EP0754824A1 - Structure de toit avec bâches et une pluralité de longerons en treillis supportant les bâches et longerons en treillis pour une telle structure de bit - Google Patents

Structure de toit avec bâches et une pluralité de longerons en treillis supportant les bâches et longerons en treillis pour une telle structure de bit Download PDF

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Publication number
EP0754824A1
EP0754824A1 EP96108567A EP96108567A EP0754824A1 EP 0754824 A1 EP0754824 A1 EP 0754824A1 EP 96108567 A EP96108567 A EP 96108567A EP 96108567 A EP96108567 A EP 96108567A EP 0754824 A1 EP0754824 A1 EP 0754824A1
Authority
EP
European Patent Office
Prior art keywords
lattice girder
tarpaulin
central
welt
struts
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP96108567A
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German (de)
English (en)
Other versions
EP0754824B1 (fr
Inventor
Anton Wackerbauer
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.)
WACO Wackerbauer and Co
Original Assignee
WACO Wackerbauer and Co
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 WACO Wackerbauer and Co filed Critical WACO Wackerbauer and Co
Publication of EP0754824A1 publication Critical patent/EP0754824A1/fr
Application granted granted Critical
Publication of EP0754824B1 publication Critical patent/EP0754824B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/022—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • 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
    • E04H15/64—Tent or canopy cover fastenings
    • E04H15/642—Tent or canopy cover fastenings with covers held by elongated fixing members locking in longitudinal recesses of a frame
    • E04H15/644—Tent or canopy cover fastenings with covers held by elongated fixing members locking in longitudinal recesses of a frame the fixing members being a beading
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486—Truss like structures composed of separate truss elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486—Truss like structures composed of separate truss elements
    • E04C2003/0491—Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces

Definitions

  • the invention relates to a roof arrangement according to the preamble of claim 1 and a lattice girder according to the preamble of claim 6.
  • cross connectors can be arranged between individual lattice girders above a retracted tarpaulin, which in particular makes it easier and safer for people to walk above the tarpaulin.
  • Additional components such as e.g. Supporting structures or scaffolding can be arranged.
  • a disadvantage of the known roof arrangement or the known lattice girder is the use of four belts, the relatively large difference in height of the tarpaulins, which are drawn into the upper or lower of the two inner belts, and the presence of a total of three lattice structures arranged one above the other, which is a large one Total height results.
  • the large spacing of the middle straps is due to the system, since the middle truss stiffened with vertical and diagonal struts determines the load-bearing capacity of the girder and the requirement to bridge a large span makes the relevant large spacing indispensable.
  • the fields at the top and bottom, which are only equipped with vertical struts, make only an insignificant contribution to the load-bearing capacity. she primarily serve only to connect additional components.
  • the aim of the present invention is to provide a roof arrangement or a lattice girder of the type mentioned, in which better stiffness is achieved with fewer belts and both above and below the tarpaulin optimal possibilities for connecting other structures, connectors and / or Scaffolding parts are available, whereby the accommodation space for several overlapping tarpaulins is minimized.
  • the vertical distance is sufficient so that the tarpaulins, the piping of which are arranged in superimposed piping grooves, can overlap without contact. If two tarpaulins are stacked on top of each other, for example, for better insulation Because of the closed middle belt there are no lateral air flows between the tarpaulins on the middle belt.
  • the full beam height is thus made statically usable, and further components can be connected both above and below. According to the invention, this results in substantial material savings without the stability and the numerous connection options for further components being impaired.
  • central chord represents a profile that is preferably closed on all sides
  • a truss provided with suitable struts extends above and below it.
  • connection fastening struts running perpendicular to the longitudinal direction for attaching further components and at a clear angle of, for example, 30 to 60 °, in particular approximately 45 ° to the longitudinal direction, oblique stiffening struts.
  • the trusses between the belts own in this way a double function as a connecting element for further components and as a stiffening means for the lattice girder, the presence of a stiffening framework in this regard having a particularly favorable effect both above and below the central belt for the overall strength.
  • Such a preferred embodiment can be found in claims 3 and 8, respectively.
  • the manufacture of the lattice girder from uniform components is facilitated in this way.
  • these lattice girders can be used universally, and the connection of cross connectors and other components is favored.
  • ridge roofs can also be realized that have an inclination to the horizontal of e.g. Can have 15 °.
  • the combination of the two advantages is particularly advantageous in that the outer edge of the lattice girder can be connected to the substructure on the eaves, thereby making optimal use of the girder length and, despite the indentation of the outer vertical bar towards the inside, even with assembled partial lattice girders, the same distances between them Vertical bars can be achieved.
  • the combination of these two advantages is therefore achieved by an asymmetrical design of the partial lattice girders.
  • all three belts have the same length, the upper and lower belts are offset from the middle belt.
  • the upper and middle chords at one end of the beam extend beyond the last vertical to such an extent that a connection of the beam to the substructure at the extreme end is possible and the beam length can thus be fully used to achieve an optimal span.
  • the upper and lower chords are set back by the appropriate amount, while the central chord protrudes in order to accommodate the diagonal braces. As a result, these have the same length for the entire carrier.
  • At least one, preferably opposite, two parallel keder grooves are provided on the ridge lattice girder above the existing keder grooves, into which a tarpaulin that spans the ridge can be drawn in and covers the gap that remains when one pulls tarpaulins from both sides of the ridge into the keder grooves underneath, which, however, only reach shortly before the ridge.
  • the invention thus creates not only a roof arrangement and a lattice girder with optimal connection options both on the top and on the bottom of the tarpaulin (s), but also a great universality in the arrangement of two tarpaulins with a slight difference in height and largely independently of one another.
  • the arrangement according to the invention or the lattice girders thereof can optionally also be used as a wall arrangement by being placed vertically.
  • a lattice girder 11 consists of individual partial lattice girders 11 'of the same design, each of which consists of a straight, in particular tubular upper chord 12, a central chord 13 having a box profile according to FIG. 3, and a rectilinear, preferably tubular lower chord 14, all of which lie in one plane and are connected to form a stable structural unit by connecting fastening struts 15, which are arranged at regular intervals and extend perpendicularly to the belts 12, 13, 14, and oblique stiffening struts 16 arranged between them.
  • the partial lattice girder 11 'shown there consists of two halves 11a, 11b which are mirror-symmetrical to one another.
  • the partial lattice girders 11 ' have plug-in projections 22 or plug-in recesses 23 complementary thereto, by means of which two partial lattice girders 11' can be connected to form a lattice girder assembly 11 which is twice as long.
  • the plug connections 22, 23 can be fixed by screw holes 24 provided for this purpose in the plug-in projections 22 or in the region of the plug-in recesses 23.
  • pairs of receiving projections 25 are arranged laterally on the central belt 13 equipped with a box profile, which form a keder groove 17, 17 'and 18, 18', respectively.
  • a keder groove is to be understood as a cavity extending in the axial direction, which is connected to the surrounding atmosphere by a slot 26, which is a vertical one has a significantly smaller expansion than the inner receiving space of the welt groove 17, 17 'or 18, 18'.
  • the welt grooves 17, 17' and 18, 18 ' are open, so that from there the bead or the welt 19 of a tarpaulin 20 can be drawn in, as in FIG. 3 is indicated by dashed lines.
  • each lattice girder part 11 ' is constructed symmetrically to the central axis 21 of the lattice girder 11. This also applies to the central belt 13 according to FIG. 3 with respect to the welt grooves 17, 17 'and 18, 18'.
  • the connecting fastening struts 15 are arranged at regular intervals, the subdivision of the lattice girder 11 into partial lattice girders 11 'is such that this equidistant spacing of the connecting fastening struts 15 is maintained even when a plurality of partial lattice girders 11' according to FIG. 1 are put together.
  • FIG. 2 shows a partial lattice girder 11 ′′ intended for arrangement in the ridge, which consists of two parts 11c and 11d which extend on both sides of the ridge and are arranged at an angle to one another and which are connected to one another to form a fixed structural unit.
  • the straps 12, 14 and the connecting fastening struts 15 preferably consist of round tubes with an outer diameter of 48 mm.
  • the length of the individual lattice girders 11 ' should be 4.5 to 6 m.
  • partial lattice girders 11 ' For the roofing of a certain room is first the required number of partial lattice girders 11 'is selected and put together to form larger structural units and firmly connected to one another. Furthermore, if necessary, a ridge part 11 ′′ according to FIG. 2 is also provided and plugged together with the adjacent partial lattice girders 11 ′.
  • the entire lattice girder 11 is then mounted on a corresponding scaffold or substructure, the individual adjacent lattice girders 11 being expediently connected to one another by cross-connectors to form a stable unit, each of which engages the upper connection fastening struts 15 by means of clamping claws, which also at the same time there is an opportunity to inspect the top of the roof.
  • the piping 19 of tarpaulin 20 is then drawn into the upper and / or lower welt grooves 17, 17 'and 18, 18' from the open underside in order to form a roof skin.
  • tarpaulins 20 both on the upper and on the lower welt grooves 17, 17 'and 18, 18', a double roof skin can be realized in a simple manner. It is also possible to first pull a tarp from the eaves only into the lower welt grooves 18, 18 'up to a certain length and then to accommodate another tarpaulin in the upper welt grooves 17, 17', the two tarpaulins should overlap .
  • a tarp is drawn from both sides up to approximately the ridge only into the lower welt grooves 18, 18 ′.
  • the gap above is bridged by tarpaulins drawn into the upper welt grooves 17, 17 '.
  • This arrangement is shown in FIG. 2 below or above the welt grooves 17 and 18 by dash-dotted lines Lines indicated.
  • the central belt 13 consists of a main central belt part 13 'and a belt-like attachment 13' ', which e.g. 4 and follows the ridge shape of the ridge lattice girder as shown in FIG. 4 and also has keder grooves 27, 27 'on its two opposite sides, into which a ridge covering tarpaulin 20' '' can be drawn.
  • three keder grooves 17, 18, 27 or 17 ', 18', 27 ' are therefore preferably arranged on each side of the lattice girder, but at least on one side. Due to the arrangement of the third keder groove 27, 27 'in the ridge area, it is possible to use standard tarpaulins with a length of, for example, 5 m. By a different overlap (as can be seen at 20 'in Fig. 1 is), even when using standard tarpaulins of a predetermined length, an exact adaptation to the overall span of the lattice girders can be carried out.
  • the invention therefore makes it possible that neither special tarpaulins have to be made for the lattice girders according to the invention, nor that tarpaulins which are too large, in particular too long, have to be used, which would be difficult to handle.
  • the central chord 13 at the right end of the partial lattice girder 11 ', where the connecting fastening struts 15 extending perpendicular to the longitudinal direction are clearly distant from the end, is somewhat longer than the upper and lower chords 12 and 14, which are of equal length relative to one another formed, in such a way that the oblique stiffening struts 16 extending to the end of the central belt 13 there may have the same length and the same angle as the parallel oblique stiffening struts 16 arranged further inside in the carrier.
  • the central belt 13 at the opposite, left end, where it is practically flush with the connecting fastening struts 15, is somewhat shorter than the upper and lower straps 12 and 14, which extend axially somewhat beyond the fastening struts 15.
  • the upper and lower chords 12 and 14 are set back by the appropriate amount compared to the central support, while the central support 13 protrudes somewhat to the right in the longitudinal direction of the support, so that the diagonal stiffening struts 16 have the same design as the remaining parallel struts 16 can have the same length and the same angle.
  • the embodiment according to FIG. 6 thus opens up two important advantages, namely the possibility of connection to substructures at the left end and the same configuration of all oblique stiffening struts 16 running parallel to one another.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Tents Or Canopies (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Fittings On The Vehicle Exterior For Carrying Loads, And Devices For Holding Or Mounting Articles (AREA)
EP96108567A 1995-07-18 1996-05-30 Longerons en treillis et structure de toit avec bâches et une pluralité de longerons en treillis supportant les bâches Expired - Lifetime EP0754824B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19526197 1995-07-18
DE19526197A DE19526197A1 (de) 1995-07-18 1995-07-18 Dachanordnung mit Planen und einer Mehrzahl die Planen zwischen sich aufnehmender Gitterträger sowie Gitterträger für eine derartige Dachanordnung

Publications (2)

Publication Number Publication Date
EP0754824A1 true EP0754824A1 (fr) 1997-01-22
EP0754824B1 EP0754824B1 (fr) 2002-10-30

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EP96108567A Expired - Lifetime EP0754824B1 (fr) 1995-07-18 1996-05-30 Longerons en treillis et structure de toit avec bâches et une pluralité de longerons en treillis supportant les bâches

Country Status (4)

Country Link
US (1) US5784842A (fr)
EP (1) EP0754824B1 (fr)
AT (1) ATE226998T1 (fr)
DE (2) DE19526197A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1035271A1 (fr) 1999-03-12 2000-09-13 Wilhelm Layher Vermögensverwaltungs-GmbH Toiture de halle à montage rapide
DE102008059777A1 (de) * 2008-12-01 2010-06-02 Anton Nothaft Demontierbares Zelt
WO2018113845A1 (fr) * 2016-12-22 2018-06-28 Mueller Dmitri Structure de support, élément de structure, système de support et procédé correspondant

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US8959854B1 (en) * 2011-05-25 2015-02-24 Management Resources Group, LLC Weatherproof fabric-covered building system
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CA2794484C (fr) 2011-11-03 2020-09-22 Awol Outdoors, Inc. Remorque pliante dotee de roues retractables
DE102011121782A1 (de) * 2011-12-21 2013-06-27 Wilhelm Layher Verwaltungs-Gmbh Kederdachfirstträger und Kederdachträgereinrichtung
US9038349B2 (en) 2013-07-19 2015-05-26 Benjamin D. Fox Keder rail attachment for a fabric/panel building
US9422732B2 (en) 2014-04-28 2016-08-23 Ted Gower Slidable barriers
JP6469429B2 (ja) * 2014-12-05 2019-02-13 Ｍｈｉプラントエンジニアリング＆コンストラクション株式会社 トラス梁架構
DE102015121446A1 (de) * 2015-12-09 2017-06-14 Alfix Gmbh Fachwerkdachbinder mit Eckteil und eine diesen verwendende Dachanordnung
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DE102016004074A1 (de) * 2016-04-08 2017-10-12 Wilhelm Layher Verwaltungs-Gmbh Biegesteife Eckkonstruktion für die Tragstruktur einer Kederdachhalle
DE102016109233A1 (de) 2016-05-19 2017-11-23 Florian Wackerbauer Eckverbinder mit kreissegmentartiger Kontur und Überdachungssystem mit Eckverbinder
DE102016109234B4 (de) 2016-05-19 2017-12-21 Florian Wackerbauer Adapterstück mit verschiebbaren Kupplungselementen und Überdachungssystem
US10590662B2 (en) * 2016-09-06 2020-03-17 Jim Peterson Deck drainage systems
JP6865432B2 (ja) * 2017-04-03 2021-04-28 株式会社トータル環境 シート取付用金具
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DE102018128081A1 (de) * 2018-11-09 2020-05-14 Alfix Gmbh Wetterschutzdach mit Auflagesteg
CN210598386U (zh) * 2019-01-15 2020-05-22 Jg和Am史密斯投资有限公司 便携式遮阳组件
KR102410108B1 (ko) * 2021-12-15 2022-06-22 (주)타이가 티자형 조인트, 이를 이용한 단열성을 갖는 에어돔 및 단열성을 갖는 에어돔의 시공방법
SE2250628A1 (en) * 2022-05-25 2023-11-26 Pluseight Tech Ab A KEDER ROOF SYSTEM

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DE2213665A1 (de) * 1972-03-21 1973-10-04 Losberger Plan Verfahren und vorrichtung zur montage von quer zur binderebene angeordneten bauteilen an zelthallen
DE8230404U1 (de) * 1982-10-29 1982-12-30 Karl Höcker Stahlbau GmbH & Co KG, 4902 Bad Salzuflen Dachbinder fuer ein zelt-traggeruest
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1035271A1 (fr) 1999-03-12 2000-09-13 Wilhelm Layher Vermögensverwaltungs-GmbH Toiture de halle à montage rapide
DE102008059777A1 (de) * 2008-12-01 2010-06-02 Anton Nothaft Demontierbares Zelt
DE102008059777B4 (de) * 2008-12-01 2016-11-03 Anton Nothaft Demontierbares Zelt
WO2018113845A1 (fr) * 2016-12-22 2018-06-28 Mueller Dmitri Structure de support, élément de structure, système de support et procédé correspondant

Also Published As

Publication number Publication date
ATE226998T1 (de) 2002-11-15
EP0754824B1 (fr) 2002-10-30
DE59609829D1 (de) 2002-12-05
DE19526197A1 (de) 1997-01-23
US5784842A (en) 1998-07-28

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