AR059694A1 - STEEL SUPPORT SYSTEM FOR ROOF COVERS - Google Patents

STEEL SUPPORT SYSTEM FOR ROOF COVERS

Info

Publication number
AR059694A1
AR059694A1 ARP070100840A ARP070100840A AR059694A1 AR 059694 A1 AR059694 A1 AR 059694A1 AR P070100840 A ARP070100840 A AR P070100840A AR P070100840 A ARP070100840 A AR P070100840A AR 059694 A1 AR059694 A1 AR 059694A1
Authority
AR
Argentina
Prior art keywords
support system
centerpiece
cords
adaptable
length
Prior art date
Application number
ARP070100840A
Other languages
Spanish (es)
Inventor
Cornelius Dittmann
Ole Josat
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
Publication of AR059694A1 publication Critical patent/AR059694A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/02Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/022Roofs; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; 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
    • E04C2003/043Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486Truss like structures composed of separate truss elements
    • E04C2003/0491Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces

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

La presente basa, por consiguiente, en la necesidad de establecer un sistema de soporte para luces con amplitudes que, preferentemente, superen los 20 metros y que, con una menor complejidad en su planeamiento y fabricacion, sea flexible y adaptable a diferentes casos. Este problema se soluciona, conforme a la presente, por medio de un sistema de soporte compuesto por varios modulos estándar prefabricados y normalizados, con diferentes capacidades de carga, unidos unos a otros, donde son disenados dos modulos estándar como elementos de apoyo (1), fabricados mediante el método reticulado de construccion y compuestos por cordones (superior e inferior) (5) y diagonales (6) de perfil nuevo con longitudes constantes, y un modulo estándar como pieza central (2, 2, 2ö) compuesta por un modulo base no entramado en longitud, variable y adaptable mediante el método de construccion de marco cerrado con cordones (superior e inferior) (3, 3', 3'') y montantes verticales (4) de perfil, hueco, en el cual se utilizan siempre los mismos componentes de construccion que se adaptan, a diferentes amplitudes de luz por medio del ajuste de la longitud de la pieza central.This is based, therefore, on the need to establish a support system for lights with amplitudes that preferably exceed 20 meters and that, with less complexity in their planning and manufacturing, are flexible and adaptable to different cases. This problem is solved, according to the present, by means of a support system composed of several prefabricated and standardized standard modules, with different load capacities, joined to each other, where two standard modules are designed as support elements (1) , manufactured using the reticulated construction method and composed of cords (upper and lower) (5) and diagonals (6) of new profile with constant lengths, and a standard module as a centerpiece (2, 2, 2ö) composed of a module base not framed in length, variable and adaptable by the method of construction of closed frame with cords (upper and lower) (3, 3 ', 3' ') and vertical uprights (4) of profile, hollow, in which they are used always the same building components that adapt to different light amplitudes by means of adjusting the length of the centerpiece.

ARP070100840A 2006-03-03 2007-03-01 STEEL SUPPORT SYSTEM FOR ROOF COVERS AR059694A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102006010951A DE102006010951A1 (en) 2006-03-03 2006-03-03 Support system made of steel for roof structures

Publications (1)

Publication Number Publication Date
AR059694A1 true AR059694A1 (en) 2008-04-23

Family

ID=38109603

Family Applications (1)

Application Number Title Priority Date Filing Date
ARP070100840A AR059694A1 (en) 2006-03-03 2007-03-01 STEEL SUPPORT SYSTEM FOR ROOF COVERS

Country Status (13)

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

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102009039710B4 (en) 2009-08-28 2014-03-20 V&M Deutschland Gmbh Method for producing hot-rolled hollow sections with small edge radii, hollow profile and use of the hollow profile
DE102010004155A1 (en) 2010-01-04 2011-07-07 V & M Deutschland GmbH, 40472 Connecting arrangement of hollow steel under axial pressure profiles
CN106639106A (en) * 2017-03-03 2017-05-10 湖南五新模板有限公司 Steel structure flexible shed frame
CN113857827B (en) * 2021-11-12 2024-02-13 鑫源富金属制品(漳州)有限公司 Truss making auxiliary device

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT133007B (en) * 1930-04-01 1933-04-25 Mannesmann Roehren Werke Ag Process for the production of welded lattice or frame masts from tubes.
FR698969A (en) * 1930-06-21 1931-02-09 Metal frame system with interchangeable elements in pressed sheet metal allowing the extension of the spans of trusses and their spacings
FR1283604A (en) * 1961-03-13 1962-02-02 S I R T E S R L Adjustable length metal beam, usable more particularly for the framework of floors
DE1841611U (en) * 1961-09-16 1961-11-16 Betonbau G M B H FORMWORK BEAM.
FR1477768A (en) * 1966-03-11 1967-04-21 Metal farm
FR1492920A (en) * 1966-05-10 1967-08-25 Stamped element trusses
DE1659075A1 (en) * 1967-07-25 1970-12-10 Baumgart Dipl Ing Fredi Truss-like supporting structure
FR2058315B1 (en) * 1969-08-16 1974-05-24 Schworer Artur
AT302598B (en) * 1970-07-10 1972-10-25 Layher Gmbh Wilhelm Roofing for construction sites
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 (en) * 2004-07-22 2006-03-07 V & M Do Brasil S A industrialized roofing system for large spans in tubular structure

Also Published As

Publication number Publication date
UA88746C2 (en) 2009-11-10
DE102006010951A1 (en) 2007-09-06
CL2007000564A1 (en) 2009-01-23
WO2007098727A1 (en) 2007-09-07
MY145507A (en) 2012-02-29
EP1991744B1 (en) 2011-04-20
EP1991744A1 (en) 2008-11-19
BRPI0708511A2 (en) 2011-05-31
TWI416000B (en) 2013-11-21
ES2365053T3 (en) 2011-09-21
TW200745425A (en) 2007-12-16
ATE506501T1 (en) 2011-05-15
PL1991744T3 (en) 2011-09-30
DE502007006990D1 (en) 2011-06-01
DK1991744T3 (en) 2011-08-01
BRPI0708511B1 (en) 2017-11-14

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Legal Events

Date Code Title Description
FG Grant, registration