EP0504074A1 - Halle, bestehend aus einem Metallgerüst und einer Dachhaut - Google Patents

Halle, bestehend aus einem Metallgerüst und einer Dachhaut Download PDF

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Publication number
EP0504074A1
EP0504074A1 EP92420068A EP92420068A EP0504074A1 EP 0504074 A1 EP0504074 A1 EP 0504074A1 EP 92420068 A EP92420068 A EP 92420068A EP 92420068 A EP92420068 A EP 92420068A EP 0504074 A1 EP0504074 A1 EP 0504074A1
Authority
EP
European Patent Office
Prior art keywords
plates
arcs
hangar
elements
hangar according
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.)
Ceased
Application number
EP92420068A
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English (en)
French (fr)
Inventor
Jacques Petiard
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP0504074A1 publication Critical patent/EP0504074A1/de
Ceased legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H15/00—Tents or canopies, in general
    • E04H15/32—Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
    • E04H15/34—Supporting means, e.g. frames
    • E04H15/36—Supporting means, e.g. frames arch-shaped type
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H15/00—Tents or canopies, in general
    • E04H15/18—Tents having plural sectional covers, e.g. pavilions, vaulted tents, marquees, circus tents; Plural tents, e.g. modular

Definitions

  • the present invention relates to a shed, for example for storage, of the type associating an arched metal frame with a tarpaulin stretched over the frame.
  • the aim of the present invention is to propose a structure associating an arched metal frame with a tarpaulin which may be suitable for large buildings, such as storage sheds, indoor tennis courts, etc., while offering simple means for solving problems of water flow, problems related to pressure differences between inside and outside and especially a simple and economical device for fixing and tensioning the tarpaulin on the frame.
  • a storage shed for example, of the type associating a metal frame made up of a plurality of arches braced by purlins with a tarpaulin stretched over the frame is generally characterized in that the arches semi-circumferential, called semi-arched arcs, are formed in curved I-beams, bolted to the ground by means of plates welded at their ends called feet, the purlins located near the feet of the arcs called smooth being at a distance d from the ground between 0.20 m and 0.40 m, in that the cover comprises along each of its longitudinal edges a closed fold provided with eyelets which separates the cover itself from an extension known as a skirt of a height substantially equal to twice the distance d and in that the said tarpaulin is stretched over the entire length of the framework, for each of its longitudinal edges, by a bungee cord attached to, or passing through, the eyelets and passing alternately to the below the heald, while the ends of the skirts drag
  • the sheet is bordered along each of its front edges by a hem intended for the passage of a cable; the tension of the cable by tensioners with screws connected to each of the plates of each end arc causes the tension of the sheet on each of its front edges.
  • the I-beams are bent in the plane of their core so that the cavity formed by the core and the half wings is at the front and thus constitutes for each of the end arcs, the housing of the cable passed through the 'hem of the sheet where it results in its blocking in the housing during the tension of the cable.
  • a cable is stretched over each of the intermediate arcs and over the sheet by means of screw tensioners passing through the skirts in holes reserved to allow them to be connected to the plates, where the tarpaulin is more resistant to lifting generated by the suction of the winds or by the pressure differences between inside and outside.
  • each end of each of the arched solid arches is extended by a vertical jamb formed in the same I-beam over a height substantially equal to d , the feet and the welded plates being carried over to the ends said legs.
  • the feet are connected together by a concrete sill, the surface of which extends externally over the entire length of the hangar by a form of gutter in which the skirt dips slightly, d 'where there results a perfect flow towards a point of evacuation of rainwater flowing on the tarpaulin or on two tarpaulins in the case of construction of several sheds of the type produced then symmetrically with respect to the longitudinal axis of each of the gutters.
  • a metal frame intended to receive a stretched tarpaulin is made up of a plurality of semi-circumferential arcs 1, called semicircular arcs, extended at each of their ends by a vertical jamb 10 d 'a height substantially equal to d , the arc 1 and legs 10 assembly being formed in a curved I-beam, bolted to the ground by means of plates 4 welded at their ends called feet 5; the arches I are braced by purlins 20, those located near the feet 5 called healds 3 being at a distance d from the ground of between 0.20 m and 0.40 m; a series of triangular tubular spacers 21 of stringer 3 with purlin 20 and purlin 20 with purlin 20 and arranged in each of the end spans ensures the bracing of the frame.
  • the cover comprises along each of its longitudinal edges, a closed fold 6 provided with eyelets 7,7 ′ which separates the cover itself from an extension known as a skirt 8; said tarpaulin is stretched, over the entire length of the framework and for each of its longitudinal edges, by a bungee cord 9 passing through an eyelet 7 on two, passing alternately below the heddles 3 and finally hooked to the alternating eyelets 7 ′ , while the skirt retains an 8 ′ train under the stringer.
  • the sheet comprises, along each of its front edges 11, a hem 12 through which passes a cable 13; the I-beam 22 being curved in the plane of its core, the cavity formed by the core and the half wings is located at the front and constitutes the housing 14 of said cable passed through the hem 12 of the sheet and stretched over the end arc 1 by screw tensioners 15 connected to the plates 4.
  • the front view of two twin hangars of the invention given in fig. 4 shows the flap 16 in the form of a circular segment which extends the cover 2 on each of its front edges and which closely follows the upper part of the opening delimited by each of the end arcs 1, the hem 12 intended for the passage of a cable and the skirts 8 which plunge slightly into the channel 17 formed externally in the surface of the sill 30 connecting longitudinally the feet of each frame.
  • the anchoring device for each of the legs 5 of the frame comprises two threaded rods 18, a counter-plate 19 of the same dimensions as the plate 4 welded to the foot 5, one and the other being drilled in superposition of two holes 23 intended for the passage of said rods, and a U-shaped metal section 24 whose width e corresponds to the spacing of the two holes and the length L is of a value slightly less than the sum L1 + L2 + L1, L1 being the width of the plate 4 and L2 that of the channel 17; said section 24 is embedded in the concrete of the sill 30 at a depth p equal to the length of the rod 18 minus the length necessary for the bolting of the plate 4 on the counter-plate 19; the two rods 18 welded to the profile 24 and assembled to the counter-plate 19 are also embedded vertically in the concrete of the sill on the depth p ; the other two threaded rods 18 'assembled to a counter-plate 19' and arranged symmetrically with respect to the longitudinal axis of the gutter
  • the left part of the figure illustrates a situation of abundant snow; a significant amount 30 of snow has accumulated between two neighboring hangars 31, 32; this accumulated snow presses on the ends of the skirts 8, which then behave like flaps, preventing the passage of snow under the aisles of the sheds and the channeling when it melts towards the channel 17.
  • the right part of the figure illustrates a strong wind situation; the wind which has rushed into the hangar is evacuated (arrow 35) along the sides of the hangar by lifting the skirt 17; conversely, a depression in the hangar will cause the skirt to lift inward. It is the presence of the swinging and slightly trailing skirt along the edges of the sheet which allows these favorable effects with respect to snow, rain and wind, and which thus constitutes an important characteristic of the invention.
  • an infrastructure is constituted by a plurality of sill elements 40 aligned end to end in a pit 42, said elements incorporating on their upper face a U-shaped profile 43 with edges folded inwards, intended firstly for the fixing by bolting of the plates 4 forming the foot of the arcs 1, and on the other hand to the joining of two neighboring elements, connecting bars 44 bolted under the folded edges, inside the profile.
  • This infrastructure arrangement has the advantage of ease of dismantling.
  • FIG. 8 another infrastructure is constituted by a plurality of wall elements 50 aligned end to end in a pit 52, said inverted T-shaped elements, being interconnected by profiles 53 in inverted U, covering the upper edge of the elements , longer than each of these and welded end to end then bolted, via lugs 54 on the elements, the upper face of the profile used for fixing, by welding, das plates 4 forming the foot of the arcs 1.
  • the elements 40 and 50 are fixed to the bottom of their respective pit by means of pins 60.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Tents Or Canopies (AREA)
EP92420068A 1991-03-08 1992-03-05 Halle, bestehend aus einem Metallgerüst und einer Dachhaut Ceased EP0504074A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9103067A FR2673657B1 (fr) 1991-03-08 1991-03-08 Hangar associant une ossature metallique et une bache.
FR9103067 1991-03-08

Publications (1)

Publication Number Publication Date
EP0504074A1 true EP0504074A1 (de) 1992-09-16

Family

ID=9410708

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92420068A Ceased EP0504074A1 (de) 1991-03-08 1992-03-05 Halle, bestehend aus einem Metallgerüst und einer Dachhaut

Country Status (2)

Country Link
EP (1) EP0504074A1 (de)
FR (1) FR2673657B1 (de)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2695155A1 (fr) * 1992-08-26 1994-03-04 Brassart Bernard Bâtiment à usage de salle de sport.
DE19640476C1 (de) * 1996-09-30 1998-05-07 Josef Dipl Ing Loerincz Freiflächenüberdachung
EP2881526A1 (de) * 2013-12-09 2015-06-10 Johann Ratka Planensystem

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2705718B1 (fr) * 1993-05-27 1995-08-25 Compax Sa Installation à structure tubulaire en arceaux couverte par au moins une bâche à câbles et bâche à câbles correspondante.

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB656361A (en) * 1949-01-07 1951-08-22 Courtney Harold Piggott Improvements in tents
FR1115615A (fr) * 1954-11-08 1956-04-26 Sarl Bachmann & Cie Construction démontable formant hangar ou tente
US2827138A (en) * 1954-03-01 1958-03-18 Virginia Burdick Roy Portable building construction
US2856941A (en) * 1957-03-19 1958-10-21 Earl C O'neal Portable garage
FR2292078A1 (fr) * 1974-11-25 1976-06-18 Monfray Benoit Construction legere a paroi translucide
DE2514718A1 (de) * 1975-04-04 1976-10-28 Huennebeck Gmbh Freitragende halle
US4121604A (en) * 1977-06-17 1978-10-24 Irvin Industries Inc. Rigid frame structure with tensioned membrane cladding
DE3047371A1 (de) * 1980-12-16 1982-07-22 Aluminium-Werke Wutöschingen GmbH, 7896 Wutöschingen "hallenfoermiges mehrzweckzelt und verfahren zu seiner aufstellung"
DE3117467A1 (de) * 1981-05-02 1982-11-18 Rüdiger 7750 Konstanz Behrend "zeltbauwerk"
AU593403B2 (en) * 1986-11-05 1990-02-08 John O'Dell A building method

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB656361A (en) * 1949-01-07 1951-08-22 Courtney Harold Piggott Improvements in tents
US2827138A (en) * 1954-03-01 1958-03-18 Virginia Burdick Roy Portable building construction
FR1115615A (fr) * 1954-11-08 1956-04-26 Sarl Bachmann & Cie Construction démontable formant hangar ou tente
US2856941A (en) * 1957-03-19 1958-10-21 Earl C O'neal Portable garage
FR2292078A1 (fr) * 1974-11-25 1976-06-18 Monfray Benoit Construction legere a paroi translucide
DE2514718A1 (de) * 1975-04-04 1976-10-28 Huennebeck Gmbh Freitragende halle
US4121604A (en) * 1977-06-17 1978-10-24 Irvin Industries Inc. Rigid frame structure with tensioned membrane cladding
DE3047371A1 (de) * 1980-12-16 1982-07-22 Aluminium-Werke Wutöschingen GmbH, 7896 Wutöschingen "hallenfoermiges mehrzweckzelt und verfahren zu seiner aufstellung"
DE3117467A1 (de) * 1981-05-02 1982-11-18 Rüdiger 7750 Konstanz Behrend "zeltbauwerk"
AU593403B2 (en) * 1986-11-05 1990-02-08 John O'Dell A building method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2695155A1 (fr) * 1992-08-26 1994-03-04 Brassart Bernard Bâtiment à usage de salle de sport.
DE19640476C1 (de) * 1996-09-30 1998-05-07 Josef Dipl Ing Loerincz Freiflächenüberdachung
EP2881526A1 (de) * 2013-12-09 2015-06-10 Johann Ratka Planensystem

Also Published As

Publication number Publication date
FR2673657B1 (fr) 1993-07-02
FR2673657A1 (fr) 1992-09-11

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