EP0963495B1 - Protection contre le vent et les intemperies se presentant sous la forme d'un toit pliant et d'une paroi verticale - Google Patents

Protection contre le vent et les intemperies se presentant sous la forme d'un toit pliant et d'une paroi verticale Download PDF

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Publication number
EP0963495B1
EP0963495B1 EP98902930A EP98902930A EP0963495B1 EP 0963495 B1 EP0963495 B1 EP 0963495B1 EP 98902930 A EP98902930 A EP 98902930A EP 98902930 A EP98902930 A EP 98902930A EP 0963495 B1 EP0963495 B1 EP 0963495B1
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EP
European Patent Office
Prior art keywords
roof
attached
weather
accordance
protection against
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
EP98902930A
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German (de)
English (en)
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EP0963495A2 (fr
Inventor
Urs Guggisberg
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Individual
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Individual
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H15/00Tents or canopies, in general
    • E04H15/32Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
    • E04H15/58Closures; Awnings; Sunshades
    • AHUMAN NECESSITIES
    • A45HAND OR TRAVELLING ARTICLES
    • A45BWALKING STICKS; UMBRELLAS; LADIES' OR LIKE FANS
    • A45B23/00Other umbrellas
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F10/00Sunshades, e.g. Florentine blinds or jalousies; Outside screens; Awnings or baldachins
    • E04F10/02Sunshades, e.g. Florentine blinds or jalousies; Outside screens; Awnings or baldachins of flexible canopy materials, e.g. canvas ; Baldachins
    • E04F10/04Sunshades, e.g. Florentine blinds or jalousies; Outside screens; Awnings or baldachins of flexible canopy materials, e.g. canvas ; Baldachins with material fixed on sections of a collapsible frame especially Florentine blinds
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H15/00Tents or canopies, in general
    • E04H15/32Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
    • E04H15/34Supporting means, e.g. frames
    • E04H15/36Supporting means, e.g. frames arch-shaped type
    • E04H15/38Supporting means, e.g. frames arch-shaped type expansible, e.g. extensible in a fan type manner
    • AHUMAN NECESSITIES
    • A45HAND OR TRAVELLING ARTICLES
    • A45BWALKING STICKS; UMBRELLAS; LADIES' OR LIKE FANS
    • A45B23/00Other umbrellas
    • A45B2023/0025Umbrellas or sunshades mounted laterally on a wall or on an apparatus
    • AHUMAN NECESSITIES
    • A45HAND OR TRAVELLING ARTICLES
    • A45BWALKING STICKS; UMBRELLAS; LADIES' OR LIKE FANS
    • A45B23/00Other umbrellas
    • A45B2023/0093Sunshades or weather protections of other than umbrella type

Definitions

  • the present invention relates to a wind and weather protection with a Screen or side wall according to the preamble of claim 1.
  • the rails are composed of several sections. Furthermore, the tent roofs can be accommodated in the container when pushed together.
  • the tent roofs are designed for tents with a rectangular layout. They are supported by supports and are preferably gable-shaped.
  • the main disadvantage of tents of this type is that they are constructed in a complex manner and are therefore expensive. In addition, they cannot be used without vertical supports. Therefore, they are poorly suited as a protective device for garden seating.
  • US Pat. No. 4,630,627 (published on December 23, 1986) proposes a collapsible scaffold for the construction of a tent with a gable roof, which has an upper and a lower frame. The upper and lower frames are connected to each other with several articulated struts.
  • the hinge struts are folded inward to lower the upper frame relative to the lower frame. They are folded outwards to lift the upper frame relative to the lower frame. Winches are attached to the lower frame, with the help of which the articulated struts are folded or stretched.
  • This scaffold also has the disadvantage that it is constructed in a relatively complex manner and is therefore expensive. Another major disadvantage is that the two frames cannot be folded together. The scaffold therefore requires too much floor space even when folded.
  • the patent US 5,490,533 (published on February 13, 1996) describes a collapsible shelter with a raised roof. The roof has at least three sides and three corners. It is supported by at least three vertically extending supports, with each support located below a corner of the roof. The roof has a linkage that can be folded upwards.
  • This linkage consists of several straps.
  • Each carrier has two carrier elements.
  • the carrier elements are divided into an outer and an inner section.
  • the outer end of the outer section is connected to the upper end of a vertical support.
  • the inner end of the inner section is attached to a central, elongated holding element.
  • Each of the two sections of a carrier element consists of two strip-shaped partial elements which cross each other and are pivotally connected to one another over half the length.
  • the straps can be brought from a folded state to an opened state. When opened, the beams are above the vertical supports. When folded, they are located between the vertical supports.
  • This shelter also has the disadvantage that it is constructed relatively complex and therefore expensive. It is unsuitable for mounting on a building wall. The height of the beams can be reduced, but not their length.
  • a roofing for large open spaces is proposed by the published documents DE 37 21 738 (day of disclosure 21.1.1988) and DE 37 30 696 (day of disclosure 14.4.1988).
  • This roof covers several vertical masts. Ropes are stretched between these masts.
  • U-shaped rails are slidably mounted by making holes in the rails through which the ropes are passed.
  • the leg ends of the rails merge into tubular, outward curls.
  • webs are attached which extend over the entire length of the rails.
  • the webs merge into hoses along their entire length on both longitudinal edges. Wires are pulled through these hoses.
  • the hoses are inserted into the curls on the leg ends of the rails.
  • the roof is opened and closed by means of pulling ropes, which are attached to the rails and can be moved back and forth via driven shafts, rollers and guide rollers.
  • the roofing can be reinforced with the help of stabilizing ropes. This roofing is also unsuitable for mounting on a building wall.
  • Another tent construction is the subject of published patent application DE 34 18 994 (date of disclosure November 28, 1985).
  • This tent construction has a load-bearing frame, which consists of essentially vertical side supports and horizontal or inclined roof spars. The side supports are placed on the floor at regular intervals. Starting from at least one central node element, the roof spars radiate to the upper ends of the side supports and are connected to them.
  • each roof spar facing away from the central node element peripheral node elements with three hinge axes are arranged, one of which is connected to a side support and the other two are connected to horizontal cross bars. These cross bars run between the free ends of the roof bars.
  • the central node element is arranged on a vertical support or a fixed wall.
  • the tent construction also has side walls and a roof. The side walls are supported by the side supports and the roof by the roof spars. The side walls and the roof consist of interconnected tarpaulin parts. This tent construction is not collapsible. For their assembly and disassembly, the individual parts must be attached to one another or detached from one another.
  • the published patent application DE 43 22 417 (date of disclosure January 12, 1995), which represents a state of the art according to the preamble of claim 1, proposes a folding roof, the basis of which is formed by a frame.
  • a cylinder with a vertical axis is attached to the center of a transverse side of this frame.
  • Several roof racks extend radially from this cylinder.
  • the roof racks are connected on each side of the frame center as a group in the area of the cylinder at the top and bottom by a hinge.
  • Each roof rack group is assigned a swivel arm, which is attached radially to a shaft rotatably arranged in the area of the cylinder and is attached at its other end with a joint to the outer roof rack of the group, in such a way that the roof rack is pivoted beyond the frame adopt a radial position of a group via a semicircle, the associated hinge lying against the cylinder and spanning a tarpaulin as a semicircle.
  • the frame can be placed stationary on columns or posts. It can also be installed on a mobile sales stand.
  • This folding roof is primarily intended as a roof for exhibition stands or as sun protection for balconies and restaurants. Since the folding roof is circular, it is not suitable for mounting on a building wall.
  • the patent specification CH 678875 (publication date November 15, 1991) finally proposes an umbrella-like folding roof in which swivel arms are fastened to a central node element by means of a joint. Two adjacent swivel arms are connected to each other by means of a cloth section in the form of a sector, whereby a canopy is formed when the swivel arms are swung apart. The swivel arms are held in a horizontal position at the top and bottom by means of tension cables.
  • the Holding device in the form of a central node element with two spaced apart stacked, horizontally extending bearing plates is formed.
  • the screen is designed in such a way that it can also be mounted on a vertical wall. In particular with an opening angle of 180 ° or above, such an opening offers However, the umbrella does not have sufficient wind protection.
  • EP-A1-0 011 041 describes a mountable, for example, on a camp mobile Weather protection known, the holding device similar to that of the immediate the above-mentioned document is constructed. This weather protection in the form of a hinged umbrella does not offer sufficient wind protection.
  • BE-A-879 924 shows a kind of awning, according to an embodiment on outer end of the awning two approximately vertical supports are provided, which Support the free end of the awning towards the floor.
  • a wind and weather protection with a partition or side wall according to the generic term of claim 1 is known from US-A-4 981 152.
  • this wind and Weather protection is the partition or side wall in the form of foldable wall elements formed, wherein incisions are provided on the wall elements such that vertical side supports partially inserted through the respective wall element can be.
  • the invention has for its object a wind and weather protection of the above Way of creating what more comprehensive protection against weather influences offers.
  • the embodiments of the wind and weather protection according to the invention exclusively include those with side supports for forming a side wall segment and at least one wall element which at least partially closes the side wall segment.
  • a wind and weather protection in the form of a pavilion has a maximum opening angle of 180 ° and is not equipped with vertical side supports 34 or with a side wall (cf. FIGS. 1a and 2a to 3c). It is suitable, for example, for mounting on a building wall 3.
  • the central node element 2 of the roof 1 has two semicircular, horizontally running bearing plates 5, which are arranged at a certain distance above one another and without being offset from one another.
  • the radius of the bearing plates 5 is approximately 225 mm in the exemplary embodiment.
  • the node element 2 has a rectangular, vertically running holding plate 6 (cf. FIGS. 4a to 4c and 7a and 7c).
  • the two bearing plates 5 are connected to the holding plate 6 via a joint 7.
  • the joint 7 is located at a corner of the two bearing plates 5. It consists of two joint plates 8, which are attached to the upper and lower narrow side of the holding plate 6 and protrude laterally from it, and a vertical pivot axis 9, the upper and lower ends of which one articulated plate 8 is attached.
  • a sleeve 10 is rotatably fitted onto the pivot axis 9.
  • the two bearing plates 5 are attached to this sleeve 10.
  • the two bearing plates 5 can be swiveled through 90 °.
  • Node element 2 bearing plate 5 and holding plate 6 are elements of a holding device of the roof 1.
  • the holding plate 6 can lie on the same side of the joint 7 as the bearing plates 5 in the non-swung-out state (cf. FIG. 4a) or on the other side ( Not shown).
  • each roof spar 11 runs radially outward from the central node element 2 (cf. FIGS. 2a to 4c).
  • Various types of training are provided for the roof spars 11.
  • each roof spar 11 consists of a long main beam 12 (cf. FIG. 7d).
  • a flat plate 133 is welded or screwed under the hollow profile of a main beam 12 of a roof spar 11.
  • the distance between the bearing plates 5 of the node element 2 is chosen such that the inner end section of the main support 12 and the flat plate 133 welded or screwed thereon can be inserted between the two bearing plates 5.
  • the top of the main support 12 bears on the underside of the upper bearing plate 5 and the underside of the flat plate 133 on the upper side of the lower bearing plate 5.
  • each roof spar 11 consists of a long main beam 12 and a reinforcing framework (see FIGS. 7a and 7c).
  • the truss can be arranged below (cf. FIGS. 7a and 7b) or above (cf. FIG. 7c) of the main support 12. It has at least one short strut 13. This short strut 13 protrudes obliquely downwards or obliquely upwards in an inner section of the main carrier 12.
  • the framework can have additional reinforcing struts 4, which connect the long main beam 12 to the short strut 13.
  • Both the main beam 12 and the strut 13 and the reinforcing struts 4 preferably consist of square hollow profile strips.
  • the inner end section of the main support 12 is angled at an acute angle of, for example, 5 °.
  • the strut 13 protrudes at an acute angle in the upper section of the main support 12 on the underside thereof. In the exemplary embodiment, this angle is approximately 15 °.
  • the inner end portion of the strut 13 is also bent upward at an acute angle. This angle is about 5 °.
  • the inner ends of the main beam 12 and the strut 13 of a roof spar 11 lie in a common vertical plane. The length of the strut 13 is approximately 30% of the length of the main support 12.
  • the distance between the bearing plates 5 of the node element 2 is selected such that the inner end section of the main support 12 (in the case of non-reinforced roof spars 11) or the inner sections of the main support 12 and the strut 13 of each roof spar 11 (in the case of reinforced roof spars 11) between the two bearing plates 5 can be inserted.
  • the lower side of the main carrier 12 rests on the lower and the upper side of the main carrier 12 on the upper bearing plate 5.
  • the top of the main support 12 lies against the underside of the upper bearing plate 5 and the underside of the strut 13 lies against the top of the lower bearing plate 5.
  • the underside of the main support 12 rests on the upper side of the lower bearing plate 5 and the upper side of the strut 13 on the underside of the upper bearing plate 5.
  • the main beam 12 or the main beam 12 and the strut 13 of the central roof spar 11 are rigidly connected to the bearing plates 5. They are preferably welded or screwed onto this. The fastening points are located on the bisecting radius of the two bearing plates 5.
  • the main beams 12 or main beams 12 and the struts 13 of the six other roof spars 11 are each pivotably connected to the bearing plates 5 via a joint 14.
  • Each of these joints 14 has a vertically extending hinge axis 15 which projects at right angles on the side of the corresponding bearing plate 5 facing the respective roof spar 11.
  • the axis 15 of the joint 14 of the main support 12 and the axis 15 of the joint 14 of the strut 13 of a roof spar 11 are arranged on a line.
  • each bearing plate 5 can have a round hole for each hinge axis 15. Each of these holes receives an end portion of a hinge axis 15.
  • a joint sleeve 16 is rotatably fitted onto each joint axis 15.
  • the end face of each main beam 12 and each strut 13 is connected to the joint sleeve 16 of the corresponding joint 14.
  • the attachment points of the joints 14 are offset on the bearing plates 5 with respect to the straight end face and the bisecting radius, arranged at regular intervals and symmetrically to the bisecting radius.
  • the pivoting roof spars 11 can be pivoted in the direction of the rigidly fastened roof spar 11 until they run parallel to the latter (see FIGS. 2b and 3b).
  • the pivoted roof rails 11 can then be folded together by 90 ° by swiveling the bearing plates 5 out. In the folded state, the roof spars 11 run parallel to the holding plate 6 (cf. FIGS. 2c and 3c). If the holding plate 6 is screwed to a building wall 3, the roof spars 11 can thus be pivoted against the building wall 3 when the pavilion is not used.
  • the length of the struts 13 can be changed to a limited extent. This is accomplished in that each strut 13 is cross-divided.
  • the two strut parts 17 are connected by a short piece of metal strip 18, the diameter of which corresponds to the inside diameter of the strut 13 (cf. FIG. 7e).
  • the metal strip piece 18 is inserted into the adjacent sections of the two strut parts 17. It is rigidly attached to a strut part 17, preferably welded or screwed on. It is fixed to the other strut part 17 with the aid of two screws 19.
  • the strut part 17 is provided with a longitudinal slot 20 for the passage of the screws 19.
  • the metal strip piece 18 has two threaded bores into which the screws 19 can be screwed.
  • the mutually adjacent sections of the two strut parts 17 are connected to one another by a connecting piece 60 with a U-shaped cross section (cf. FIGS. 7f and 7g).
  • the two legs and the base side of this connecting piece 60 encompass the end sections of the two strut parts 17.
  • the connecting piece 60 is fastened to the two strut parts 17 with screws 62.
  • At least one of the two strut parts 17 has a longitudinal slot 61 for the passage of the screws 62.
  • the corresponding strut part 17 can be fixed in different positions in the axial direction of the strut 13.
  • the outer ends of the roof spars 11 can all have the same distance from the holding plate 6 (cf. FIG. 2b).
  • On the hinge plate 8 a is preferably by means of a vertical stand plate 112 Canopy 70 shaped like a sector of a circle, for example made of aluminum or steel (see. Fig. 8a to 8d) attached, which projects above the upper attachment of the tarpaulin 21 and thus closes the gap from the upper end of the tarpaulin 21 to the wall 3.
  • the Opening angle of the circular sector of the canopy 70 corresponds to the maximum Opening angle of the foldable roof 1.
  • the hinge plate 8 with the semicircular canopy 70 rigidly attached to it by means of the stand plate 112 can be folded against the wall, the canopy 70 is cut off at right angles to the wall 3 on the side located at the hinge, so the opening angle of the canopy 70 in the exemplary embodiment is approximately 120 °.
  • the cover panel 113 (cf. FIG. 9) is attached its lower end through a bent end plate perpendicular to the wall 3 114 provided.
  • the last part of the screen 113 can also to protect the ends of the support bars 11 by means of a magnet or Velcro fastener 115 closable flap cover 116 can be closed.
  • a semicircular tarpaulin 21 is attached to the roof spars 11.
  • the radius of the Tarpaulin 21 corresponds approximately to the length of the roof spars 11.
  • the tarpaulin 21 of the roof 1 preferably has a valance 78 which runs along its edges run and obscures the view of the roof spars 11 (see FIG. 7c).
  • the main beam 12 has each roof spar 11 on it Top of an undercut longitudinal groove 22 (see. Fig. 15) for attaching the Schedule 21.
  • the longitudinal grooves 22 have an approximately circular cross section.
  • the tarpaulin 21 is pressed into the longitudinal groove of each main beam 12. Thereby a bulge is formed in the tarpaulin 21 for each longitudinal groove 22.
  • a round rod 23 in the longitudinal groove 22 and pushed through the bulge of the tarpaulin 21.
  • the diameter of the Round bars are slightly smaller than the diameter of the undercut Longitudinal grooves 22. At the same time, however, it is larger than the width of the undercut Longitudinal grooves 22 on the top of the main beam 12. This allows the round bars 23 do not slide up out of the undercut longitudinal grooves 22.
  • the Tarpaulin 21 is between each round bar 23 and the corresponding longitudinal groove 22nd clamped.
  • the tarpaulin 21 is attached and pulled up tightly in the same way as described below for the inner roof spars, using a rope or stainless Steel rope 118, both through the eyelets attached to the roof spar 11 120 as well as through the aluminum round rods inserted into the hem of the tarpaulin runs, on another eyelet 120, which is attached to the upper end of the spar, deflected and on a tension spring 119, optionally in the area of FIGS. 1 and 2, Eyelet 120 is attached to the roof spar 11 (see FIG. 12), or inside at the bottom End of the roof spar 11 is attached (see. Fig. 10) is attached.
  • the fixation at the lower end of the roof spar 11 takes place in that the rope 118 to one Knots associated with a larger diameter than the diameter of the eyelet 120 and is thus fixed to the lowest eyelet 120.
  • This radial clamping device allows the fabric to migrate between those on the outermost roof spars 11 mounted eyelets, which causes distortion when opening and closing Collapsing can be mastered.
  • a rope 118 is attached to one in the upper part of the Tarpaulin 21 located eyelet (not shown) linked and via one in the top section of the roof spar 11 mounted pulley 117 into the interior of the hollow Dachholmes 11 out (see. Fig. 10). Two forms of attachment are possible.
  • the tension spring in the area of the 1st and 2nd eyelet 120 on the roof spar 11 (see FIG. 12) or in the lower end of the hollow roof spar 11 (see FIG. 10).
  • the tarpaulin In a third type of training, the tarpaulin must also be attached 21 on the two outermost roof spars 11 and that on the remaining roof spars 11 can be distinguished.
  • the main beam 12 of each roof spar 11 instructs an undercut longitudinal groove 22 on its upper side.
  • the tarpaulin 21 in the case of the two outermost roof spars 11, the tarpaulin 21 according to the second Type of training lined and cut.
  • the rope 118 is attached also according to the second type of training.
  • the eyelets 120 are not fixedly mounted on the roof spar 11, but movable.
  • the eyelets 125 on an axis 123, on the two rotatable hemispheres 124 are attached, mounted.
  • the diameter of the two at the hemispheres 124 mounted on the axis 123 is slightly smaller than that Diameter of the undercut longitudinal groove 22.
  • it is larger than the width of the undercut longitudinal grooves 22 on the top of the main beams 12.
  • the axis 123 with the two hemispheres 124 cannot go up slip out of the undercut longitudinal grooves 22 and is still in the Longitudinal axis of the roof spar 11 is freely movable.
  • the tarpaulin 21 is made according to the second type of training attached.
  • a tensioning device 24 is used to stretch the roof 1 (see FIGS. 15 and 16).
  • the tensioning device 24 consists of a tensioning rope 25, a deflection roller 26 and a winch 27.
  • a tensioning rope 25 of a tensioning device 24 is fastened.
  • the other outer roof spar 11 is fastened to the building wall with the aid of a fastening bracket 28.
  • the tensioning cable 25 is guided over a deflection roller 26 to a winch 27.
  • a winch 27 of the same type can be used as is also used in sailing ships for tensioning the trap and bulkheads.
  • the winch 27 is preferably operated with a hand lever. Of course, a motor-driven winch 27 can also be used.
  • the deflection roller 26 and the winches 27 of the tensioning device 24 are fastened to a vertical support 29 or building wall, which is arranged directly next to the building wall 3, on which the holding plate 6 is fixed.
  • the support 29 can be fixed directly to this wall 3.
  • the deflection rollers 26 and the winches 27 are arranged at a distance from the holding plate 6, which measures slightly larger than the width of the roof spars 11.
  • the fastening bracket 28 (cf. FIGS. 14 a and 14 b) has an essentially U-shaped cross section, the leg 32 which is fastened to the building being higher than the other leg 33.
  • the outermost roof spar 11 is on the fastening bracket 28 screwed.
  • the base plate 30 of the fastening bracket 28 has a longitudinal slot 31 for the passage of the screw or screws.
  • the bearing plates 5 of the node element 2 are pivoted in until the roof spars 11 run at right angles to the building wall 3 on which the holding plate 6 is fixed.
  • the outermost roof spar 11 is pivoted in the direction of the building wall 3.
  • the tensioning cable 25 is tightened using the winches 27.
  • the second outermost roof spar 11 is thereby pulled away from the central, rigidly fastened roof spar 11 in the direction of the building wall 3. He pulls the other pivotable roof spars 11.
  • the tarpaulin 21 of the roof 1 is thereby stretched.
  • a gathering device 48 can ensure that when the tarpaulin 21 is folded up, the tarpaulin sectors lying between the roof spars 11 do not hang too far down.
  • a first embodiment of the gathering device 48 (cf. FIGS. 18a to 21) consists of a plurality of deflection rollers 49, 50 and a sheet 51. Each deflection roller 49 is fastened to the top of the outer end section of each roof spar 11. Two deflection rollers 50 each are attached to the outer edge of each tarpaulin sector delimited by two roof spars 11. A sheet 51 runs over the deflection rollers 49, 50.
  • the deflection rollers 49 on the roof spars 11 are provided with a guide bracket 71 for the sheet 51.
  • a second embodiment of the gathering device 48 (see FIG. 22) consists of thin bars 75. In the outer section of each roof spar 11, two such bars 75 are fastened horizontally and pivotably. A slider 76 is slid onto each rod 75. The length of the glide path of this slider 76 is limited by two locking pieces 77.
  • a third type of embodiment of the gathering device 48 (see FIG. 23) consists of a plurality of freewheel eyelets 80, a multiplicity of small hooks 81 and an elastic, elongated expander 79.
  • the freewheel eyelets 80 are the hooks on the underside of the outermost roof spar 11 81 attached to the underside of the other outermost roof spar 11. Both the freewheel eyelets 80 and the hooks 81 are arranged at regular intervals in the longitudinal direction of the spar.
  • the hooks 81 and the freewheel eyelets 80 are offset from one another.
  • the expander 79 runs through all the freewheel eyelets 80.
  • the two ends of the expander 79 are fastened to the innermost or to the outermost freewheel eyelet 80 or to the roof spars 11.
  • the tarpaulin sectors lying between the roof spars 11 are bound upwards when the tarpaulin 21 is folded up, in each case by stretching a section of the expander 79 lying between two freewheel eyelets 80 and hanging it in the closest hook 81 on the opposite, outermost roof spar 11.
  • Another pavilion which does not fall within the scope of protection of the invention, has a maximum opening angle of 90 ° and is not equipped with vertical side supports or with a side wall (cf. FIGS. 5a to 6b). It is suitable, for example, for mounting on an inside corner of a building.
  • pavilions with a maximum opening angle of 90 ° are also provided, which according to the invention have vertical supports.
  • the central node element 2 of the roof 1 has two horizontally extending bearing plates 5 in the form of segments of a circle with an opening angle of 90 °.
  • the radius of the bearing plates 5 is also about 225 mm in the embodiment.
  • the node element 2 has one or two rectangular, vertically extending holding plates 6.
  • the straight end faces of the bearing plates 5 are fixedly and immovably connected to the holding plates 6.
  • the holding plates 6 are fixed to the building walls 3 converging on the corner of the building.
  • roof spars 11 run radially outward from the central node element 2.
  • the roof spars 11 are essentially the same as in the first pavilion.
  • the main beams 12 or the main beams 12 and the struts 13 of all roof spars 11 are pivotally connected to the bearing plates 5 via a joint 14.
  • the joints 14 are of the same design here as in the first pavilion.
  • the fastening points of the roof spars 11 are offset on both bearing plates 5 with respect to the two straight end faces of the bearing plates 5, arranged at regular intervals and symmetrically to the bisecting radius.
  • the roof spars 11 can be pivoted in the direction of one of the two outer roof spars 11 until they run parallel to this and parallel to the corresponding building wall 3.
  • the outer ends of the roof spars 11 are preferably at the same distance from the holding plate 6 to which they run at right angles. In this case, their lengths vary slightly because their fastening points are at different distances from the corresponding holding plate 6 (cf. FIG. 5b).
  • a circular segment-shaped tarpaulin 21 is fastened to the roof spars 11.
  • the opening angle of this tarpaulin 21 is 90 °. Their radius corresponds approximately to the length of the roof spars 11.
  • the tarpaulin 21 is attached to the roof spars 11 in the same way as in the first pavilion.
  • One of the outermost roof spars 11 is rigidly fixed to a building wall 3 with a fastening bracket 28.
  • the tensioning cable of the tensioning device 24 is fastened to the other outermost roof spar 11.
  • the tensioning cable 25 is simply tightened using the winches 27.
  • the outermost roof spar 11, on which the tensioning cable 25 engages, is thereby pulled away from the roof spar 11 rigidly fastened to the one building wall 3 in the direction of the other building wall 3.
  • the tarpaulin 21 of the roof 1 is thereby stretched.
  • a third pavilion has a maximum opening angle of 180 ° and is equipped with vertical side supports (see FIGS. 1c and 17) or a side wall.
  • the entire pavilion is provided with side supports 34.
  • the embodiment with side supports and side wall represents an exemplary embodiment according to the invention.
  • the central node element 2, the roof spars 11, the tarpaulin 21 and the tensioning device 24 are configured here essentially the same as in the first pavilion.
  • a vertical side support 34 is attached to the outer end of each roof spar 11.
  • the outer end section of each roof spar 11 is connected to the upper end of a vertical side support 34 (cf. FIGS. 1c, 17 and 24).
  • quick-release fasteners 35 are used for the connection, which operate according to the key-lock principle (see FIGS. 33a to 37b).
  • Such a quick-release fastener 35 consists of a T-shaped connecting element 36, an end plate 37, a guide cylinder 38 and a fastening screw 39.
  • the end plate 37 is fastened to the upper end face of a side support 34.
  • the guide cylinder 38 has a continuous longitudinal bore which runs along its longitudinal axis.
  • the T-shaped connecting element 36 has two rectangular beards 53 at one end section of the shaft 52.
  • the shaft 52 is inserted into the longitudinal bore of the guide cylinder 38.
  • the T-shaped connecting element 36 can be displaced vertically within the guide cylinder 38 within the side support 34.
  • the locking takes place by means of a fastening screw 39, which is provided with a lever handle 135.
  • the outer end section of each roof spar 11 is provided with an opening (not shown), the shape of which corresponds to the cross-sectional shape of the connecting element 36 in the region of the beard 53.
  • FIGS. 35 and Fig. 36 A second, simpler type of design of the quick-release fastener 35 is shown in FIGS. 35 and Fig. 36 shown.
  • the connecting element 36 of this quick release 35 can the length cannot be adjusted. So that the connection has no play, the Roof spar 11 has an indentation 56, which acts as a stop for the connecting element 36 serves.
  • a third type of design of the quick-release fastener 35 (cf. FIGS. 37a and 37b) is trained essentially the same as the first type of training (see Fig. 33), the However, the length-adjustable connecting element is not locked by a fastening screw 39, but by means of a compression spring 55, which is inserted between a lock nut 137 and a washer 138. At the length-adjustable connecting element is essentially a laterally milled screw 136, the shape of which is substantially the same as the end portion of the shaft 52 according to the first type of training.
  • the guide cylinder 38 has a continuous longitudinal bore which runs along its Longitudinal axis runs.
  • the side support 34 In order to connect a side support 34 to a roof spar 11, the side support 34 is brought into a rotational position such that the outer end section of the connecting element 36 can be inserted into the opening on the roof spar 11. The side support 34 is then rotated through 180 ° about its longitudinal axis. The connecting element 36 can no longer be pulled out of the opening.
  • a locking pin 40 prevents the side support 34 from being turned on unintentionally and the connection thereby being released again.
  • This locking pin 40 runs parallel to the shaft 52 of the connecting element 36.
  • the end plate 37 has a continuous bore in the edge region through which the locking pin 40 runs.
  • the locking pin 40 is provided at its lower end section with a laterally projecting projection. This projection protrudes through a longitudinal slot in a wall of the side support 34.
  • the locking pin 40 can be held on this projection and moved along the side support 34.
  • Each roof spar 11 has a through hole on the underside of its outer end section, into which the upper end section of the securing pin 40 can be pushed.
  • Quick fasteners 35 of the type described can also be used to fix the side supports 34 to the floor.
  • a floor element 41 is inserted into the floor, the upper side of which is flush with the floor surface (concrete, gravel, sand, lawn) (cf. FIG. 33b).
  • the upper side has a keyhole-like opening 134 in the center and on the two legs, into which the connecting element 36 of a quick-release fastener 35 can be inserted.
  • the side supports 34 can also each carry a wheel 42 at their lower end, so that the pavilion can be pivoted effortlessly.
  • the wheels 42 are alternately rotatably attached to the inner and outer walls of the supports 34 (see FIG. 17). They protrude from the bottom of the supports. When all roof spars 11 and side supports 34 of the pavilion have been pivoted together, all of the wheels 42 are initially on the ground.
  • the entirety of all side supports 34 thus have an elongated standing surface, which makes it impossible for the side supports 34 and the roof spars 11 to be folded together against the building wall 3. According to the invention, this problem is solved in that all lateral side supports 34 are suspended from the central lateral support 34, so that only the wheel 42 of the central lateral supports 34 touches the ground (cf. FIG. 25).
  • each lateral, vertical side support 34 is provided with an end plate 44.
  • This end plate 44 is provided with a through hole in which a hook 43, 45 can be hung.
  • a hook 45 protrudes laterally.
  • the side supports 34 directly adjoining the central side support 34 are suspended from the central side support 34.
  • Each side support 34 lying further out is suspended in each case from the side support 34 adjoining it on the inside. In order to be able to hang the side supports 34 together, they have to be lifted somewhat and the roof spars 11 can consequently be pivoted slightly upwards.
  • each roof spar 11 is severed in an inner section.
  • the resulting carrier parts are connected to one another by a joint 46 (see FIGS. 25 and 32).
  • the hinge 46 consists of two plates 47, which are inserted into the adjacent sections of the two support parts.
  • the width of the plates 47 is less than the height of the main support 12.
  • the plates 47 rest on the inside of the two side walls of each support part. They are rigidly attached to a carrier part, preferably welded on. They are attached to the other support part with the help of a screw.
  • the two side walls of this support part and the two plates 47 are provided with through bores for passage of the screw which are aligned with one another.
  • the roof spars 11 with the side supports 34 are first pivoted away from the building wall 3 to which the central node element 2 is attached until they run at right angles to the latter.
  • the side supports 34 are then suspended from one another. Then you pivot the roof spars 11 and side supports 34 from each other until each side support 34 is at its attachment point.
  • the side supports 34 are fixed to the floor in a next step. Then the roof 1 is spanned with the help of the tensioning devices 24.
  • In order to fold the pavilion one must first detach side supports 34 from the floor and swivel them together with the roof spars 11 into the middle. The side side supports 34 are now hung on the middle side support 34.
  • the side wall of the pavilion can extend over the entire circumference or only over a partial circumference of the pavilion.
  • the side wall consists of a fastening rail 82, vertical supports 83 with fastening elements 84, cross struts 85 and wall elements 86 (cf. FIG. 26).
  • the shape of the fastening rail 82 essentially corresponds to the outline of the side wall (cf. FIG. 27). It is therefore divided into several straight sections, which are angled against each other.
  • the size of the angle between two sections depends on the number of roof spars 11, since the outer ends of roof spars 11 form a regular polygon when roof 1 is fully open, and a corner of fastening rail 82 lies vertically under each end of roof spar 11 ,
  • the fastening rail 82 which preferably consists of a metal square profile strip, has three slots which are arranged one behind the other in the longitudinal direction of the fastening rail.
  • a slot 87 is located here, with the roof 1 open, just below the outer roof rail end.
  • the two other slots 88 are each arranged on one side of the middle slot 87.
  • Another slot 89 is located in the middle of each straight section.
  • the mounting rail 82 is preferably embedded in the floor so that its top surface is flush with the floor surface.
  • a vertical support 83 is arranged at the outer end of each roof spar 11.
  • the side supports preferably have a round cross section.
  • Each side support is attached to the mounting rail via a bolt-slot connection.
  • the bolt-slot connection consists on the one hand of a bolt 90 which projects from the lower end face of a vertical support 83, and on the other hand from one of the central slots 87 at a corner of the fastening rail 82.
  • the fastening of the vertical supports 83 at the outer end of each roof spar 11 also takes place via a bolt-slot connection.
  • This bolt-slot connection consists on the one hand of a bolt 91 which projects from the upper end face of a vertical support 83 and on the other hand of a transverse slot on the underside of each roof spar 11.
  • each side support 83 carries a fastening element 84 (cf. 26, 29a to 30b).
  • the fastening elements 84 serve to fasten the wall elements 86 and the cross struts 85.
  • Such a fastening element 84 is divided into two parts 92.
  • Each part 92 consists of a U-profile strip.
  • the two parts 92 are angled towards each other.
  • the angle between the two parts 92 corresponds to the angle between the straight sections of the fastening rail 82. So that a fastening element 84 can be attached to a side support 83, there is a tube between the two parts through which the upper end of a side support 83 is inserted can.
  • Two adjacent side supports 83 are in their upper end section by one Cross strut 85 connected to each other.
  • the two ends of a cross strut 85 are fixed to the fasteners 84 of the adjacent side supports 83.
  • the Cross strut end sections 85 lie on the horizontal legs of each other facing parts of the two fasteners 84.
  • Both legs of a fastening element 92 have one on the U-profile strip bolt lock 108 installed.
  • the bolt lock 108 consists of a bolt 109 and a rotary knob 110.
  • the cross struts 85 have on their outer Each end has a longitudinal cut 111.
  • the cross strut 85 is in the second Type of training fixed to a fastener 84 in which the bolt 109 with a rotation of the rotary knob 110 is brought into a horizontal position, so that it is exactly in the longitudinal section 111 of the placed on the fasteners Transverse struts 85 protrudes.
  • the cross strut 85 can then be rotated about 90 ° of the knob 110 can be locked, that is, the bolt 109 is then transverse to the longitudinal section.
  • the cross strut 85 is on the underside in the two Provide end sections and in the middle of the struts with a longitudinal slot. This three longitudinal slots 97 are used to fasten the wall elements according to the invention 86th
  • Each wall element 86 (cf. FIG. 28) consists of a rectangular frame 98 and a frame filling 99.
  • the frame filling 99 can consist of acrylic glass, fabric or another suitable flat material.
  • the frame 98 consists of two vertical strips 100 and two horizontal strips 101 and a horizontal clamping strip 102.
  • the clamping strip 102 serves to clamp the frame filling 99 if it consists of flexible material.
  • the tensioning bar 102 is arranged on the inside of the lower horizontal bar 101 and fastened to it by means of two screws 137. These two screws 137 make it possible to change the distance between the tensioning bar 102 and the lower horizontal bar 101.
  • the frame 98 serves to fasten the frame filling 99 Frame filling 99 inserted into the undercut longitudinal groove 103 and clamped in the longitudinal groove 103 with the aid of a hose 104 which is pulled through the longitudinal groove (cf. FIG. 29).
  • the frame 98 is fixed with the aid of two bolt-slot connections on the cross strut 85 and on the fastening rail 82.
  • the bolts 105 can be displaced in the vertical sections in the end sections of the vertical strips 100 and can be locked in any longitudinal positions.
  • One or two screws 106 are used for locking each, which are screwed into a threaded bore running transversely through the bolt 105.
  • the screws 106 are accessible via longitudinal slots 107 in the vertical strips 100.
  • the screws 106 of the bolts 105 of the two upper bolt-slot connections are preferably each provided with a lever which allows the screws to be loosened and tightened by hand.
  • the vertical supports 34 considerably increase the resistance of the roof 1 against wind load.
  • the side wall serves as a windbreak.
  • the side wall can also be used without roof 1 and then serves as a side windbreak.
  • a fourth pavilion has a maximum opening angle of 270 ° (cf. FIGS. 38 to 42).
  • the central node element 2 of the roof 1 consists of a large part 63 and a small part 64. These two node element parts 63, 64 are pivotally connected to one another via a joint 65.
  • the large node element part 63 has two semicircular, horizontally running bearing plates 5, which are arranged at a certain distance above one another and without being offset from one another.
  • the large node element part 63 has a holding plate 6.
  • the holding plate 6 can lie on the same side of the joint 7 as the bearing plates 5 in the non-swung-out state (see FIG. 4a) or on the other side (not shown).
  • the holding plate 6 is angled at right angles. This holding plate 6 is attached to the attachment points of a building.
  • the two bearing plates 5 of the large node element part 63 are connected to the holding plate 6 via a joint 7.
  • the joint 7 is located at a corner of the two bearing plates 5. It is essentially of the same design as in the first of the proposed pavilions.
  • From the large node element part 63 seven roof spars 11 run radially outwards.
  • the roof spars 11 are essentially the same as in the first pavilion.
  • the central roof spar 11 is rigidly connected to the bearing plates 5.
  • the other roof spars 11 are each pivotally connected to the bearing plates 5 via a joint 14.
  • the joints 14 are of the same design as in the first pavilion.
  • the small node element part 64 has two horizontally running, circular segment-shaped bearing plates 5 with an opening angle of 90 °.
  • Three roof spars 11 run radially outward from the small node element part 64.
  • the roof spars 11 are essentially the same as in the first pavilion.
  • the roof spar 11, which faces away from the large node element part 63, is rigidly attached to the small node element part 64.
  • the two other roof spars 11 are each pivotally connected to the bearing plates 5 via a joint 14.
  • the two bearing plates 5 of the small element part 64 are pivotally connected to the free corner of one bearing plate 5 of the large node element part 63 via the joint 65.
  • the joint 65 is fastened on the one hand to a corner of each bearing plate 5 of the small node element part 64, and on the other hand to the free corner of each bearing plate 5 of the large node element part 65.
  • the joint 65 has two outer joint plates 66, two inner joint plates 67, a joint sleeve 68 and a joint axis 69 (cf. FIG. 42).
  • the two outer joint plates 66 are each fixed to the outside of a bearing plate 5 of the large or small node element part 63. They protrude on that side of the bearing plates 5 which faces the small node element part 64.
  • the two inner joint plates 67 are fixed on the inside of each of a bearing plate 5 of the small or large node element part 64.
  • the hinge axis 69 is arranged in the hinge sleeve 68.
  • a fifth pavilion has a maximum opening angle of 360 ° and, according to the invention, can be equipped with vertical side supports or with a side wall (cf. FIGS. 43 to 47b). It is suitable, for example, for roofing open spaces where there is no house wall to fasten.
  • the central node element 2 has two oval, horizontally running bearing plates 5, which are arranged at a certain distance above one another and without being offset from one another.
  • 14 roof spars 11 run radially outward from the central node element 2, of which two exactly opposite ones are rigidly connected to the central node element 2.
  • the other roof spars 11 are each pivotally connected to the bearing plates 5 via a joint 14.
  • the joints 14 and the roof spars 11 are essentially the same as in the first pavilion.
  • the central node element is fastened to a vertical central support 126 (cf. FIG. 47a).
  • the central node element is fastened to a curved support 127 (cf. FIG. 47b). This has the advantage that the space under the pavilion can be used freely.
  • a third embodiment (not shown) of a pavilion with a maximum opening angle of 360 °
  • two semicircular node elements according to the first exemplary embodiment are attached to one another on a bridge girder.
  • the bridge girder lies at its ends on two vertical steel girders, the length of the bridge girder is determined by the radius of the pavilion.
  • Roof spars extend radially outward from the two central node elements, of which the central roof spar is rigidly connected to the central node element.
  • the other roof spars are each pivotally connected to the bearing plate via a joint.
  • the joints and roof spars are essentially the same as in the first pavilion. In the swung-together state, all roof spars are parallel to the bridge girder and are protected there by an aluminum cover attached to the bridge girder.
  • a sixth pavilion has a maximum opening angle of more than 180 ° and according to the invention with vertical side supports or with a side wall be equipped (see Fig. 48 to Fig. 52). It is suitable for example for the Mounting on both a concave and a convex curved (not shown) or correspondingly beveled facade (see. Fig. 50 to 51).
  • the central node element 2 of the roof 1 has two circular, horizontally running bearing plates 5, which are arranged at a certain distance and without being offset from one another.
  • 7 roof spars 11 extend radially outward from the central node element 2, of which the central roof spar 11 is rigidly connected to the central node element 2.
  • the other roof spars 11 are each pivotally connected to the bearing plates 5 via a joint 14.
  • the joints 14 and the roof spars 11 are essentially the same as in the first pavilion. So that a larger opening angle than 180 ° is possible, all roof spars 11 are attached to the node element 2 in a circular segment of 180 °.
  • the pivotable roof spars 11 can be pivoted in the direction of the rigidly fastened roof spar 11 until they run parallel to this (see FIG. 50).
  • These pivoted roof rails 11 can then be pivoted together by 90 ° by rotating the circular bearing plate by 90 ° about its own axis.
  • the circular bearing plates 5 are rotatably mounted on a wall fastening 128 (cf. FIG. 52).
  • a bracket 129 which is mounted on the building wall and to which a round tube 130 is welded, serves as the wall attachment.
  • a round solid iron 131 is guided through this round tube 130, the upper and lower ends of which are guided through the upper and lower circular bearing plates 5.
  • the fastening takes place below and above by a split pin 132, which is guided through the round solid iron 131.
  • a seventh pavilion has a maximum opening angle of 180 ° and can equipped according to the invention with vertical side supports or with a side wall (see FIGS. 53 to 58) and has an asymmetrical main pivot on.
  • this pavilion is always suitable for installation where the central one Node element not installed exactly in the middle of the area to be covered can be.
  • the central Node element to be attached to a beam 138 because it is for static reasons could not be attached to the wall 3. So that the canopy nonetheless Covering the balcony symmetrically must be one with an asymmetrical main pivot be attached to the beam in the manner shown.
  • the central node element in the seventh pavilion has two semicircular horizontally extending bearing plates 5, which are at a certain distance and not offset are arranged to each other.
  • roof spars 11 Run from the central node element 2 7 roof spars 11 radially outwards, of which the central roof spar 11 is rigid with the central node element 2 is connected.
  • the other roof spars 11 can be pivoted via a joint 14 with the bearing plates 5 connected.
  • the joints 14 and the roof spars 11 are essentially trained like the first pavilion.
  • the proposed pavilion is primarily for roofing and wind protection provided by garden seats. However, he can, if necessary, for the Canopy and wind protection from any open space can be used.
  • the proposed pavilion can also be left in strong wind. He can be assembled and disassembled with little effort. Furthermore, it shows a simple one Construction on and is correspondingly inexpensive to manufacture. In the unused, when folded, it also requires very little Place. This combination of advantages has none of the known protective devices.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Tents Or Canopies (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Seal Device For Vehicle (AREA)
  • Building Awnings And Sunshades (AREA)

Claims (31)

  1. Protection contre le vent et les intempéries
    Avec paroi frontale ou latérale, comprenant:
    au moins deux montants latéraux fixes, respectivement deux montants (34,83) verticaux et séparés, permettant la formation d'un segment de paroi latérale, et
    au moins un élément de paroi (86) fermant, au moins partiellement, le segment de paroi latérale,
       caractérisée par:
    un toit (1) pliable équipé de fixations amovibles à la paroi frontale ou latérale, ce toit (1) pliable comprenant:
    un dispositif de fixation (2,5,6) disposant d'un élément nodal central (2) composé de deux plaques d'appui (5) horizontales et espacées verticalement.
    Au dispositif de fixation (2,5,6) sont reliés des longerons (11) horizontaux montés sur paliers orientables et composés chacun d'au moins un bras principal (12) allongé, le segment terminal intérieur de chacun de ces bras principaux (12) pouvant être intercalé, dans toutes les conditions d'exploitation, entre les plaques d'appui (5), dont l'espacement aura été réglé dans ce but, et fixé à au moins une des plaques d'appui (5).
    Une bâche (21) fixées aux longerons (11) et
    Au moins un dispositif d'ouverture pour l'extension du toit (1).
  2. Protection contre le vent et les intempéries selon la revendication 1, caractérisée par: chaque longeron (11) est équipé, en complément des bras principaux (12), d'un colombage avec au moins une courte contre-fiche (13), fixée, de préférence, sous la plaque (133) ou, renforcée et fixée au-dessous ou au-dessus des bras principaux (12).
  3. Protection contre le vent et les intempéries selon la revendication 2, caractérisée par: le segment terminal intérieur du bras principal (12) et le segment terminal intérieur de la contre-fiche (13) sont fixés par un palier orientable, à l'une, respectivement l'autre des plaques d'appui(5).
  4. Protection contre le vent et les intempéries selon les revendications 1 à 3, caractérisée par: une plaque de fixation (6) placée verticalement retient l'élément nodal (2) dont les deux plaques d'appui (5) sont fixées, horizontalement et orientables, à la plaque de fixation (6) par l'articulation (7) se trouvant à l'un des angles de chacune des deux plaques d'appui (5).
  5. Protection contre le vent et les intempéries selon l'une des revendications précédentes, caractérisée par: le segment intérieur du bras principal (12) est incliné vers le bas avec un angle aigu de préférence de 5°, respectivement le segment intérieur du bras principal (12) est incliné vers le bas avec un angle aigu de préférence de 5° et le segment intérieur de la contre-fiche (13) est plié vers le bas ou vers le haut avec un angle aigu, de préférence de 5°.
  6. Protection contre le vent et les intempéries selon l'une des revendications précédentes, caractérisée par: le bras principal (12), respectivement le bras principal (12) et la contre-fiche (13) du longeron médian (11) sont fixés de façon rigide aux plaques d'appui (5) et les bras principaux (12), respectivement les bras principaux (12) et les contre-fiches (13) des autres longerons (11) sont reliés aux plaques d'appui (5) par une articulation oscillante (14), les axes (15) des articulations (14) des bras principaux (12), respectivement des bras principaux (12) et des contre-fiches (13) de chacun des longerons étant alignés.
  7. Protection contre le vent et les intempéries selon la revendication 2, caractérisée par: chaque contre-fiche (13) est composée d'au moins deux éléments de contre-fiche (17) qui sont reliés d'un segment d'élément de contre-fiche (17) à l'autre, par une pièce métallique (18) insérée et fixée rigidement à l'un des éléments de contre-fiche (17) et de manière réglable, à l'autre élément (17).
  8. Protection contre le vent et les intempéries selon les revendications 2 à 6, caractérisée par: chaque contre-fiche (13) est composée d'au moins deux éléments de contre-fiche (17) dont les segments sont reliés par un manchon de liaison (60) de section profilée en U, tenant compte que les deux traverses et la base du manchon de liaison (60) sont fixés à l'un des éléments de contre-fiche (17) par des vis de fixation (62) coulissant dans le trou oblong (61) de l'élément de contre-fiche (17).
  9. Protection contre le vent et les intempéries selon l'une des revendications précédentes, caractérisée par: le bras principal (12) de chaque longeron (11) comporte une rainure longitudinale (22) dans sa partie supérieure pour la fixation de la bâche (21), la bâche (21) étant, par la formation d'un bourrelet, insérée dans la rainure et retenue par un fer rond (23) introduit depuis l'extrémité frontale de chaque bras principal (12) dans la rainure longitudinale (22) et au travers du bourrelet de la bâche (21).
  10. Protection contre le vent et les intempéries selon les revendications 1 à 8, caractérisée par: le bras principal (12) de chaque longeron (11) est équipé de préférence d'un dispositif radial d'ouverture (117 à 122), avec butée à ressort, pour la fixation de la bâche (21) sur la longueur du longeron (11) et que l'une des extrémités de ce dispositif radial d'ouverture (117 à 122) est fixée au bras principal (12) et l'autre extrémité du dispositif radial d'ouverture (117 à 122) à la bâche (21); la bâche (21) étant, de préférence, à son extrémité, dans la région des deux longerons (11) extérieurs, repliée vers le haut et cousue sous la forme d'un ourlet, les longerons (11) extérieurs étant équipés d'anneaux (120) espacés permettant la fixation ou le pliage de la bâche (21) au moyen d'un cordon (118) passant au travers des anneaux (120) et de l'ourlet de la bâche, ce cordon étant retenu par un ressort de tension (119) logé dans le longeron (11) concerné et fixé à l'extrémité inférieure de ce même longeron (11).
  11. Protection contre le vent et les intempéries selon les revendications précédentes, caractérisée par: chaque dispositif d'ouverture (24) a un cordon tendeur (25) qui est fixé à l'extrémité inférieure d'un longeron (11) extérieur; une poulie de renvoi (26) et l'enrouleur (27) de chaque dispositif d'ouverture (24) étant fixé à un montant vertical (29) ou à un mur; et l'autre longeron (11) extérieur étant fixé à un mur à l'aide d'un étrier de fixation (28) tenu par des vis.
  12. Protection contre le vent et les intempéries selon la revendication 11, caractérisée par: l'étrier de fixation (28) est un profilé en forme de U dont l'un des côtés est fixé plus haut sur le montant (32) fixé au mur ainsi que sur le montant (33) fixé au longeron (11), et que la plaque de base (35) de l'étrier de fixation (28) est usiné avec un trou oblong (31) permettant le passage d'une ou plusieurs vis.
  13. Protection contre le vent et les intempéries selon au moins la revendication 4, caractérisée par: l'élément nodal central (2) d'un toit (1) avec un angle d'ouverture d'env. 270° est partagé en un grand secteur relié par la pièce de liaison (63) et la plaque de fixation (6) perpendiculaire à l'articulation (7), et un petit secteur (64) relié au grand secteur (63) par une articulation oscillante (65).
  14. Protection contre le vent et les intempéries selon la revendication 13, caractérisée par: l'articulation (65) est fixée d'un côté à un bord de chacune des plaques d'appui (5) et au petit secteur de l'élément nodal (64), et, d'un autre côté, au bord libre de chacune des plaques d'appui (5) du grand secteur de l'élément nodal (65), l'articulation se compose de deux plateaux d'articulation (66) extérieurs, fixés sur le côté extérieur des plaques d'appui (5) du grand secteur de l'élément nodal (63) pour une part et du petit secteur de l'élément nodal (64) pour une autre; de deux plateaux d'articulation (67) intérieurs fixés sur le côté intérieur des plaques d'appui (5) du grand secteur de l'élément nodal (63) pour une part et du petit secteur de l'élément nodal (64) pour une autre; une douille d'articulation (68) placée entre les plaques, et un axe d'articulation (69) inséré dans la douille d'articulation (68).
  15. Protection contre le vent et les intempéries selon les revendications 13 ou 14, caractérisée par: le grand secteur de l'élément nodal (63) est équipé de deux plaques d'appui (5) horizontales de forme semi-circulaire et le petit secteur de l'élément nodal (64) de deux plaques d'appui (5) horizontales et circulaires avec un angle d'ouverture de 90°, et que le longeron (11) bordant le grand secteur de l'élément nodal (63) est fixé rigidement au petit secteur de l'élément nodal (64).
  16. Protection contre le vent et les intempéries selon l'une des revendications 1 à 12, caractérisée par: l'élément nodal central (2) pour un toit (1) avec un angle d'ouverture maximal de 360° est équipé de deux plaques d'appui (5) ovales et appliquées l'une sur l'autre; plusieurs longerons (11) se déploient radialement à partir de l'élément nodal central (2), dont deux, exactement opposés, sont fixées, et les autres articulés, sur l'élément nodal central (2); et que l'élément nodal central (2) est fixé à un montant central vertical (126), à un bras recourbé (127) ou à une poutre porteuse.
  17. Protection contre le vent et les intempéries selon l'une des revendications 1 à 12, caractérisée par: l'élément nodal central (2) pour un toit (1) avec un angle d'ouverture de plus de 180° est équipé de deux plaques d'appui (5) circulaires, appliquées l'une sur l'autre et montées de manière orientable à une fixation murale (128-132, 138) afin que les longerons (11) rétractables et fixés sur un segment de 180° de l'élément nodal central (2) soient pivotables de 90° par rapport aux plaques d'appui (5).
  18. Protection contre le vent et les intempéries selon la revendication 17, caractérisée par: l'élément nodal central (2) a un point de rotation principal asymétrique.
  19. Protection contre le vent et les intempéries selon l'une des revendications précédentes, caractérisée par: un dispositif de pliage (48) avec plusieurs poulies de renvoi (49,50), où une poulie de renvoi (49) est montée à l'extrémité supérieure de chaque longeron (11) et deux poulies de renvoi (50) sont montées aux bords extérieurs de chaque secteur de bâche déterminé par deux longerons (11); et que chaque poulie de renvoi (49,50) est équipée de préférence d'un étrier de guidage (71,72) pour le cloisonnement (51).
  20. Protection contre le vent et les intempéries selon l'une des revendications 1 à 18, caractérisée par: un dispositif de pliage (48) composé de fines tiges (75) pivotant horizontalement et fixées sur le segment extérieur de chaque longeron, et de glissières (76) insérées sur chacune des tiges (75) et fixées au bord extérieur d'un secteur de bâche, la course de la glissière (76) étant limitée par deux butées (77) fixées sur la tige (77).
  21. Protection contre le vent et les intempéries selon l'une des revendications 1 à 18, caractérisée par: un dispositif de pliage (48) composé de plusieurs anneaux libres (80) fixés à la partie inférieure d'un longeron (11) extérieur, de plusieurs crochets (81) fixés à la partie inférieure de l'autre longeron (11) extérieur, et d'un extenseur (79) dont les deux extrémités sont fixées à l'anneau (80) le plus intérieur, respectivement le plus extérieur ou au longeron (11) et dont le cheminement passe, en position détendue, au travers de tous les anneaux libres (80).
  22. Protection contre le vent et les intempéries selon l'une des revendications précédentes, caractérisée par: deux montants voisins (83) sont reliés ensemble dans leur partie supérieure par une entretoise (85) et dans leur partie inférieure par un rail de fixation (82); les deux extrémités de l'entretoise (85) étant bloquées par des éléments de fixation (84) aux deux montants (83); les deux extrémités de chaque entretoise (85) sont équipées d'un trou oblong (97) prévu pour la fixation de l'élément de paroi (86), la forme du rail de fixation (82) étant en principe profilé de façon identique à la section de l'élément de paroi et composé, de préférence, de plusieurs sections droites et parallèles.
  23. Protection contre le vent et les intempéries selon la revendication 22, caractérisée par: chaque élément de paroi (86) se compose d'un cadre rectangulaire (98) avec deux listes verticales (100) et deux listes horizontales (101), d'une cloison de remplissage (99) fixée de préférence avec une liste de fixation (102) horizontale, et le cadre (98) étant fixé à l'entretoise (85) et au rail de fixation (82), de préférence, avec des vis au travers du trou oblong.
  24. Protection contre le vent et les intempéries selon l'une des revendications précédentes, caractérisée par: le montant vertical latéral (34) est fixé à l'extrémité extérieure d'un longeron (11).
  25. Protection contre le vent et les intempéries selon la revendication 24, caractérisée par: l'extrémité supérieure du montant latéral (34) est fixée au segment extérieur d'un longeron (11) à l'aide d'un dispositif à fermeture rapide (35) travaillant selon le principe du trou de serrure; il se présente sous la forme d'un élément de liaison en T (36) avec une tige (52) portant deux pannetons rectangulaires (53) à l'une de ses extrémités; une plaque de fermeture (37) obturant l'extrémité supérieure du montant latéral (34); un cylindre de guidage (38) percé d'un alésage sur toute sa longueur pour l'insertion de la tige (52) et équipé d'une vis de serrage (35) avec une poignée manuelle (135) pour le blocage de l'élément de liaison en T (36) sur le cylindre de guidage (38).
  26. Protection contre le vent et les intempéries selon la revendication 25, caractérisée par: le segment extérieur du longeron (11) est percé d'un orifice dont le contour correspond à la section de l'élément de liaison au droit des pannetons (53).
  27. Protection contre le vent et les intempéries selon la revendication 24, caractérisée par: l'extrémité supérieure du montant latéral (34) est fixée au segment terminal extérieur du longeron (11) à l'aide d'un dispositif de fixation rapide (35) travaillant selon le principe du trou de serrure, comprenant un élément de liaison (36) équipé d'au moins un panneton (53) à l'extrémité de la tige (52) et une plaque de fermeture obturant l'extrémité du montant latéral (34) pour recevoir la tige (52); et que le longeron (11) possède un renforcement (56) servant de butée pour l'élément de liaison (36).
  28. Protection contre le vent et les intempéries selon l'une des revendications précédentes, caractérisée par: les montants latéraux (34) sont fixables au sol à l'aide de fixations rapides (35) travaillant selon le principe du trou de serrure, et d'éléments de base (41) dont le côté supérieur est équipé d'une plaque permettant la fixation avec un système en trou de serrure, ou de douilles filetées dont l'extrémité supérieure est de forme en trou de serrure, pour l'insertion des vis filetées (50) de l'élément de fixation (35); et l'extrémité inférieure est fermée par un ancrage dans le sol (58).
  29. Protection contre le vent et les intempéries selon l'une des revendications précédentes, caractérisée par: l'extrémité inférieure des montants latéraux (34) est équipée de roues folles saillantes (42) et que ces roues (42) sont montées alternativement d'un montant latéral (34) à l'autre, sur la face intérieure et extérieure des montants latéraux (34).
  30. Protection contre le vent et les intempéries selon la revendication 29, caractérisée par: lorsque le toit (1) est entièrement replié et que les mâts latéraux (34) alignés côte à côte peuvent être suspendus au mât médian (34) et que seule la roue (42) de ce mât médian (34) touche encore le sol, sur la face frontale inférieure des deux parois latérales du montant médian (34) un crochet (43) dépasse; la face frontale inférieure de chacun des montants latéraux (34) est pourvue d'un trou pour l'accrochage du crochet (43,45) sur la plaque de verrouillage (44) et, sur le côté de la plaque de verrouillage (44) qui est proche du montant médian (34), un crochet (45) dépasse latéralement de façon à ce que le montant (34) immédiatement voisin du montant médian (34) puisse être suspendu au montant médian (34), de même que chaque montant puisse ensuite être suspendu au montant qui le précède.
  31. Protection contre le vent et les intempéries selon l'une des revendications précédentes, caractérisée par: le bras principal (12) du longeron (11) est séparé dans son segment intérieur créant ainsi un bras en deux parties reliées par une articulation (46), et que les plaques (47) insérées dans chacune des parties du bras sont fixées rigidement à l'une des parties et à l'aide de vis traversantes à l'autre partie.
EP98902930A 1997-02-27 1998-02-26 Protection contre le vent et les intemperies se presentant sous la forme d'un toit pliant et d'une paroi verticale Expired - Lifetime EP0963495B1 (fr)

Applications Claiming Priority (7)

Application Number Priority Date Filing Date Title
CH45997 1997-02-27
CH45997 1997-02-27
CH88397 1997-04-16
CH88397 1997-04-16
CH00131/98A CH693535A5 (de) 1997-02-27 1998-01-21 Faltbares Dach und Stellwand als Wind- und Wetterschutz, sowie Pavillon mit einem Dach und einer Stellwand.
CH13198 1998-01-21
PCT/CH1998/000079 WO1998038400A2 (fr) 1997-02-27 1998-02-26 Protection contre le vent et les intemperies se presentant sous la forme d'un toit pliant et/ou d'une paroi verticale

Publications (2)

Publication Number Publication Date
EP0963495A2 EP0963495A2 (fr) 1999-12-15
EP0963495B1 true EP0963495B1 (fr) 2003-05-28

Family

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Application Number Title Priority Date Filing Date
EP98902930A Expired - Lifetime EP0963495B1 (fr) 1997-02-27 1998-02-26 Protection contre le vent et les intemperies se presentant sous la forme d'un toit pliant et d'une paroi verticale

Country Status (7)

Country Link
US (1) US6273115B1 (fr)
EP (1) EP0963495B1 (fr)
AT (1) ATE241741T1 (fr)
AU (1) AU5980098A (fr)
CH (1) CH693535A5 (fr)
DE (1) DE59808538D1 (fr)
WO (1) WO1998038400A2 (fr)

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DE102016204211B3 (de) * 2016-03-15 2017-05-18 Bauhaus-Universität Weimar Knotenelement, faltbare Platte, Verfahren zur Herstellung eines Knotenelements und Verfahren zur Reparatur oder Anpassung einer faltbaren Platte

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CN203290031U (zh) * 2013-06-07 2013-11-20 江苏中恒宠物用品股份有限公司 伸缩型猫厕所
CN105803737B (zh) * 2014-12-30 2023-07-25 浪尖设计集团有限公司 转动式智能晾衣结构
AU2016227408B2 (en) 2015-03-04 2021-06-03 Radius Sonnen und Wetterschutz GmbH Fan-like sun or weather protection device
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JP6893155B2 (ja) * 2017-09-12 2021-06-23 タカノ株式会社 自立型オーニング
JP6727619B2 (ja) * 2018-10-19 2020-07-22 株式会社Ymek パラソル
CN109440939B (zh) * 2018-12-21 2023-09-26 佛山科学技术学院 一种折叠建筑
EP4237640A1 (fr) 2020-10-30 2023-09-06 Radius Sonnen und Wetterschutz GmbH Système de retenue et élément déployable et rétractable de protection contre les intempéries muni d'un système de retenue et procédé pour fixer et déplacer un élément déployable et rétractable
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CN114623926A (zh) * 2022-04-12 2022-06-14 徐雅莉 一种噪声测量仪

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CN103821404B (zh) * 2014-01-10 2016-07-13 浙江大学 公共用的立式折叠帐篷
DE102016204211B3 (de) * 2016-03-15 2017-05-18 Bauhaus-Universität Weimar Knotenelement, faltbare Platte, Verfahren zur Herstellung eines Knotenelements und Verfahren zur Reparatur oder Anpassung einer faltbaren Platte

Also Published As

Publication number Publication date
ATE241741T1 (de) 2003-06-15
WO1998038400A3 (fr) 1998-12-17
EP0963495A2 (fr) 1999-12-15
WO1998038400A2 (fr) 1998-09-03
AU5980098A (en) 1998-09-18
US6273115B1 (en) 2001-08-14
DE59808538D1 (de) 2003-07-03
CH693535A5 (de) 2003-09-30

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