WO1991011578A1 - Device for protective-covering - Google Patents

Device for protective-covering Download PDF

Info

Publication number
WO1991011578A1
WO1991011578A1 PCT/SE1990/000060 SE9000060W WO9111578A1 WO 1991011578 A1 WO1991011578 A1 WO 1991011578A1 SE 9000060 W SE9000060 W SE 9000060W WO 9111578 A1 WO9111578 A1 WO 9111578A1
Authority
WO
WIPO (PCT)
Prior art keywords
tension
beams
canvas
edge
elements
Prior art date
Application number
PCT/SE1990/000060
Other languages
English (en)
French (fr)
Inventor
Bo Lake
Original Assignee
Bo Lake
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Bo Lake filed Critical Bo Lake
Publication of WO1991011578A1 publication Critical patent/WO1991011578A1/en

Links

Classifications

    • 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
    • E04H15/64Tent or canopy cover fastenings

Definitions

  • the present invention relates to a device for protective- covering by way of canvas-sections, intended to be joined and stretched over beams, extending over a space-portion to be protective-covered.
  • the objective of the present invention is to alleviate the above-mentioned problem and to provide a device for protective- covering enabling a joining without the risk of roof-drip and which allows a, from every point of view, favourable stretching of the canvas-sections.
  • a device for protective-covering characterized in that the canvas-sections are provided with a longitudinal tension-element along at least one edge-portion adapted to extend in the longitudinal direction of a beam, which tension-element consists of a strip, string or similar, that said edge-portion is adapted to over ⁇ lap the adjacent edge-portion of an adjacent canvas-section, that said beams have a cross-sectionally concave, upwardly facing surface, defining a groove, in which said tension- element extends and that the tension-elements are adapted at the ends to be secured or alternatively connected to the respective ends of further tension-elements, so that the tension-elements can be stretched over the provided beams.
  • Fig. 1 schematically shows a cross-section through a canvas stretched over a beam
  • Fig. 2 shows a partially broken side-view of a protective-tent, built up with the device according to the invention
  • Fig. 3 shows a cross-section through a beam-profile of the device according to the invention in a first embodiment
  • Fig. 4 shows a second embodiment of the beam-profile
  • Fig. 5 shows a cross-section through a jointing-profile for joining sections of beam-profiles according to Fig. 3 and Fig. 4 respectively,
  • Fig. 6 shows a cross-section through two overlapping edge-portions of canvas-sections secured to the beam-profile according to the first embodiment
  • Fig. 7 is a view of a number of canvas- sections jointed to each other and laid out in a schematically imagined position, whereby the beam-profiles have been excluded for the sake of clarity.
  • Fig. 1 and 2 thus show an example of an embodiment of a protective-covering of a space-portion with a number of parallelly arranged beams 1 in the shape of archs for protective-covering a space-portion 2 under the beams.
  • a canvas-material is stretched in the shape of several canvas-section 3, 4, 5, 6.
  • the canvas-sections are so arranged, that they extend with two mutually parallel edge-portions 7, 8 in the longitudinal direction of the beams 1 and overlap the adjacent edge-portion 9, 10 of an adjoining canvas-section. The arrangement is described in greater detail with reference to Fig. 6.
  • Fig. 3 shows the profile-shape of a beam-profile 1, which may have the arched shape shown in Fig. 1.
  • the beams may consist of straight sections, which are broken in at least one place, in order, for instance, to form a conventional saddle roof.
  • the beam 1 has an upwardly facing surface 11, which to its shape according to Fig. 3 is concave and shaped with an arched contour-line in such a way that the profile defines the shape of a groove in the top face of the beam.
  • the profile further has a cavity 12 with the shape of a T, defining a longitudinal track with a longitudinal opening 13, facing downwards.
  • Fig. 4 shows an example of an alternative embodiment of the beam-profile 14, which differs from the first embodiment according to Fig. 3 by the fact that the concave surface, here denoted 15, has straight contour-lines with downwardly converging side faces 16, 17 and a straight bottom-contour 18.
  • An example of an additional shape is the V-shape, where the bottom-face 18 no longer exists.
  • the profile in the this second embodiment has the same T-shaped track as in the first embodiment.
  • Fig. 5 shows a jointing-element 12a, with a T-shape, adapted to be inserted into the T-shaped track 12 in the beams 1 and 14 respectively.
  • the jointing-element 18 is intended to join beam- sections by being inserted into the ends of the beams and to extend into two beam-section in order to hold these together.
  • each canvas-section 3, 4, 5, 6 is provided, at least at one of its edge-portions 8, 10, with a longitudinal tension-element 19, 20 for example in the shape of a strip made of a strong material, for example a woven strip of synthetic fibre thread.
  • each canvas-section has two parallel edge- portions, namely the ones positioned along the mutual parallel beams 1, provided with tension-strips 19, 20.
  • the strips are as an example sewn to a respective canvas-section 3, 4, whilst the edge-portions 8, 10 of the canvas-sections overlap each other so that both strips 19, 20 run in the upwardly facing concave groove 11.
  • the canvas-sections may additionally be provided, in a known manner, with a folded reinforcement-section 21, 22.
  • the two edge-portions 8, 10 are not sewn together, but are held in position by the application of a tensile-force in the strips by stretching these forcedly in the longitudinal direction of the beams 1 and securing them at their ends.
  • the concave groove forms a position guidance for the tension-strips against movements side-ways and also collects any penetrating rainwater, which in heavy rain may make it in between the edge- portions of the canvas-sections and the groove thus guides the rain water in the longitudinal direction of the beam and downwardly towards the lower ends of the beams.
  • Fig. 7 schematically shows four canvas-section 3, 4, 5, 6 in a laid-out condition, although the beams have been removed for the sake of clarity.
  • the tension-strips 8, 10, of which only the superposed tension- strip is visible advantageously have end-portions 23, 24, extending beyond the two opposite edge-portions 25, 26 of the canvas-sections, which extend transversally relative to the edge-portions 8, 10 along which the strips 19, 20 are attached.
  • the ends 23, 24 advantageously are provided with fastening-element for fastening two interacting members on the beams.
  • the tension-strips may for instance be provided at their ends with rings, for example a number of rings in a row at each end-portion, which may be hooked up in hook-like or pin-like elements jutting out from the beams in the concave groove 8 at the ends of the beams or beam-sections.
  • the beam-profiles may have a completely different shape than the one shown.
  • the T-shaped track may be excluded.
  • the depth of the groove may be more accentuated with extending guiding edges, which, however, should be somewhat rounded in order to avoid abrasion of the canvas- material.
  • the tension-elements may be in the shape of strings made of a synthetic material, steel wire or similar, which are sewn into channels formed by the canvas-material.
  • the sections need furthermore not have a width which equals the interspaces between the two adjacent beams, but a canvas- section may naturally extend over several beams, but may thereby still be provided with tension-strips, so positioned, that the strips end up exactly overlapping the groove of the beams. It is naturally also conceivable that tension-strips are missing at those beams, where joining does not take place.
  • the above-mentioned jointing-profile may, apart from joining, be used as a fastening device for posts or stays between the beams serving as roof-frames, or they may serve as other kinds of attachments.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Tents Or Canopies (AREA)
PCT/SE1990/000060 1988-07-29 1990-01-26 Device for protective-covering WO1991011578A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SE8802753A SE461599B (sv) 1988-07-29 1988-07-29 Anordning vid skyddstaeckning

Publications (1)

Publication Number Publication Date
WO1991011578A1 true WO1991011578A1 (en) 1991-08-08

Family

ID=20372989

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/SE1990/000060 WO1991011578A1 (en) 1988-07-29 1990-01-26 Device for protective-covering

Country Status (2)

Country Link
SE (1) SE461599B (enrdf_load_stackoverflow)
WO (1) WO1991011578A1 (enrdf_load_stackoverflow)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE461599B (sv) * 1988-07-29 1990-03-05 Bo Lake Anordning vid skyddstaeckning

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0046260A1 (en) * 1980-08-15 1982-02-24 Kerilea International Limited Cloche
FR2596946A1 (fr) * 1986-04-09 1987-10-16 Profil Tunnel de protection et notamment tunnel de forcage
SE461599B (sv) * 1988-07-29 1990-03-05 Bo Lake Anordning vid skyddstaeckning

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0046260A1 (en) * 1980-08-15 1982-02-24 Kerilea International Limited Cloche
FR2596946A1 (fr) * 1986-04-09 1987-10-16 Profil Tunnel de protection et notamment tunnel de forcage
SE461599B (sv) * 1988-07-29 1990-03-05 Bo Lake Anordning vid skyddstaeckning

Also Published As

Publication number Publication date
SE461599B (sv) 1990-03-05
SE8802753L (enrdf_load_stackoverflow) 1990-01-30
SE8802753D0 (sv) 1988-07-29

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