagonales (6) ont une section transversale circulaire.
  11. Structure portante selon l'une des revendications 1 à 9, caractérisée en ce que les poutres (3, 3', 3'', 5), les montants (4) et les diagonales (6) ont une section transversale rectangulaire.
  12. Structure portante selon l'une des revendications 1 à 9, caractérisée en ce que les poutres (3, 3', 3'', 5), les montants (4) et les diagonales (6) ont une section transversale elliptique.
  13. Structure portante selon l'une des revendications 1 à 12, caractérisée en ce que l'élément central (2) est plan.
  14. Structure portante selon l'une des revendications 1 à 12, caractérisée en ce que l'élément central (2', 2'') présente un coude qui forme la pente du toit.
  15. Structure portante selon la revendication 13, caractérisée en ce que la pente du toit a une valeur comprise par exemple entre 0 et 35 %.
EP07702405A 2006-03-03 2007-01-26 Système support en acier pour constructions de toit Active EP1991744B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL07702405T PL1991744T3 (pl) 2006-03-03 2007-01-26 Układ nośny ze stali dla konstrukcji dachowych

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102006010951A DE102006010951A1 (de) 2006-03-03 2006-03-03 Tragsystem aus Stahl für Dachkonstruktionen
PCT/DE2007/000174 WO2007098727A1 (fr) 2006-03-03 2007-01-26 Système support en acier pour constructions de toit

Publications (2)

Publication Number Publication Date
EP1991744A1 EP1991744A1 (fr) 2008-11-19
EP1991744B1 true EP1991744B1 (fr) 2011-04-20

Family

ID=38109603

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07702405A Active EP1991744B1 (fr) 2006-03-03 2007-01-26 Système support en acier pour constructions de toit

Country Status (13)

Country Link
EP (1) EP1991744B1 (fr)
AR (1) AR059694A1 (fr)
AT (1) ATE506501T1 (fr)
BR (1) BRPI0708511B1 (fr)
CL (1) CL2007000564A1 (fr)
DE (2) DE102006010951A1 (fr)
DK (1) DK1991744T3 (fr)
ES (1) ES2365053T3 (fr)
MY (1) MY145507A (fr)
PL (1) PL1991744T3 (fr)
TW (1) TWI416000B (fr)
UA (1) UA88746C2 (fr)
WO (1) WO2007098727A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102009039710B4 (de) 2009-08-28 2014-03-20 V&M Deutschland Gmbh Verfahren zur Herstellung warmgewalzter Hohlprofile mit kleinen Kantenradien, Hohlprofil und Verwendung des Hohlprofils
DE102010004155A1 (de) 2010-01-04 2011-07-07 V & M Deutschland GmbH, 40472 Verbindungsanordnung von unter Axialdruck stehenden Hohlprofilen aus Stahl
CN106639106A (zh) * 2017-03-03 2017-05-10 湖南五新模板有限公司 一种钢结构活动棚架
CN113857827B (zh) * 2021-11-12 2024-02-13 鑫源富金属制品(漳州)有限公司 桁架制作辅助装置

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT133007B (de) * 1930-04-01 1933-04-25 Mannesmann Roehren Werke Ag Verfahren zur Herstellung von geschweißten Gitter- bzw. Rahmenmasten aus Rohren.
FR698969A (fr) * 1930-06-21 1931-02-09 Système de charpente métallique à éléments interchangeables en tôle emboutie permettant l'extension des portées de fermes et de leurs écartements
FR1283604A (fr) * 1961-03-13 1962-02-02 S I R T E S R L Poutre métallique de longueur réglable, utilisable plus particulièrement pour l'ossature de planchers
DE1841611U (de) * 1961-09-16 1961-11-16 Betonbau G M B H Schalungstraeger.
FR1477768A (fr) * 1966-03-11 1967-04-21 Ferme métallique
FR1492920A (fr) * 1966-05-10 1967-08-25 Fermes en éléments emboutis
DE1659075A1 (de) * 1967-07-25 1970-12-10 Baumgart Dipl Ing Fredi Binderartige Tragkonstruktion
FR2058315B1 (fr) * 1969-08-16 1974-05-24 Schworer Artur
AT302598B (de) * 1970-07-10 1972-10-25 Layher Gmbh Wilhelm Überdachung für Baustellen
US20020148192A1 (en) * 2001-02-13 2002-10-17 Romaro 2000 Limitee Structural wooden joist
US6923195B2 (en) * 2003-07-15 2005-08-02 Taiwan Shin Yeh Enterprise Co., Ltd. Skeleton frame assembly for a tent
BRPI0403418A (pt) * 2004-07-22 2006-03-07 V & M Do Brasil S A sistema industrializado de cobertura para grandes vãos em estrutura tubular

Also Published As

Publication number Publication date
UA88746C2 (ru) 2009-11-10
DE102006010951A1 (de) 2007-09-06
AR059694A1 (es) 2008-04-23
CL2007000564A1 (es) 2009-01-23
WO2007098727A1 (fr) 2007-09-07
MY145507A (en) 2012-02-29
EP1991744A1 (fr) 2008-11-19
BRPI0708511A2 (pt) 2011-05-31
TWI416000B (zh) 2013-11-21
ES2365053T3 (es) 2011-09-21
TW200745425A (en) 2007-12-16
ATE506501T1 (de) 2011-05-15
PL1991744T3 (pl) 2011-09-30
DE502007006990D1 (de) 2011-06-01
DK1991744T3 (da) 2011-08-01
BRPI0708511B1 (pt) 2017-11-14

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