EP1162325A2 - Structure de toit à double pente - Google Patents

Structure de toit à double pente Download PDF

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Publication number
EP1162325A2
EP1162325A2 EP01113328A EP01113328A EP1162325A2 EP 1162325 A2 EP1162325 A2 EP 1162325A2 EP 01113328 A EP01113328 A EP 01113328A EP 01113328 A EP01113328 A EP 01113328A EP 1162325 A2 EP1162325 A2 EP 1162325A2
Authority
EP
European Patent Office
Prior art keywords
tarpaulin
profile unit
construction according
roof construction
connection
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
EP01113328A
Other languages
German (de)
English (en)
Other versions
EP1162325A3 (fr
EP1162325B1 (fr
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.)
Wilhelm Layher Verwaltungs GmbH
Original Assignee
Wilhelm Layher Vermoegensverwaltungs GmbH
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 Wilhelm Layher Vermoegensverwaltungs GmbH filed Critical Wilhelm Layher Vermoegensverwaltungs GmbH
Publication of EP1162325A2 publication Critical patent/EP1162325A2/fr
Publication of EP1162325A3 publication Critical patent/EP1162325A3/fr
Application granted granted Critical
Publication of EP1162325B1 publication Critical patent/EP1162325B1/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
    • E04H15/18—Tents having plural sectional covers, e.g. pavilions, vaulted tents, marquees, circus tents; Plural tents, e.g. modular
    • 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
    • E04B7/024—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 the trusses or frames supporting load-bearing purlins, e.g. braced purlins
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D5/00—Roof covering by making use of flexible material, e.g. supplied in roll form
    • E04D5/14—Fastening means therefor
    • E04D5/141—Fastening means therefor characterised by the location of the fastening means
    • E04D5/142—Fastening means therefor characterised by the location of the fastening means along the edge of the flexible material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D5/00—Roof covering by making use of flexible material, e.g. supplied in roll form
    • E04D5/14—Fastening means therefor
    • E04D5/144—Mechanical fastening means
    • E04D5/146—Linear fastening means, e.g. strips
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/242—Safety or protective measures preventing damage to building parts or finishing work during construction for temporarily covering the whole worksite, e.g. building, trench
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/28—Safety or protective measures preventing damage to building parts or finishing work during construction against unfavourable weather influence

Definitions

  • the present is a tarpaulin roof construction with several spaced parallel to each other on / on one Supported roof trusses, in particular Lattice girders with top flange, diagonals and bottom flange, lateral support units for the roof trusses and one Roof skin.
  • the present invention the technical problem respectively based on the task of constructing a tarpaulin roof specify the type mentioned at the outset, which is achieved by using Series parts known in scaffolding are economical Production ensures sufficient structural safety implements and enables a permanently reliable function.
  • the tarpaulin roof construction according to the invention of the type mentioned above is accordingly characterized in that the roof skin is designed as a tarpaulin, a connection profile unit is detachably saddled on the upper belt of the binder, on or in the connection profile unit one Driving in / screwing in fasteners allowing a full profile unit is arranged, the tarpaulin is connected to the connection profile unit by means of fasteners screwed in / screwed into the full profile unit and connection elements are present on the connection profile unit for detachable connection of the lateral support units.
  • the top chord of the tie can alternatively be used as Connection profile unit to be formed.
  • connection profile unit has an upwardly open U-profile cross section and the Full profile unit than in the connection profile unit arranged squared timber is formed.
  • connection elements as hanging pockets are formed with a wedge, one in the end regions the existing protrusion unit introduced is and the projection unit by means of the wedge each is detachably locked in the hanging pockets.
  • lateral Support units are used to advantage characterized in that the lateral support units known as a frame-like double bar railing Standard scaffolding, especially the company's flash scaffolding Layher, are trained.
  • double railings are from the assemblers can be handled manually without any problems since they have a relatively low weight and simple and way to the described wedge clamp technology Connection profile unit can be connected.
  • the distance between the lateral support units is preferred with each other in the range between 40 cm (centimeters) and 60 cm (centimeters) selected, which is a water bag formation Counteracts tarpaulin.
  • a particularly preferred embodiment of the tarpaulin roof construction according to the invention stands out characterized in that on the connection profile unit and / or the full profile unit a hat-shaped, open at the bottom Cover profile unit is connected with their Legs press the connected tarp down, which creates a certain pre-tension within the tarpaulin becomes.
  • the cover profile unit is preferably screwed to trained the full profile unit and serves on the one hand Sealing purposes and on the other hand for tensioning the Roof tarpaulin, which also forms a water bag counteracts.
  • connection elements for the lateral support units connected on the underside to the connection profile unit are. This measure makes it more compact Achieve roof structure, while supporting the Planning through the final unit ensures what counteracts water bag formation.
  • a particularly economical variant to manufacture is characterized in that the lattice girders as mass-produced scaffolding components of a known Standard scaffolding, especially the company's flash scaffolding Layher, are trained.
  • the lattice girders are preferably made of aluminum and Connection profile units can preferably be made of steel be trained.
  • the proposed design represents an inexpensive one Roof solution, being particularly economical that is largely due to scaffolding known series parts can be used. So that's the Scaffolders able to use existing series scaffolding parts using the connection profile unit and the full profile unit a permanently and reliably functioning To create hall construction.
  • the substructure for the roof structure can be made from standard scaffolding components exist or special support structures for the Have roof structure.
  • spans are up to 15 m can be easily implemented.
  • standard scaffolding parts becomes a not inconsiderable economic Advantage when creating hall roofs.
  • the main advantages of the tarpaulin roof construction according to the invention consist of using normal Series parts known from scaffolding Roof construction with high stiffening economical can be created.
  • through the top connected cover profile unit in addition to a reliable Sealing in the overlap area of the tarpaulin achieved simultaneous pretensioning of the tarpaulins, so that a Water bag formation can be reliably avoided.
  • the measures / features mentioned can usually be at Flap movements and tarpaulin roof structures Noise can be avoided as much as possible as tarpaulins, the cheap tarpaulins common in scaffolding be used.
  • the use of relatively expensive tarpaulins with Piping and corresponding piping rails is available from Construction according to the invention is not required.
  • the scaffolding plans are set up in a simple manner the connection profile unit and the cover profile unit then ensures a reliable and rainproof cover while pretensioning the To plan.
  • Tarpaulin roof construction 10 has two in this cross section each outwardly inclined roof trusses 12 in Ridge area with one another via connecting elements 48 are connected so that a gable roof contour is created.
  • the Roof trusses 12 are made of aluminum with a lattice girder 12 a tubular upper chord 14, a tubular lower chord 16 and rising and falling pipe diagonals 15 educated.
  • each lattice girder 12 is connected to an in 1 schematically shown substructure 22 connected.
  • This substructure 22 can for example an articulated connection of the lattice girders 12 represent. It is also possible that the upper chord 14 and the lower flange 16 in this area on scaffolding stems known way are connected.
  • the lattice girders 12 in turn come from a known in the art Scaffolding support system, for example from the so-called Layher-Blitz scaffolding system.
  • connection profile unit 24 is a U-profile unit open at the top formed, the interior of which is a full profile unit 26, which is designed as square timber, fills such that the upward-facing ends of the webs of the U-profile unit 24 finish flush with the top of the square timber 26.
  • connection elements on the underside of the connection profile unit 28 connected are 24 connection elements on the underside of the connection profile unit 28 connected, the at a closer distance A less than the distance B of the protrusion units 30 in Longitudinal direction of the connection profile unit 24 connected are.
  • connection profile unit 24 is by lateral Support units 20 (see Fig. 3 and Fig. 4) secured against lateral evasion. Through the connection the lateral support 20 acts with the lattice girder 12 also on the lattice girder 12.
  • the lateral support units 20 are as frame-like Double railing 20 formed, each two in one Distance A in the longitudinal direction to the connection profile unit 24 spaced existing individual rods 21 which in End area through a cross strut 23 to form a frame are connected.
  • Each in the front end area Single rod 21 is a bent at right angles to this, flattened projection unit 38 present in the Connection elements 28 of the connection profile unit 24 can be introduced, the connecting elements 28 as Hang-in pockets 34 with wedge 36 (FIG. 5) are formed.
  • the double railings 20 are also standardized Scaffolding system components from the well-known Layher-Blitz scaffolding system.
  • the clamping detachable connection by means of the Wedge 36 of the hanging bag 34 from both sides in the Suspension bag 34 inserted projection units 38 of the Double railing 20 by means of a hammer blow provides one extremely simple and effective quick assembly connection the double railing 20 to the U-profile 24.
  • Lattice beam pairs 12 is on the connection profile unit 24 a tarpaulin 18 attached.
  • the tarpaulin attachment 18 or on both sides of the connection profile unit 24 arriving tarpaulin 18 is schematic in Fig. 5 shown in cross section.
  • Each tarpaulin 18 is over the Connection profile unit 24 pulled so that it is easier Way, for example by means of metal clips 42 the full profile unit 26 (Kantholz 26) are stapled can. Then the tarpaulin 18 on the opposite side pulled over the connection profile unit 24 and also with Stapled metal clips 42.
  • the distance C of the lattice girders 12 is a concrete one Embodiment at 257 cm (centimeters).
  • simple tarpaulins are 270 cm wide (Centimeters), so that with these tarpaulins a sufficient Given overlap in the area of the connection profile unit 24 is.
  • the standardized structure of a quick-assembly hall roof can be done for example as follows become. After the substructure 22, for example Layher Blitz or Layher all-round scaffolding system components is created, at least two in the longitudinal direction spaced-apart saddle straps, consisting of two lattice girders 12, on the substructure 22 attached. Then the connection profile units 24 with inserted timber 26 on the pipe couplings 32 on Upper chord 14 of the lattice girder 12 attached.
  • the trusses are braced respectively Lattice girder 12 on the top chord 14 or on the Connection profile unit 24 through the side Support units 20 (double railings) as series components in simple way by inserting the projection units 38 in the hanging pockets 34 and then Hammer blow on the wedge 36.
  • the small distances of the Double railing 20, preferably in the range between 40 cm (Centimeters) to 60 cm (centimeters) prevent that Formation of water bags.
  • the roof tarpaulin 18 are then on Squared timber 26 stapled, the then at the tarpaulin joint Cover surfaces are screwed on for sealing and serve to tension the roof tarpaulin 18. By tightening the Roof tarpaulin 18 continues to form a water bag counteracted.
  • the tarpaulin 18 by the Preload insensitive to flutter movements as a result Influence of wind.
  • the lattice girders 12 are preferably made of aluminum and have in one embodiment, a system height of 45 cm (Centimeters). With such a construction Spans of up to 15 m (meters) without snow load easy to remove. With an additional drawstring, stretched from tie end to tie end per saddle tie is a removal of an increased roof load to Example of additional snow load.
  • the roof structure 10 shown enables an extreme quick assembly or disassembly and sets in Connection with the use of many standard scaffolding parts an economical solution.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Tents Or Canopies (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Bridges Or Land Bridges (AREA)
  • Building Awnings And Sunshades (AREA)
EP01113328A 2000-06-09 2001-05-31 Structure de toit à double pente Expired - Lifetime EP1162325B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10028262A DE10028262A1 (de) 2000-06-09 2000-06-09 Planendachkonstruktion
DE10028262 2000-06-09

Publications (3)

Publication Number Publication Date
EP1162325A2 true EP1162325A2 (fr) 2001-12-12
EP1162325A3 EP1162325A3 (fr) 2003-06-04
EP1162325B1 EP1162325B1 (fr) 2007-04-04

Family

ID=7645041

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01113328A Expired - Lifetime EP1162325B1 (fr) 2000-06-09 2001-05-31 Structure de toit à double pente

Country Status (4)

Country Link
EP (1) EP1162325B1 (fr)
AT (1) ATE358754T1 (fr)
DE (2) DE10028262A1 (fr)
PL (1) PL347964A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004072410A1 (fr) * 2003-02-17 2004-08-26 Baker, Diane, Margaret Structures
CN107013051A (zh) * 2017-04-24 2017-08-04 苏州新区德力精密机械有限公司 一种活动房
CN110145028A (zh) * 2019-05-07 2019-08-20 天津大学 用于张弦结构的上部向心双索索撑节点体系
WO2023227685A1 (fr) * 2022-05-25 2023-11-30 Pluseight Technology Ab Système de toit de protection temporaire

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE502006002431D1 (de) 2006-04-15 2009-02-05 Layher W Verwaltungs Gmbh U-Profil-Träger einer Überdachung, Halle, Tribüne, Treppe, eines Gerüsts oder Podiums
CN104100113B (zh) * 2014-08-05 2016-06-22 广汉久创石油机械有限责任公司 用于石油钻井固控系统的防雨棚及其使用方法
DE202014106083U1 (de) 2014-12-16 2015-01-14 B+P Gerüstbau Gmbh Schnell-Montage-Wetterschutzdach
DE202022002594U1 (de) 2022-07-09 2023-04-25 Hakos Gmbh Winkelgitterträger

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3542610A1 (de) 1985-12-03 1987-06-04 Ulrich Layher Schnell-montage-hallendach

Family Cites Families (13)

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Publication number Priority date Publication date Assignee Title
US824502A (en) * 1903-06-05 1906-06-26 Edmond Molloy Frame structure.
US2828756A (en) * 1955-10-21 1958-04-01 Harold Smith J Sectional tent
US2986150A (en) * 1958-03-17 1961-05-30 Torian William Harold Means for mounting thin, flexible membranes
US2996160A (en) * 1958-07-30 1961-08-15 Acrow Eng Ltd Builder's appliances
GB985912A (en) * 1960-06-14 1965-03-10 Kwikform Ltd Improvements in or relating to builders scaffolding
LU62093A1 (fr) * 1970-11-19 1972-07-26
DE3107416A1 (de) * 1981-02-27 1982-09-16 Eberhard 7129 Güglingen Layher "tragkonstruktion fuer auf- und abbaubare ueberdachungen oder hallen"
DE8230404U1 (de) * 1982-10-29 1982-12-30 Karl Höcker Stahlbau GmbH & Co KG, 4902 Bad Salzuflen Dachbinder fuer ein zelt-traggeruest
US4586301A (en) * 1984-08-06 1986-05-06 W. P. Hickman Company Retainer clamp membrane fastening system
US4624721A (en) * 1985-06-18 1986-11-25 Sadler David E Method of using a roll of perforated plastic roofing tabs
DE9110828U1 (de) * 1991-08-22 1992-01-09 Günter Rux GmbH, 5800 Hagen Gerüst
US5269106A (en) * 1991-11-20 1993-12-14 Fast Truss, Inc. Modular building structure
US5333425A (en) * 1993-01-07 1994-08-02 Rubb, Inc. Tension membrane structure wrinkle elimination

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3542610A1 (de) 1985-12-03 1987-06-04 Ulrich Layher Schnell-montage-hallendach

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004072410A1 (fr) * 2003-02-17 2004-08-26 Baker, Diane, Margaret Structures
GB2417517A (en) * 2003-02-17 2006-03-01 Diane Margaret Baker Structures
CN107013051A (zh) * 2017-04-24 2017-08-04 苏州新区德力精密机械有限公司 一种活动房
CN110145028A (zh) * 2019-05-07 2019-08-20 天津大学 用于张弦结构的上部向心双索索撑节点体系
WO2023227685A1 (fr) * 2022-05-25 2023-11-30 Pluseight Technology Ab Système de toit de protection temporaire

Also Published As

Publication number Publication date
ATE358754T1 (de) 2007-04-15
EP1162325A3 (fr) 2003-06-04
PL347964A1 (en) 2001-12-17
EP1162325B1 (fr) 2007-04-04
DE50112279D1 (de) 2007-05-16
DE10028262A1 (de) 2001-12-13

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