EP0647747B1 - Structure porteuse pour la couverture et/ou le recouvrement extérieur des bâtiments - Google Patents

Structure porteuse pour la couverture et/ou le recouvrement extérieur des bâtiments Download PDF

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Publication number
EP0647747B1
EP0647747B1 EP94115314A EP94115314A EP0647747B1 EP 0647747 B1 EP0647747 B1 EP 0647747B1 EP 94115314 A EP94115314 A EP 94115314A EP 94115314 A EP94115314 A EP 94115314A EP 0647747 B1 EP0647747 B1 EP 0647747B1
Authority
EP
European Patent Office
Prior art keywords
supporting
profile
flange
webs
supporting structure
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.)
Expired - Lifetime
Application number
EP94115314A
Other languages
German (de)
English (en)
Other versions
EP0647747A1 (fr
Inventor
Roman Wittenauer
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
Priority claimed from DE19939315037 external-priority patent/DE9315037U1/de
Application filed by Individual filed Critical Individual
Publication of EP0647747A1 publication Critical patent/EP0647747A1/fr
Application granted granted Critical
Publication of EP0647747B1 publication Critical patent/EP0647747B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36—Connecting; Fastening
    • E04D3/3607—Connecting; Fastening the fastening means comprising spacer means adapted to the shape of the profiled roof covering
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36—Connecting; Fastening
    • E04D3/361—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets
    • E04D3/362—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets by locking the edge of one slab or sheet within the profiled marginal portion of the adjacent slab or sheet, e.g. using separate connecting elements
    • 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
    • E04C2003/0408—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 assembly or the cross-section
    • E04C2003/0421—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 assembly or the cross-section comprising one single unitary part
    • 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
    • E04C2003/0434—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 open cross-section free of enclosed cavities
    • 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
    • E04C2003/0443—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 substantial shape of the cross-section
    • E04C2003/0452—H- or I-shaped
    • 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
    • E04C2003/0443—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 substantial shape of the cross-section
    • E04C2003/046—L- or T-shaped
    • 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
    • E04C2003/0443—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 substantial shape of the cross-section
    • E04C2003/0473—U- or C-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36—Connecting; Fastening
    • E04D3/361—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets
    • E04D2003/3615—Separate fastening elements fixed to the roof structure and consisting of parts permitting relative movement to each other, e.g. for thermal expansion

Definitions

  • the invention relates to a structure for roofing and / or Outer skin planking of buildings with one on the building attached support arrangement made of spaced support flanges with two spaced parallel, flat support rails that can be gripped under on both sides Longitudinal strips on which are molded with free ends Supporting profiles provided with upstanding retaining clips by means of profile guides, the longitudinal stripes on both sides Put on extensive and under-slidable walkways or are postponed,
  • the DE-U-91 04 370.0 a structure, which consists essentially of spaced support rails and slidable thereon There are support elements on which the planking sheeting support. Due to this ability to be bonded the support elements at different distances between the overlap strips or beads of the planking membrane set up will.
  • Object of the present invention is based on the above publication, one for different applications creating variable structure that easier is to be manufactured and assembled.
  • the Schlebesteg mentioned a double-leaf web plate each of which is opposite to each other Multi-skin panels with one pair each for gripping and reaching under the profiled guides formed on the mounting rail is their directional extension against each other by an angle a is pivoted between 30 and 60 degrees, and of which one of the pairs of opposite protruding approaches is attached, and that the web plate wing by a upstanding retaining clip are connected.
  • the sliding footbridge can be divided into three different types Ways can be assembled.
  • the upward holding clips can be used either transverse to the direction of the wing or arranged in two different angular directions to the support flange be.
  • the four profile guides always lie there in pairs on the two side edges of the straps. Are the opposite profile guides the web plate wing engages with the mounting rail, see above the retaining clip is at right angles to the mounting rail, are the other profile guides facing each other the web plate wing engages with the mounting rail, the retaining clip runs diagonally to the mounting rail. So there is the possibility when using the same Divide the profile boards or profile planks in the right one Angles or diagonally run on a building surface to let.
  • the support profile of the holding clips has an inventive Embodiment essentially the profile of a Drelecks with rounded corners, and its rare surfaces can be constricted.
  • the overlap bead one for mounting a profiled sheet or plank can then advantageously the resilient support profile reach over or around and through the constrictions Supporting flanks created in the side surfaces for support come. This creates a safe, resilient and counter the penetration of moisture tight connection between neighboring profiled sheets or planks and the holding clips.
  • the embodiment of the sliding bridge according to the invention with the double-leaf multi-skin sheet shows the further front on that because of the opposing web plate wings not like the well-known sliding bars at the beginning the mounting rail threaded and along the entire length must be pushed along, but because of the distance the profile guides for gripping and reaching under the mounting rail the sliding bridge can easily be separated from one another placed on or pushed onto the mounting rail and by turning in the Usually at 45 °, locked with the longitudinal stripes of the carrying strap will. This locking can be done by friction appropriate dimensioning of the profile guides, or by Latching, that is to say positively, that spaced apart on the surface of the mounting rail.
  • fixing can the sliding bars on the mounting rail also by screwing happen, and also by hammer blows on each approach of the two web plate wings projecting over the mounting rail.
  • the support profile the retaining clips essentially the profile of a triangle with rounded corners and that the side faces Show constrictions.
  • the mounting rail with their longitudinal strips through a supporting flange with at least a bottom mounting flange arranged at an angle to this connected is.
  • This can be a particularly cheap one Training is that the mounting rail with their Vertical stripes through two spaced-apart supporting flanges, each with an associated floor mounting flange arranged at an angle to this connected to the carrier arrangement R. is.
  • the support flange or the spaced support flanges and the support rail with their longitudinal strips from a flat sheet metal blank be produced by folding. So the support flange and the mounting rail by a first right-angled one Bend in the upper area of the vertical support flange one horizontal stripe and a second fold formed by 180 ° to the second horizontal longitudinal strip be. By further bending the or the flanges can or can also the bottom mounting flange be formed from the sheet metal blank.
  • a standard double T-beam can also be used as the carrier arrangement serve, the upper flange as a mounting rail on both sides Longitudinal strips and its lower flange the floor mounting flange form.
  • the different arrangements can advantageously the sliding bars optionally with the different ones Embodiments of the carrier arrangement are used, if only the profile guides of the multi-skin sheets on the longitudinal strips the mounting rails are adapted. So it turns out Variation options according to different external conditions.
  • the carrier arrangement shown in FIG. 1 can consist of a flat sheet metal blank are formed in one piece.
  • a first right-angled folding occurs in the upper area the support flange 2 and first a horizontal longitudinal strip 26a of the mounting rail 26 and by a second folding by 180 ° the second horizontal longitudinal strip 26b Support rail 26.
  • a second folding by 180 ° the second horizontal longitudinal strip 26b Support rail 26.
  • Flg. 3 shows the sliding bridge according to the invention, the one double-leaf web plate on the opposite of each other Web plate wings 34a, 34b each have a pair of profile guides 30a, 30b are formed, which the support rail 26 or whose longitudinal strips 26a, 26b include and can reach under.
  • the profile guides 30a, 30b of each web plate wing 34a, 34b are at an angle a to one another 30 ° and 60 ° pivoted (see also Fig. 4).
  • One of the Profile guide pair 30b is in each case opposite, protruding, angled lugs 34a ', 34b' the web plate wing 34a, 34b formed.
  • the support flanks 29 of the retaining clip by folding 10a pulled up, e.g. by welding together can be connected, and so form the retaining clip 10, whose upper end is shaped into a support profile 40.
  • the support profile 40 also be closed.
  • FIG. 2 shows the end view of the arrangement according to FIG. 1.
  • FIG. 1 the holding clip 10 with the support profile 40 is on the right Angle to the carrier arrangement, run in this direction then also the profiled sheets or planks to be assembled.
  • Fig. 3 shows an arrangement made up of the same parts exists, like that of FIG. 1, but with the difference that the holding clip 10 together with the support profile 40 to the carrier arrangement runs at an angle of about 45 °. As well as clear from the top view of the arrangement according to FIG.
  • the sliding bars on the Carrier rail fixed in position i.e. connected to her will; this can be done by screwing, but also by Jamming or pressing happen. This can also be done by Hammer blows on those protruding from the mounting rail 26 Part of the web plate wings 34a, 34b happen.
  • Fig. 5 shows an embodiment of the carrier arrangement, which also is made from a sheet metal blank and one itself has a tapered trapezoidal shape.
  • the mounting rail 26 with its longitudinal strips 26a, 26b is also through two spaced, inclined support flanges 52 with an associated one, to this one by a fold A3 angled bottom mounting flange 53 to the support assembly connected.
  • By folding from the sheet metal blank formed longitudinal strips 26a, 26b of the mounting rail 26 are provided with constrictions 54 on their outer edges, the 30 and are accessible.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Tents Or Canopies (AREA)

Claims (6)

  1. Structure porteuse pour la couverture et/ou le recouvrement extérieur des bâtiments avec un ensemble d'éléments fixé au bâtiment, ensemble comportant des âmes porteuses d'écartement (2), et deux bandes longitudinales (26a, 26b) disposées en parallèle et espacées l'une de l'autre, saisissables d'en bas des deux côtés et formant des ailes porteuses planes sur lesquelles pourront se placer ou glisser des traverses de glissement dont les bouts libres ont été munis des profils porteurs (40) façonnés, traverses ayant des éléments de fixation surélevés (10) qui, grâce à des guides profilés (30a, 30b) , embrassent et saisissent les bandes longitudinales (26a, 26b) d'en bas, bandes formant les ailes porteuses,
    caractérisée par ce
    que la traverse de glissement présente une plaque de traverse à deux ailettes et chacune des ailettes opposées (34a, 34b) a été pourvue d'une paire de guides profilés et façonnés (30a, 30b) pour embrasser et saisir l'aile porteuse (26a, 26b) d'en bas, guides dont les directions ont été orientées, l'une contre la autre, par un angle 'a' (entre 30 et 60°) et dont l'une des paires (30b) a été réalisée aux saillies opposées (34a' et 34b'), et en outre que les ailettes de plaque de traverse (34a, 34b) sont reliées par un élément de fixation surélevé (10).
  2. Structure porteuse selon revendication 1, caractérisée
    par ce que le profil porteur des éléments de fixation (10) correspond, essentiellement, au profil d'un triangle ayant des coins adoucis et que les faces latérales présentent des strictions.
  3. Structure porteuse selon revendication 1, caractérisée
    par ce que l'aile porteuse (26) avec ses bandes longitudinales (26a, 26b) a été reliée à l'ensemble d'éléments A par une âme porteuse (2) ayant, au moins, une seule semelle de fixation au sol (3) disposée perpendiculairement à cette âme.
  4. Structure porteuse selon revendication 1, caractérisée
    par ce que l'aile porteuse (26) comportant des bandes longitudinales (26a, 26b) a été reliée à l'ensemble d'éléments R par deux âmes porteuses (52) espacées avec chaque fois une semelle de fixation au sol (53) y appartenant et disposée à un angle déterminé à cette âme.
  5. Structure porteuse selon revendication 3 ou 4, caractérisée par ce que l'âme porteuse (2) ou les âmes (52) et l'aile porteuse (26) comportant des bandes longitudinales (26a, 26b) ont été fabriquées d'une tôle plane coupée à dimension par repliage.
  6. Structure porteuse selon revendication 5, caractérisée
    par ce que grâce à un repliage supplémentaire (A3) de ou des âmes porteuses (2, 52), également la ou les semelles de fixation au sol (3, 53) a/ont été formée(s) de la tôle plane coupée à dimension.
EP94115314A 1993-10-05 1994-09-29 Structure porteuse pour la couverture et/ou le recouvrement extérieur des bâtiments Expired - Lifetime EP0647747B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE19939315037 DE9315037U1 (de) 1993-10-05 1993-10-05 Tragwerk für ein Flach- oder Pultdach
DE9315037U 1993-10-05
DE4422423A DE4422423A1 (de) 1993-10-05 1994-06-28 Tragwerk für ein Flach- oder Pultdach
DE4422423 1994-06-28

Publications (2)

Publication Number Publication Date
EP0647747A1 EP0647747A1 (fr) 1995-04-12
EP0647747B1 true EP0647747B1 (fr) 1998-12-16

Family

ID=25937758

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94115314A Expired - Lifetime EP0647747B1 (fr) 1993-10-05 1994-09-29 Structure porteuse pour la couverture et/ou le recouvrement extérieur des bâtiments

Country Status (3)

Country Link
EP (1) EP0647747B1 (fr)
AT (1) ATE174649T1 (fr)
DE (2) DE4422423A1 (fr)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19610450B4 (de) * 1996-03-16 2005-12-22 Siebau Siegener Stahlbauten Gmbh Verfahren zum Sanieren des Flachdaches einer Stahlbetonfertiggarage mit rechtwinkligem Grundriß und Bauelementensatz für die Durchführung des Verfahrens
NL1006110C2 (nl) * 1997-05-22 1998-11-25 Hoogovens Aluminium Bausysteme Beweegbaar vasthoudelement voor plaatvormige bouwelementen.
EP1069256A1 (fr) * 1999-07-13 2001-01-17 Schneider & Co. Leichtbausysteme Support glissant et construction de toiture à doubles parois muni d'un tel support
ITMI20031246A1 (it) * 2003-06-19 2004-12-20 Megadar S R L Sistema di copertura in lamiera per tetti e simili
GB0411221D0 (en) * 2004-05-20 2004-06-23 Speeddeck Building Systems Ltd Attachment of roof panels to roof support members
CN106592909A (zh) * 2015-10-15 2017-04-26 亨特道格拉斯建筑产品(中国)有限公司 用于板材的安装系统及其扣件
US20190100920A1 (en) * 2017-10-03 2019-04-04 Advanced Architectural Products, Llc Roof Construction
US11180919B1 (en) * 2018-03-13 2021-11-23 G. Paul Nelson, Jr. Metal roof/wall apparatus including sliding clips
CN113107142B (zh) * 2021-03-08 2022-04-01 中铁建工集团有限公司 一种抗风金属屋面结构的施工方法

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE389451A (fr) *
GB708794A (en) * 1952-09-17 1954-05-12 William Octavius Atkinson Improved device for fixing corrugated and like sheets to their supports
FR87956E (fr) * 1962-09-14 1966-11-18 Dispositif de fixation pour pièces dont la face d'appui présente une partie concave, telles que plaques ondulées ou analogues pour toitures
FR1452957A (fr) * 1965-09-24 1966-04-15 Perfectionnements à la fixation de plaques sur des supports
DE6609989U (de) * 1968-06-15 1973-01-11 Wuppermann Gmbh Theodor Pfette fuer eine geneigt verlaufende dachhaut.
DE6932799U (de) * 1969-08-19 1969-11-20 Vaw Ver Aluminium Werke Ag Blechprofil fuer dacheindeckungen, wandverkleidungen oder dergleichen
DE2139624A1 (de) * 1970-10-15 1973-02-15 Thomas Dipl Ing Funk Kaltdach
FR2220645A1 (en) * 1973-03-09 1974-10-04 Prost Georges Fixture for attaching cladding to metal frame - consists of shaped metal sections with a lengthwise hollow fillet
FR2404078A1 (fr) * 1977-01-11 1979-04-20 Prost Georges Dispositifs d'assemblage et de fixation d'elements de constructions industrielles
US4425747A (en) * 1981-06-22 1984-01-17 Howmet Aluminum Corp. Twin-vee ceiling hanger clip
DE3564717D1 (en) * 1985-12-12 1988-10-06 Bemo Elementbau Ag Fixing system for a roof covering or wall facing
WO1991012392A2 (fr) * 1990-02-09 1991-08-22 Stramit Industries Limited Attaches de fixation
DE9104370U1 (de) * 1991-04-10 1991-06-06 G + H Montage Gmbh, 6700 Ludwigshafen Trägervorrichtung
DE9107439U1 (de) * 1991-06-17 1991-09-12 Wittenauer, Roman, 7591 Sasbach Dachtragwerk
DE9207404U1 (de) * 1992-06-02 1992-11-12 Zambelli, Franz, 94481 Grafenau Trag- und Befestigungseinrichtung

Also Published As

Publication number Publication date
ATE174649T1 (de) 1999-01-15
DE4422423A1 (de) 1995-04-06
DE59407488D1 (de) 1999-01-28
EP0647747A1 (fr) 1995-04-12

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