EP0647747A1 - 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
EP0647747A1
EP0647747A1 EP94115314A EP94115314A EP0647747A1 EP 0647747 A1 EP0647747 A1 EP 0647747A1 EP 94115314 A EP94115314 A EP 94115314A EP 94115314 A EP94115314 A EP 94115314A EP 0647747 A1 EP0647747 A1 EP 0647747A1
Authority
EP
European Patent Office
Prior art keywords
support
profile
structure according
flange
rail
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.)
Granted
Application number
EP94115314A
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German (de)
English (en)
Other versions
EP0647747B1 (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
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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 supporting structure for roofing and / or outer skin planking of buildings with a support arrangement fastened to the building and supporting and fastening elements attached to it in a projecting manner for connecting, load transfer and fixing the position of preferably metal, profiled planking sheeting with overlap strips on both sides, which act as profile overlaps or are formed as channel-like or bead-like, downwardly open, overlapping folds.
  • profiled panels or profile planks are used, which are attached to a structure previously attached to the building.
  • These profile sheets or planks have, for example, an essentially U-shaped cross section, the bottom of this U profile being able to be provided with ribs running in the longitudinal direction for reinforcement and the free ends of the side legs being rolled outwards, so that in each case a part-circular bead is formed forms.
  • these beads surround each other or in another way trained overlaps of adjacent panels or planks mutually on the one hand and on the other hand also supporting and fastening elements which protrude from a supporting structure attached to the surface to be covered.
  • Such profiled sheets or planks are used in very different widths and lengths. This has the advantage that transverse collisions with the risk of leaks can be avoided even on large surfaces; however, it also requires a structure that is as variable as possible and adaptable to the circumstances, in particular the supporting and fastening elements.
  • DE 91 04 370.0 U1 shows such a supporting structure, which essentially consists of spaced-apart support rails and sliding elements on which the cladding sheets are supported.
  • This displaceability is intended to solve the problem that the support elements can be set up at different distances between the overlap strips or beads of the individual planking sheets.
  • the object of the present invention is to provide a structure of the type mentioned which can be varied and easily adapted for different applications and which is simple to manufacture and assemble; weight reduction is also sought.
  • the support arrangement contains support rails attached to them by means of spacing supporting flanges and having two support rails which run at a distance from each other and run parallel to one another and are graspable on both sides, flat, continuous or interrupted longitudinal strips, onto which there are upstanding retaining clips provided with support profiles formed on their free ends , by means of profile guides whose longitudinal strips can be put on or pushed on under and around sliding webs.
  • Such a sliding web preferably consists of a web plate and of side guide strips attached to it on both sides, for gripping and gripping under the longitudinal strips of the mounting rail, or of edging shaped into U-profile guides, and of at least one upstanding holding clip with a mounting profile directed parallel or transverse to the course of the mounting rail .
  • the web plate of the sliding web can be provided in the center area with a reinforcing bead and the retaining clip, which stands up transversely or parallel to the course of the mounting rail, can be provided with a stiffening bead and with lateral guide strips flanged on both sides in a radius of curvature.
  • its web plate is provided with one which is parallel to or transverse to the course of the mounting rail and which is angled in the lower region in relation to one another Retaining clip with support flanks and edging on both sides, shaped into profile guides.
  • the support flanks also cause stiffening.
  • the support profile of the holding clips essentially has the profile of a triangle with rounded corners and its side surfaces are provided with constrictions.
  • the overlap bead of a profile panel or profile plank to be mounted can then advantageously overlap or encompass the supporting profile and come to rest on the supporting flanks resulting from the constrictions in the side surfaces. This creates a safe, resilient connection that is watertight against the ingress of moisture between adjacent profile panels or profile planks and the retaining clips.
  • a support beam is connected to the web plate of the sliding web, which carries a clamping and support profile, which is designed as a box profile with at least two side faces pointing at an angle to one another and a flat head surface which is directed parallel or transversely to the course of the support rail , has constrictions on both sides merging into the side surfaces.
  • the box profile can essentially have the shape of a pentagon standing on the top, the inclined side surfaces being connected upwards by the flat head surface, which has constrictions that run parallel or transversely to the course of the mounting rail and pass into the side surfaces on both sides.
  • the transition areas between the constriction surfaces and the top surface on the one hand and the side surfaces on the other hand can be sharp-edged or connected with small radii.
  • Such a support profile can be springily overlapped and overlapped by the correspondingly shaped overlap strips of the profile panels or profile planks to be assembled, so that a kind of push-button connection is created between the support profile and adjacent profile panels or planks, which is secure and resilient and tight against the ingress of moisture is and also compensates for temperature fluctuations.
  • the sliding web has a double-leaf web plate, of which each of the opposing web plate wings is each provided with a pair of profile guides shaped to embrace and reach under the mounting rail, the directional extension of which pivoted relative to one another by an angle ⁇ between 30 ° and 60 ° and one of the pairs is attached to opposite protruding lugs; the multi-skin panels are connected by a raised clip.
  • This last-described embodiment of the sliding bridge has the advantage that it can be pushed onto the carrier in two different, pivoted positions. If one of the opposing profile guides of the multi-skin sheet wings is in engagement with the mounting rail, the retaining clip is at right angles to the mounting rail; if the other opposing profile guides of the multi-skin sheet wings are engaged with the mounting rail, the retaining clip runs diagonally to the mounting rail. So it is possible, if the same parts are used, to run the profiled sheets or planks either at right angles or diagonally on a building surface.
  • the sliding bars In practical use, the sliding bars must be fixed in their position on the mounting rail; this can generally be done by screwing, but also by jamming or pressing. In the last-mentioned embodiment of a sliding web, the fixation can also be achieved by hammer blows on the approach of the two multi-wall panel wings projecting above the mounting rail.
  • the mounting rail with its longitudinal strips is connected to the carrier arrangement by a mounting flange with at least one floor mounting flange arranged at an angle to this. It can also be connected to a carrier arrangement by two spaced-apart support flanges, each with an associated base fastening flange arranged at an angle thereto.
  • a double-T beam can also serve as the carrier arrangement, the upper flange of which acts as a mounting rail and the longitudinal strips on both sides and the lower flange of which forms the floor mounting flange.
  • the mounting rail is formed from with its longitudinal strips from a flat, four-fold cut, which consists of a U-profile lying on the back and longitudinal strips spaced on both sides; the back of the U-profile is attached to the upper flange of a double-T beam, the lower flange of which forms the floor mounting flange.
  • the support flange or the support flanges and the support rail with their longitudinal strips can also be produced from a flat sheet metal blank by folding.
  • the mounting flange and the mounting rail can be folded in at a first right angle the upper region of the vertical support flange to the one horizontal longitudinal strip and by a second folding by 180 ° to the second horizontal longitudinal strip.
  • the base mounting flange or flanges can also be formed from the sheet metal blank.
  • the two longitudinal strips of the mounting rail formed by folding from a sheet metal blank are preferably provided with constrictions which can be encompassed and grasped on their outer edges by the sliding webs by means of their profile guides.
  • transition areas between the constriction surfaces and the head surface forming the mounting rail with longitudinal strips on the one hand and the side surfaces forming the mounting rail on the other hand can be rounded or rounded with small radii.
  • the different embodiments of the sliding webs can advantageously be used optionally with the different embodiments of the carrier arrangement, provided only the profile guides of the web plates are adapted to the longitudinal strips of the mounting rails. This results in possible variations according to different external conditions.
  • a first right-angled folding at A1 in the upper area creates the support flange 2 and first the one horizontal longitudinal strip 26a of the mounting rail 26 and a second folding by 180 ° at A2 the second horizontal longitudinal strip 26b of the mounting rail 26.
  • a further right-angled folding at A3 in the lower region of the support flange 2 results in the horizontal floor mounting flange 3 at a distance from the support rail 26.
  • a sliding web B with holding clip 10 is shown in Fig. 1, which is also integrally formed from a sheet. Both longitudinal edges of the web plate 34 are flanged down to side guide strips 30 which fit onto the longitudinal strips 26a, 26b of the support rail 26 and encompass them when the sliding web B is pushed onto the carrier arrangement A. A reinforcing bead 17 is provided in the middle of the web plate 34.
  • the holding clip 10 is bent vertically upward as a tab. The free end of this retaining clip 10 is formed into a support profile 40 which essentially has the profile of a triangle with rounded corners 41, 43 and is provided with constrictions 42 in the side surfaces.
  • the support profile 40 is open on one side at the bottom and is springily gripped by the overlapping beads during the assembly of the above-mentioned profile panels or profile planks, so that a secure connection is achieved.
  • a stiffening bead 39 is provided to stiffen the retaining clip 10.
  • the holding clip 10 with the support profile 40 runs transversely to the carrier arrangement A.
  • a sliding web C is shown, in which the holding clip 10a with the support profile 40 runs in the longitudinal direction of the carrier arrangement A.
  • the outer edges of the web plate 34 are formed in the illustrated case by folds 35 to form U-profile guides 38, which e.g. fits onto the longitudinal strips 26a, 26b of the mounting rail 26 of a carrier arrangement A according to FIG. 1 or also of a differently designed carrier arrangement.
  • the holding clip 10a according to FIG. 2 has two support flanks 29 which are angled relative to one another in its lower region.
  • Fig. 3 shows another embodiment of the invention.
  • the carrier arrangement A corresponds essentially to that of FIG. 1 with the difference that the support rail 26 is formed by the transverse flange of a T-profile.
  • the sliding web E has a two-leaf web plate, on the opposing web plate wings 34a, 34b of which a pair of profile guides 30a, 30b are formed, which embrace the support rail 26 or its longitudinal strips 26a, 26b.
  • the profile guides 30a, 30b of each web plate wing 34a, 34b are pivoted to each other at an angle ⁇ between 30 ° and 60 ° (see also FIG. 6).
  • One of the profile guide pairs 30b is formed on opposite, protruding, angled projections 34a ', 34b' of the web plate wings 34a, 34b. As will be explained in more detail below, either one pair of profile guides 30a or the other 30b is in engagement with the mounting rail 26.
  • the support flanks 29 of the holding clips 10a are drawn up by folding and are connected to one another, for example, by welding are and thus form the retaining clip 10a, the upper end of which is shaped into a support profile 40 according to FIGS. 1 and 2. 3, the support profile 40 can also be closed.
  • FIG. 4 shows the end view of the arrangement according to FIG. 3.
  • FIG. 3 shows an arrangement which consists of the same parts as that of FIG. 3, but with the difference that the holding clip 10a together with the support profile 40 extends to the support arrangement A at an angle of approximately 45 °.
  • FIG. 5 shows an arrangement which consists of the same parts as that of FIG. 3, but with the difference that the holding clip 10a together with the support profile 40 extends to the support arrangement A at an angle of approximately 45 °.
  • the sliding webs must be fixed in their position on the mounting rail, ie firmly connected to it; this can be done by screwing, but also by jamming or pressing. In the case of the special design of the sliding web E according to FIGS. 3 to 6, this can also be done by hammer blows on the part of the web plate wings 34a, 34b which projects above the mounting rail 26.
  • FIG. 7 shows a carrier arrangement S which is formed by a double-T carrier 60.
  • the lower flange of this double-T beam 60 serves as a floor mounting flange 3
  • the upper flange 51 can either form the mounting rail 26 with the longitudinal strips 26a, 26b on both sides, as shown in FIG. 9, or it may be a flat one on it, as shown in FIG. 7
  • the sheet metal blank can be fastened by four U-shaped sections with longitudinal strips 26a, 26b spaced on both sides, lying on the back 50.
  • Fig. 8 shows a special embodiment of a sliding web D.
  • a web plate 34 is bent at its two longitudinal edges downwards and inwards 35 or flanged to form the profile guides 38.
  • a support beam 28 protrudes vertically upwards from the center line of the web plate 34
  • Clamping and support profile 66 carries, which is designed as a box profile with at least two side surfaces 62 facing each other at an angle and a flat head surface 64; the top surface 64 has constrictions 63 which are directed parallel or transversely to the course of the mounting rails 26 and merge on both sides into the side surfaces 62. According to FIGS.
  • the box profile essentially follows the shape of a pentagon standing on the top, the inclined side surfaces 62 being connected upwards by the flat head surface 64: this has the parallel or transverse direction of the support rail 26 on both sides constriction surfaces merging into the side surfaces 62.
  • the transition regions 63, 65 between the constriction surfaces and the head surface 64 on the one hand and the side surfaces 62 on the other hand can be sharp-edged or rounded with small radii.
  • Such a support profile 66 can be assembled Reach around and behind profile sheets or profile planks with their overlapping strips so that a secure pressure connection is given.
  • FIG. 9 What can be seen is a carrier arrangement T with a double-T profile, the upper flange 51 of which directly forms the support rail 26.
  • a sliding web D according to FIG. 8 is pushed onto the mounting rail 26.
  • the connection or overlap area of two adjacent profile panels or profile planks P is also indicated.
  • Each profile panel P is bent upward at an obtuse angle on its longitudinal side and then follows the one inwardly inclined side surface 62, of the constrictions 63 in question and the head surface 64 of the support profile 66.
  • the side strips of the adjacent profile panels or profile planks P overlap and overlap or underlap one another; at the same time, they grip the supporting profile 66 together in a springy manner.
  • FIG. 10 shows a further form of a carrier arrangement R, which is made from a sheet metal blank and has a trapezoidal shape that tapers upwards.
  • the support rail 26 with its longitudinal strips 26a, 26b is also connected to the support arrangement R by two spaced-apart, inclined support flanges 52, each with an associated base fastening flange 53 arranged at an angle to it by a bend A3.
  • the longitudinal strips 26a, 26b of the mounting rail 26 formed by folding from the sheet metal blank are provided with constrictions 54 on their outer edges, which can be encompassed and gripped by the sliding webs B, C, D or E with their profile guides 30 and 35, 38, respectively.
  • the transition areas between the constriction surfaces, the longitudinal strips 26a, 26b of the mounting rail 26 and the mounting flanges 52 can be sharp-edged or rounded with small radii.

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  • 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)
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
DE9315037U 1993-10-05
DE19939315037 DE9315037U1 (de) 1993-10-05 1993-10-05 Tragwerk für ein Flach- oder Pultdach
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 true EP0647747A1 (fr) 1995-04-12
EP0647747B1 EP0647747B1 (fr) 1998-12-16

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

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

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
EP1489245A1 (fr) * 2003-06-19 2004-12-22 Megadar S.r.l. Système de couverture de toit en tôle
GB2414249A (en) * 2004-05-20 2005-11-23 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***及其扣件
CN113107142A (zh) * 2021-03-08 2021-07-13 中铁建工集团有限公司 一种抗风金属屋面结构及其施工方法

Families Citing this family (4)

* 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.
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

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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
FR1452957A (fr) * 1965-09-24 1966-04-15 Perfectionnements à la fixation de plaques sur des 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
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
DE9104370U1 (de) * 1991-04-10 1991-06-06 G + H Montage Gmbh, 6700 Ludwigshafen Trägervorrichtung
WO1991012392A2 (fr) * 1990-02-09 1991-08-22 Stramit Industries Limited Attaches de fixation

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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
EP1489245A1 (fr) * 2003-06-19 2004-12-22 Megadar S.r.l. Système de couverture de toit en tôle
GB2414249A (en) * 2004-05-20 2005-11-23 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***及其扣件
CN113107142A (zh) * 2021-03-08 2021-07-13 中铁建工集团有限公司 一种抗风金属屋面结构及其施工方法
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

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DE59407488D1 (de) 1999-01-28
EP0647747B1 (fr) 1998-12-16
DE4422423A1 (de) 1995-04-06
ATE174649T1 (de) 1999-01-15

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