EP0147502A1 - Couverture avec au moins un élément de toit mobile - Google Patents

Couverture avec au moins un élément de toit mobile Download PDF

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Publication number
EP0147502A1
EP0147502A1 EP84103870A EP84103870A EP0147502A1 EP 0147502 A1 EP0147502 A1 EP 0147502A1 EP 84103870 A EP84103870 A EP 84103870A EP 84103870 A EP84103870 A EP 84103870A EP 0147502 A1 EP0147502 A1 EP 0147502A1
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EP
European Patent Office
Prior art keywords
roof
drainage channel
support
bridges
attached
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
EP84103870A
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German (de)
English (en)
Other versions
EP0147502B1 (fr
Inventor
Siegfried Kraus
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
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to AT84103870T priority Critical patent/ATE26320T1/de
Publication of EP0147502A1 publication Critical patent/EP0147502A1/fr
Application granted granted Critical
Publication of EP0147502B1 publication Critical patent/EP0147502B1/fr
Expired legal-status Critical Current

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    • 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
    • E04B7/16—Roof structures with movable roof parts
    • E04B7/166—Roof structures with movable roof parts characterised by a translation movement of the movable roof part, with or without additional movements

Definitions

  • the invention relates to a roof, preferably as a kit, with at least one movable roof part, consisting of two parallel metal longitudinal beams with a rectangular cross-section and at least one between the longitudinal beams by means of rollers on opposite running.
  • rails that can be slid, a maximum of about half the roof area, comprising a metallic inner frame with inserted panels, as well as a supporting structure that forms the rest of the roof area with panels that are also inserted, the one running rail being L-shaped and fastened to the vertical inner wall surface of one side member and the at least one an inner frame is placed on the carriage holder, to which the rollers are attached, and wherein a U-shaped drainage channel is attached to one of the side members.
  • the two longitudinal members are parts of a circumferential outer frame, which has a rectangular upright cross section and rests in a horizontal position on a substructure. Inside this outer frame, at least one inner frame that can be moved on rollers is arranged, the longitudinal axes of the frame profiles also lying in a horizontal plane.
  • the slabs with a slope are inserted into this inner frame, and the purpose of the frame construction is to make the slope not visible from the outside. Despite the limited profile height, this is quite possible with conventional sunroofs because the gradient is a maximum of about 5%. Nevertheless, the frame construction shields a considerable part of the incident light, which was previously perceived as pleasant.
  • the invention is therefore based on the object of specifying a design instruction for solar add-ons, in which, despite the large roof pitch and controlled drainage, it is possible to move roof parts transversely to the direction of the slope without requiring high profiles which hinder the solar radiation.
  • the panels described above are glass panels, for example wire glass, transparent or translucent building panels or the like.
  • a preferred type of plate is the so-called plastic web glass, in which two plane-parallel plates are connected to one another by a large number of parallel webs. These plates are transparent to solar radiation but prevent a considerable extent, the heat emission to the outside that might arise d J rch convection and conduction. Such panels are even accessible, so that they are an ideal material for solar crops.
  • the large roof slope described is made possible by attaching the longitudinal beams at different heights without the incidence of light being excessively obstructed. It will still have to be shown that some of the profiles of the inner frames lie to a certain extent in the shadow of the outer side member, so that these profile parts at least do not cast any additional shadows on the translucent plates.
  • the moving roof parts are unaffected by gravity, so that the same speeds in both directions of movement are possible without special braking measures.
  • the displacement is also possible without assistance from motor power, it being necessary to bear in mind that the dimensions of an inner frame transversely to the direction of displacement easily between Can be 3 and 4 m, so that the inner frame with the plates used have a considerable weight.
  • the drainage channel with the supporting bridges is an essential, load-bearing element for the entire roof structure, without the dimensions having to go beyond the usual dimensions of the drainage channel.
  • Running and mounting rails can be accommodated in a space-saving manner in the shadow of the outermost side member and / or in the shadow of the drainage channel, so that an additional shadow is very largely avoided.
  • the structurally coordinated parts also enable easy assembly at the point of installation, whereby additional adaptation measures are also possible if necessary.
  • the support bridges (based on their installation position) have two support feet reaching to the bottom of the drainage channel and a web connecting the support feet which extends over the clear interior of the drainage channel.
  • the drainage channel, the support bridges and the runner or mounting rails In connection with the measure of providing the drainage channel on the upper edges of its side walls with a rib overlapping the web and providing the ribs and the support bridge with mutually complementary projections and recesses, the drainage channel, the support bridges and the runner or mounting rails a compact but dimensionally stable composite is formed, which can be easily attached to or on the associated side member and in use a flawless, ie controlled drainage. Details are explained in more detail in the detailed description.
  • joints made of extruded profiles with mutually complementary cylindrical surfaces are arranged between roof parts which are at an angle deviating from 90 degrees or 180 degrees to another roof part are designed so that on the one (first) extruded profile two mutually facing, coaxial cylindrical surfaces, on the other (second) extruded profile two mutually facing cylindrical surfaces are arranged and that the radii of the cylindrical surfaces are matched to one another such that the two extruded profiles can be inserted into one another in the axial direction with the formation of joint connections in pairs.
  • an upper roof 1 for a solar cultivation which consists of an upper box-shaped longitudinal member 2 and a parallel parallel lower longitudinal member 3, between which there is a sliding roof part 4 and a stationary roof part 5.
  • the direction of displacement is perpendicular to the plane of the drawing and parallel to the longitudinal axes of the beams 2 and 3, of which the longitudinal beam 3 is also formed by a box-shaped profile.
  • the displaceable roof part 4 consists of a metallic inner frame 6 which extends on three peripheral sides of a plate 7 made of web glass. At the lowest point, the inner frame 6 is closed by a flatter profile, not shown, for the purpose of water drainage.
  • the plate 7 is held in the inner frame 6 by so-called glass strips 8, which are designed as a hollow profile and are inserted in a positive manner in the inner frame 6.
  • the roof part 5 forms a stationary supporting structure, which consists of a further inner frame 9 with an identical profile cross section, in which a plate 10 is inserted by means of identical glazing beads 8. Also the inner frame 9 is for drainage purposes at the lowest point by a not shown Profile g e-closed, that does not extend beyond the run-off surface 10a of the plate 10 degrees.
  • the upper side member 2 is fastened to a wall 11 of a building and has a vertical inner wall surface 2a, to which an L-shaped running rail 12 and a mounting rail 13 with an identical profile cross section are fastened in such a way that the longer legs of the profiles point upwards. Details of the profile cross section are explained in more detail below with reference to FIG. 7 ′.
  • carriage holders 14 At the upper end of the inner frame 6, more precisely, on its profile parallel to the direction of displacement, there are several carriage holders 14, of which only the first one is visible in FIG. Details of the profile are shown in Figure 6.
  • the carriage holder has an anti-lift device 14a, which prevents the rollers 15 from being removed from the rail 12 in an unacceptable manner.
  • the stationary inner frame 9 has a support bracket 16, the details of which are shown in FIG.
  • This support bracket has a cantilever 16a, which by means of a cutout from a cylindrical Contact surface rests on the mounting rail 13, so that a flat support is guaranteed regardless of the slope or the sloping roof.
  • the upward gap between the roof parts 4 and 5 and the side member 2 is from a weatherboard profile; 17 covers, which has at its free end an insertion groove 17a for a sealing profile, not shown.
  • the weatherboard profile is also attached to the side member 2.
  • the movable inner frame 6 has a corresponding number of carriage holders 18, into which pairs of rollers 15 are also inserted. These rollers can be moved on a running rail 19, the details of which are explained in more detail in FIG.
  • the other end of the stationary roof part 5 is provided with a plurality of support brackets 20, of which only the first one is visible here.
  • Each of these support brackets has a cantilever 20a which is laterally bent in such a way that it overlaps the head of a support rail 21 with a partial cylindrical surface, the profile cross section of which is discussed in more detail in connection with FIG. In any case, it can be seen from FIG.
  • the running rail 19 and the mounting rail 21 are suspended on the lower side member 3 as follows: With the side member 3, several support bridges 23 are screwed at intervals, which consist of short sections of a profile, which will be explained in more detail with reference to FIG. 2.
  • This carriage bridges on both sides have a vertical supporting fu ß 24 and a web connecting these 25 and 26, three grooves 27, 29 are 28.und in the top thereof, which have a width-increased groove bottom, so that the insertion of a component with a complementary dovetail 30 or 31 is possible ( Figures 3 and 4 ').
  • the support foot 24, which points outward with respect to the roof covering, has an extension 24a which projects upwards beyond the grooves in the web 26 and with which the support bridge 23 can be fastened to the lower longitudinal member 3, for example by screwing. Ver Stiffness of the longitudinal beam 3, a U-shaped stiffening profile 32 is arranged in this.
  • the support bridges are at the same time the holders for a U-shaped drainage channel 33, the details of which are explained in more detail with reference to the profile cross section in FIG.
  • the drainage channel 33 has a rib 36 and 37 on the upper edges of its side walls 34 and 35, which overlaps the respectively associated end of the web 26 of the support bridge 23.
  • the representations in FIGS. 2 and 5 can be seen in direct association, ie the rib 36 engages in a recess 24b in the extension 24a, and the rib 37 engages over the complementarily bevelled upper edge 25a of the support foot 25.
  • the heights are H 1 and H 2 and the distance D of the outer surface 24c and 25c of the support feet so designed that they correspond to the corresponding internal dimensions of the drainage channel 33 ( Figure 1). Furthermore, the drainage channel 33 according to FIG. 5 has on its inner side wall 35 on its upper edge a receiving groove 38 for the insertion of a sealing strip, not shown.
  • the running or support rails 19 and 21 have a rail head 39 and 40, which represents the largest part of a circumference in cross section.
  • a rail 41 or 42 which widens in a trapezoidal shape, adjoins the rail head and finally in a swallow tail 30 or 31 ends.
  • the rails can optionally be inserted into the grooves 27 to 29 in the support bridge 23.
  • the majority of the grooves in the support bridge 23 offer great flexibility with regard to structural adjustments.
  • FIG. 1 can be seen that the overall arrangement of support bridges 23, drainage channel 33 and running or support rails 19 and 21 for the roof parts is a floating storage, which is extremely compact, but still mechanically stable due to the selected arrangement.
  • the support bracket 20 and the support rail 21 form a support structure 63 for the stationary roof part 5.
  • FIG. 6 shows a carriage holder 14 which consists of a profile section.
  • the cross section essentially consists of an approximately U-shaped basic profile, one leg 14c of which has an extension 14e.
  • an anti-lift device 14a which is formed by a projection which runs parallel to the extension 14e as well as to the yoke 14f of the "U".
  • a carriage 47 is housed and screwed, which is shown in Figure 7.
  • the parts according to Figures 6 and 7 are shown in an explosion-like representation.
  • FIG. 7 shows an L-shaped running rail 12 which has a long leg 12a and a short leg 12b. On the top of the short leg, a rail head 12c is arranged, which on most of its circumference also formed as a cylindrical surface . is.
  • the carriage 47 can be moved on this rail head by means of its rollers 15.
  • the rollers are mounted in pairs in a rocker 48, which can be pivoted relative to a fastening body 49, so that both rollers 15 always come to rest with the same contact pressure.
  • a support bracket 16 is shown, which is also formed by an essentially rectangular angle profile with the legs 16c and 16d. In the area of the apex there is also an anti-lift device 16b which runs parallel to the leg 16c.
  • a bracket 16a is attached to the leg 16d and has a bearing surface 16e which is circular in cross section.
  • the rail head 12c of the L-shaped mounting rail 13 engages between the anti-lift device 16b and the boom 16a.
  • This carrier rail is identical in cross section to the running rail 12 according to FIG. 7. The interaction is shown in FIG. 1.
  • FIG. 9 shows a support bracket 20 which is also formed in its essential part by a right-angled profile with the legs 20b and 20c. In the apex of this profile is the already described bracket 20a, which also has a bearing surface 20d with a circular cross section.
  • the longitudinal axis of the arm 20a extends approximately in the direction of the bisector, so that the bearing surface 20d is offset to both legs 20b and 20c.
  • the top roof consists of a displaceable roof part 4 and a stationary roof part 5, which, however, have a larger roof slope than in FIG.
  • the plates 7 and 10 consist of web glass
  • the drop traces 48 indicate the outflow of the rainwater into the drainage channel 49, which in this case has a somewhat modified cross section, which is explained in more detail with reference to FIG. 15.
  • the drainage channel here has an intermediate wall 50, through which a hollow chamber 51 which is closed on all sides is formed within the profile and does not serve to guide water, but rather to accommodate fasteners.
  • a stiffening angle 52 can be inserted into the hollow chamber 51, which can be drilled through together with the drainage channel for attaching fastening screws, without thereby jeopardizing the tightness of the drainage channel.
  • support bridges 53 are inserted in a form-fitting manner at intervals, the details of which will be explained in more detail below with reference to FIG. 14.
  • These support bridges have a web 54 and two support feet 55 and 56 reaching to the bottom of the drainage channel 49, of which the right one is arranged approximately in the middle and abuts directly against the vertical part of the intermediate wall 50.
  • the drainage channel 49 is screwed onto the horizontal upper side of the lower longitudinal beam 3, specifically by means of a screw connection, not shown, with the stiffening angle 52. It can be seen that the support bridge 53 is positively enveloped by the drainage channel 49 in all directions lying in the plane of the drawing is, and in particular that the 'side walls 57 and 58 ( Figure 15) can not be bent outwards. By means of the support foot 56 arranged in the middle, vertical forces which act on the web 54 are transmitted directly to the lower longitudinal member 3.
  • an L-shaped running rail 19 (FIG. 7) is screwed onto the right side wall 58 and penetrate the fastening screws (not shown) through the vertical leg of the stiffening angle 52.
  • a so-called running carriage 59 can be moved on the running rail 19, which is shown in FIG a carriage profile 60 housed is, as shown in a similar form in Figure 6.
  • the cross section of the carriage also consists here of an approximately U-shaped basic profile, the longest leg 60a of which has an extension 60b perpendicular thereto.
  • a joint 61 with a joint axis 62 is placed on the carriage profile 60, the details of which are explained in more detail with reference to FIGS. 16 and 17.
  • This joint 61 creates an adjustable and form-fitting connection with the displaceable roof part 4. From the lever arm of the running rail 19 in connection with any roof loads that may occur (wet snow), it follows that the running rail 19 has a tendency to pull the side wall 58 outwards. However, such positive bending is effectively prevented by the form-fitting clamping of the upper end of the side wall 58 with the support bridges 53 arranged at intervals at g e, in particular if the drainage channel is additionally screwed to the support bridges 53, which will be discussed in more detail below .
  • This support structure includes a purlin 64, which consists of a short, vertically standing box section, which is cut off at its upper end along a miter joint 65 (FIG. 11). Between the purlins 10 so-called guide profiles 43 and 66, which prevent the overflow of rainwater or effect the roof sealing when the roof is closed. A seals attached at the upper end of the guide profiles 66 in sealing grooves are not shown. Shown in FIG. 10 is only a sealing rail 67 attached to the movable roof part 4, into which a sealing profile 68 is inserted. This sealing profile is located in the immediate vicinity of a rib, which is located on the upper edge of the side wall 58 of the drainage channel 49.
  • FIG. 11 shows a section along a plane offset in the depth direction with respect to FIG. 10, which extends through the purlin 64.
  • This purlin consists of a hollow profile with a vertical axis, the attachment being carried out by a piofil portion 69 which is screwed to the support bridge 63 with its lower horizontal leg 70.
  • the purlin 64 also tends to strain the overall construction by bending the left side wall 57 of the drainage channel. This bending is also effectively prevented by the positive locking.
  • a further joint 72 is fastened on the upper horizontal leg 71 of the profile section 69, the joint axis A of which lies in the miter joint 65.
  • Another profile section 73 is flanged to the other side of the joint and is accommodated in the cavity of a support 74 which merges into the purlin 64 at the miter joint 65.
  • FIGS. 10 and 11 It can be seen from FIGS. 10 and 11 that obliquely incident sunlight, which is to be expected, for example in the direction of arrow S (FIG. 10), is only very insignificantly due to the entire supporting structure in the area of the drainage channel and the parts directly attached to it Incidence is prevented in the cultivation to which the roofing belongs. This results in a largely closed appearance towards the outside, which leads to a uniform overall impression of the complete roof in connection with the associated substructure, to which the lower longitudinal member 3 belongs.
  • Each joint 78 is also fastened here via profile sections 73 and 79, respectively, which are accommodated in the support 74 or in a further support 80.
  • the beams 74 and 80 have the same profile cross section and meet in a miter joint 81.
  • the joint 78 is firmly connected to the upper longitudinal beam 2 by means of the profile section 79.
  • the fastening screws are omitted for the sake of simplicity.
  • FIG. 13 shows the upper end of the roofing in a representation similar to that in FIG. 10.
  • the inner frames 6 and 9 for holding the plates 7 and 10 (multi-wall glass) and the glass strips 8 for the sealed fixing of the plates can be seen here.
  • two sectional planes are drawn one above the other, which are offset in a direction perpendicular to the plane of the drawing compared to Figure 12.
  • This representation was chosen to show the position of two weatherboard profiles 17 to show which the two roof parts 4 and 5 overlap, including the joints 77 and 78.
  • FIG. 14 shows a profile cross section for the support bridges 53, from which the support bridges can be produced by cutting to length (the length is a few centimeters).
  • Each of the support bridges consists of a horizontal web 54, the length of which corresponds to the internal dimensions of the drainage channel according to FIG. 15.
  • the recesses continue downward in so-called screw channels 87, the cross section of which corresponds to the longitudinal section of a corresponding metal screw.
  • the recesses 83 and 84 are accommodated in transverse ribs 88 and 89 which protrude above the web 54 and have lugs 90 on their inwardly directed sides which are used for the form-fitting fixing of connecting parts (FIG. 11).
  • the already described support foot 55 is arranged at one end of the web 54 and is supported on the bottom of the drainage channel with a flange 91 parallel to the web 54.
  • the support foot 55 is in mirror Symmetrical arrangement approximately in the middle of the web 54 opposite the support foot 56, which is also supported on the bottom of the drainage channel with a further flange 92.
  • FIG. 15 shows the cross section through the drainage channel 49 shown in FIGS. 10 and 11, which is used for the actual water flow. It has a base 93 from which the two vertical side walls 57 and 58 extend, which in the region of their upper edges have inwardly directed ribs 94 and 95 in a mirror-symmetrical arrangement and which have the prismatic projections 85 and 86 already described on their underside. On the upper edges of the side walls 57 and 58 there are inwardly directed lugs 96 and 97 which, together with the ribs 94 and 95, form insertion grooves 98 and 99 for sealing strips, not shown here. Furthermore, the respective groove base is designed as a hollow prism, with an opening angle that corresponds to the head of a normal countersunk screw.
  • FIGS. 10 to 13 show parts of the joints 61, 72, 77 and 78, as shown in FIGS. 10 to 13.
  • a first extruded profile 101 is shown in FIG. which consists of a flange plate 102 and a wing-shaped projection 103 which carries a first cylinder surface 104 on its inside and a second cylinder surface 105 on its outside.
  • the outer surface of the flange plate 102 is the actual mounting surface 102a.
  • the hinge axis A. is at a distance D 1 from this mounting surface, and the cylinder surfaces have the radii R 1 and R 2 with respect to the hinge axis A.
  • the major part of the circumference of the coaxial cylinder surfaces 104 and 105 lies on one side of a plane E 1 , which runs through the axis A and is perpendicular to the flange plate 102.
  • a recess 106 in the wing-shaped projection 103 can also be omitted, in particular in the case of smaller designs.
  • FIG. 17 shows a second extruded profile 111 which has a flange plate 112 with a mounting surface 112a.
  • the flange plate has on its one longitudinal edge an approximately L-shaped web 117, the free leg 118 of which supports the third cylinder surface 114 with the hinge axis A.
  • a projection 113 is arranged on the side facing the articulation axis A, which carries the fourth cylinder surface 115 on its side facing the articulation axis A.
  • the hinge axis A is at a distance D 2 from the mounting surface 112a, from which the radii R 3 and R 4 start for the cylinder surfaces in question.
  • the radii R 3 and R 4 are only slightly smaller or larger than the radii R 1 and R 2 of the paired cylindrical surfaces 114 and 115 of the first extruded profile, taking normal tolerances into account.
  • a plane E2 perpendicular to the flange plate 112 is defined by the hinge axis A, and it can be seen that the major part of the circumference of the cylinder surfaces 114 and 115 lies on one side of the plane E2.
  • the profiles according to FIGS. 16 and 17 can be plugged together axially in the position shown, which leads to the joints as shown in FIGS. 10 to 13.
  • Figure 18 shows a very schematic representation of a portion of a solar extension with the roof 1 according to the invention.
  • the longitudinal beams 2 and 3 extending in the longitudinal direction of the extension and their course at different heights can be clearly seen.
  • the considerable sloping roof is also clearly recognizable.
  • the direction of movement of the sliding roof part 4 is indicated by a double arrow.
  • the lower side member 3 rests on a substructure 100 (not explained in more detail), which likewise consists of metal profiles with inserted plates P.
  • the profiles described above are, without exception, extruded profiles made of a light metal alloy, as is often used in metal construction.
  • the profiles are usually anodized.
  • a drain pipe, not shown, is connected to the drainage channel 33.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Seal Device For Vehicle (AREA)
  • Body Structure For Vehicles (AREA)
  • Fittings On The Vehicle Exterior For Carrying Loads, And Devices For Holding Or Mounting Articles (AREA)
EP84103870A 1983-12-23 1984-04-07 Couverture avec au moins un élément de toit mobile Expired EP0147502B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT84103870T ATE26320T1 (de) 1983-12-23 1984-04-07 Ueberdachung mit mindestens einem verschiebbaren dachteil.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3346585A DE3346585A1 (de) 1983-12-23 1983-12-23 Ueberdachung mit mindestens einem verschiebbaren dachteil
DE3346585 1983-12-23

Publications (2)

Publication Number Publication Date
EP0147502A1 true EP0147502A1 (fr) 1985-07-10
EP0147502B1 EP0147502B1 (fr) 1987-04-01

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ID=6217799

Family Applications (1)

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EP84103870A Expired EP0147502B1 (fr) 1983-12-23 1984-04-07 Couverture avec au moins un élément de toit mobile

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EP (1) EP0147502B1 (fr)
AT (1) ATE26320T1 (fr)
DE (2) DE3346585A1 (fr)

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2203182A (en) * 1987-04-02 1988-10-12 Universal Components Canopy assembly
EP0298528A1 (fr) * 1987-07-10 1989-01-11 Wizo International N.V. Structure de toit coulissant, en particulier toit de véranda
GB2215358A (en) * 1988-03-02 1989-09-20 Tegtmeier Metallbau Fixing for lean-to building to house wall
EP0334215A1 (fr) * 1988-03-24 1989-09-27 DEGOLA SERRE S.r.l. Faîtage pivotant entre deux plans de toits coulissants pliables
ES2083322A2 (es) * 1993-10-04 1996-04-01 Leon Jose Cortes Cubierta retractil.
FR2762631A1 (fr) * 1997-04-23 1998-10-30 Serge Berges Dispositif d'obturation coulissant d'une ouverture de toit de grandes dimensions, et piece equipee de ce dispositif
NL1005944C2 (nl) * 1997-05-01 1998-11-03 Glasbedrijf Mesterom B V Inrichting geschikt voor het overkappen van een terras.
WO1998054417A1 (fr) * 1997-05-27 1998-12-03 Antoine Coral Construction prefabriquee formee par assemblage d'elements parallelepipediques
EP1314829A1 (fr) * 2001-10-11 2003-05-28 L.A.S.P. System Italia Srl Ensemble de construction pour un toit télescopique avec un système pour faire fondre la neige
WO2006109338A1 (fr) * 2005-04-14 2006-10-19 L.A.S.P. System Italia S.R.L. Structure multifonction utilisee en tant que couverture
FR2893961A1 (fr) * 2005-11-30 2007-06-01 Aqua Dev Sarl Abri a troncons mobiles.
ITMI20091418A1 (it) * 2009-08-05 2011-02-06 Cappello Alluminio Di Cappello Gius Eppe & C S N Copertura modulare per fabbricato industriale e procedimento per la sua posa
US20120291363A1 (en) * 2009-09-04 2012-11-22 Forsland Kent H Moveable building structure
US20130042541A1 (en) * 2010-01-12 2013-02-21 Cabreeco Companies Llc Convertible enclosure
WO2013090429A1 (fr) * 2011-12-12 2013-06-20 Cabreeco Companies Llc Structure de construction présentant un toit convertible entre des configurations ouvertes et fermées

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1203868A (fr) * 1958-05-22 1960-01-21 Entpr S Balency & Schuhl Hangar
US4014378A (en) * 1976-08-09 1977-03-29 United States Gypsum Company Structure for slidable doors having glide retainer integral with door panel
DE2626743A1 (de) * 1976-06-15 1977-12-29 Schmid & Nagel Ohg Ueberdachung fuer treppen
FR2514054A1 (fr) * 1981-10-01 1983-04-08 Dona Severino Tunnel de protection du type a soufflet pour facade de batiment

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3308285C2 (de) * 1983-03-09 1985-02-07 Siegfried 6074 Rödermark Kraus Überdachung mit mindestens einem verschiebbaren Dachteil

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1203868A (fr) * 1958-05-22 1960-01-21 Entpr S Balency & Schuhl Hangar
DE2626743A1 (de) * 1976-06-15 1977-12-29 Schmid & Nagel Ohg Ueberdachung fuer treppen
US4014378A (en) * 1976-08-09 1977-03-29 United States Gypsum Company Structure for slidable doors having glide retainer integral with door panel
FR2514054A1 (fr) * 1981-10-01 1983-04-08 Dona Severino Tunnel de protection du type a soufflet pour facade de batiment

Cited By (29)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2203182A (en) * 1987-04-02 1988-10-12 Universal Components Canopy assembly
US4894960A (en) * 1987-04-02 1990-01-23 Universal Components Limited Canopy assembly
GB2203182B (en) * 1987-04-02 1991-07-24 Universal Components Canopy assembly
EP0298528A1 (fr) * 1987-07-10 1989-01-11 Wizo International N.V. Structure de toit coulissant, en particulier toit de véranda
GB2215358A (en) * 1988-03-02 1989-09-20 Tegtmeier Metallbau Fixing for lean-to building to house wall
GB2215358B (en) * 1988-03-02 1992-02-12 Tegtmeier Metallbau Prefabricated building structure
EP0334215A1 (fr) * 1988-03-24 1989-09-27 DEGOLA SERRE S.r.l. Faîtage pivotant entre deux plans de toits coulissants pliables
ES2083322A2 (es) * 1993-10-04 1996-04-01 Leon Jose Cortes Cubierta retractil.
FR2762631A1 (fr) * 1997-04-23 1998-10-30 Serge Berges Dispositif d'obturation coulissant d'une ouverture de toit de grandes dimensions, et piece equipee de ce dispositif
NL1005944C2 (nl) * 1997-05-01 1998-11-03 Glasbedrijf Mesterom B V Inrichting geschikt voor het overkappen van een terras.
WO1998054417A1 (fr) * 1997-05-27 1998-12-03 Antoine Coral Construction prefabriquee formee par assemblage d'elements parallelepipediques
FR2763972A1 (fr) * 1997-05-27 1998-12-04 Antoine Corale Construction prefabriquee formee par assemblage d'elements parallelepipediques
EP1314829A1 (fr) * 2001-10-11 2003-05-28 L.A.S.P. System Italia Srl Ensemble de construction pour un toit télescopique avec un système pour faire fondre la neige
AU2004220722B2 (en) * 2001-10-11 2009-05-07 L.A.S.P. System Italia Srl Building assembly for a telescopic roof with snow melting system
WO2006109338A1 (fr) * 2005-04-14 2006-10-19 L.A.S.P. System Italia S.R.L. Structure multifonction utilisee en tant que couverture
US7752815B2 (en) 2005-04-14 2010-07-13 L.A.S.P. System Italia S.R.L. Structure with multiple functions, used as a covering
CN101163840B (zh) * 2005-04-14 2011-08-03 L.A.S.P.系统意大利有限责任公司 用于遮蓬的多功能结构
FR2893961A1 (fr) * 2005-11-30 2007-06-01 Aqua Dev Sarl Abri a troncons mobiles.
EP1793055A1 (fr) * 2005-11-30 2007-06-06 Aqua Developpement Abri à troncons mobiles
ITMI20091418A1 (it) * 2009-08-05 2011-02-06 Cappello Alluminio Di Cappello Gius Eppe & C S N Copertura modulare per fabbricato industriale e procedimento per la sua posa
EP2299019A1 (fr) * 2009-08-05 2011-03-23 Cappello Alluminio S.r.l. Recouvrement modulaire pour un bâtiment industrielle et procédé pour son installation
US20120291363A1 (en) * 2009-09-04 2012-11-22 Forsland Kent H Moveable building structure
US8707632B2 (en) * 2009-09-04 2014-04-29 Cabrio Companies Llc Structure having convertible roof and walls
US20170145682A1 (en) * 2009-09-04 2017-05-25 Cabrio Companies Llc Convertible enclosure
US9915062B2 (en) * 2009-09-04 2018-03-13 Convertible Living Llc Structure having convertible roof and walls
US20130042541A1 (en) * 2010-01-12 2013-02-21 Cabreeco Companies Llc Convertible enclosure
US8701356B2 (en) * 2010-01-12 2014-04-22 Cabrio Companies Llc Structure having convertible roof and walls
WO2013090429A1 (fr) * 2011-12-12 2013-06-20 Cabreeco Companies Llc Structure de construction présentant un toit convertible entre des configurations ouvertes et fermées
US10151109B2 (en) 2011-12-12 2018-12-11 Convertible Living Llc Building structure having a roof that is convertible between open and closed configurations

Also Published As

Publication number Publication date
DE3462934D1 (en) 1987-05-07
DE3346585A1 (de) 1985-07-04
ATE26320T1 (de) 1987-04-15
EP0147502B1 (fr) 1987-04-01

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