EP0497861B1 - Hängendes gerüst - Google Patents

Hängendes gerüst Download PDF

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Publication number
EP0497861B1
EP0497861B1 EP90916394A EP90916394A EP0497861B1 EP 0497861 B1 EP0497861 B1 EP 0497861B1 EP 90916394 A EP90916394 A EP 90916394A EP 90916394 A EP90916394 A EP 90916394A EP 0497861 B1 EP0497861 B1 EP 0497861B1
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EP
European Patent Office
Prior art keywords
rod
scaffold
scaffold according
framework
roof
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
EP90916394A
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English (en)
French (fr)
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EP0497861A1 (de
Inventor
Sören Gunnar BJÖRK
Sven Reine SÖDERGREN
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.)
BJOERK, SOEREN GUNNAR
SOEDERGREN, SVEN REINE
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
Priority claimed from SE8903607A external-priority patent/SE464479B/sv
Priority claimed from SE9002890A external-priority patent/SE464767B/sv
Application filed by Individual filed Critical Individual
Publication of EP0497861A1 publication Critical patent/EP0497861A1/de
Application granted granted Critical
Publication of EP0497861B1 publication Critical patent/EP0497861B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/22—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by roofs or ceilings
    • 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
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
    • E04G3/26—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons specially adapted for working on roofs
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/041—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffolds on roof frameworks or on roofs

Definitions

  • the present invention relates to a hanging scaffold for use in an eave region or a facade region of a building which has roof construction parts projecting from the body of the building and which scaffold includes at least two frameworks each of which can be hung from a respective outwardly projecting roof construction part and the function of which is to carry a scaffold balustrade, wherein each of the frameworks includes a bottom beam, one end of which supports a balustrade post and the other end of which is connected to a scaffold stanchion which includes a first rod; which is connectable to an attachment device on the roof projection part so as to hang from said attachment device.
  • a scaffold constructed in the manner indicated above is known from DE-A1-334 1031, for instance.
  • This known scaffold includes a stanchion which is suspended at its upper end by a bolt which passes through a roof truss rafter and the bottom end of which supports against the facade of the building, and in which a framework structure intended to carry a guard rail, or balustrade, and a floor is displaceable along the stanchion.
  • One object of the invention is to provide a hanging scaffold with which at least one of the aforesaid drawbacks is avoided, either totally or partially.
  • each attachment device has the form of a substantially U-shaped bracket which is intended to straddle a rafter or ceiling joist forming part of a roof truss in the building roof structure, and a bolt which passes horizontally through the roof truss part and also through the bracket legs located on respective opposite sides thereof and from which the upper end of the first rod included in a framework structure can be hung.
  • the remaining part of the framework structure can be guided for movement along the first rod and capable of being locked in different positions thereon.
  • the attachment devices are ideally carried directly by the load-carrying roof-truss parts and are located completely beneath the roofing of the building.
  • the hanging scaffold can, of course, be used immediately the roof truss is in position and can therewith also be used in work carried out on the building subsequent to fitting the roof truss in position.
  • the substantially U-shaped bracket in separate parts, i.e. in the form of two generally L-shaped members which together define the bracket, the members can be fitted by hammering the bracket legs, which rest against the upper side of the roof truss part, in between the upper side of the rafter and a roof covering mounted on top of the rafter.
  • the arrangement, according to Claim 4, provides favourable distribution in the roof truss part of the load applied via the attachment device.
  • the arrangement according to Claim 5 affords the advantage that the connecting pieces can be left to form a permanent part of the roof projection, which is particularly advantageous in the case of roof projections whose undersurfaces are faced with board.
  • the attachment is unaccessible behind the facing board, whereas the connecting pieces are accessible, wherein the slots enable the connecting pieces to be moved to locations in which they are hidden from view, when the remainder of the scaffold is dismantled.
  • Claims 6-8 define advantageous arrangements which enable the hanging scaffold to be adapted favourably to different buildings and to different kinds of work carried out thereon while using permanently mounted attachment devices and optionally permanent connecting pieces on these buildings.
  • the object of the invention is also to provide a hanging scaffold which does not require any form of support against the facade of the building, but which is solely mounted on the roof projection parts, while still enabling the scaffold to be adapted readily to roof projections of mutually different configurations and to roofs of different pitche angles.
  • a scaffold finds particular use as an eaves guard or a scaffold for working in the region of the eaves.
  • the inventive hanging scaffold is characterized in that the hanging stanchion, in addition to said first rod, also includes a second rod which supports against the roof projection (for instance, the rafter of a roof truss) from beneath and at a point which is located between the suspension point of the first rod on said attachment device and the body of the building.
  • a second rod which supports against the roof projection (for instance, the rafter of a roof truss) from beneath and at a point which is located between the suspension point of the first rod on said attachment device and the body of the building.
  • the second rod has a pivot joint at one end and one of the two rods has an adjustable length so that the position of the framework structure relative to the roof projection part can be adjusted and therewith adjust the framework structure and the scaffold to the desired position in relation to the building, irrespective of the pitch of the roof or the configuration of the part of the roof projection concerned.
  • the second rod preferably extends substantially perpendicular to the bottom beam and the balustrade post is substantially parallel to the second rod.
  • the means for attaching the second rod preferably has the form of a U-shaped bracket which straddles the roof projection part from beneath and is locked against sliding along said part, said roof projection part normally comprising at least one wooden beam of rectangular cross-section.
  • the second rod of the framework structure may be telescopic and includes a sleeve which is fixed to the bottom beam/floor beam, and a bar which is displaceable vertically through the sleeve and which can be locked in selected positions relative thereto and the upper end of which supports against the roof projection part.
  • the balustrade post may be vertically adjustable relative to the bottom beam and the bottom beam may have an adjustable length at right angles to the facade, so as to enable the balustrade to be positioned immediately above and adjacent the bottom edge of the roof and function as a barrier against snow, ice and debris slipping from the roof.
  • Figure 1 illustrates schematically part of a building structure, which includes a roof truss comprising a rafter 10, upper and lower stories 11 and 12, flooring 13 separating the stories, and a facade 14.
  • the building further comprises an outwardly projecting roof construction part or roof projection which extends from the actual body of the building, beyond the facade 14.
  • a hanging scaffold Suspended from the roof projection is a hanging scaffold, which includes planks 15 which form a floor and a back support and which are supported by and extend between two or more frameworks disposed along the facade 14, each of said frameworks being detachably hung from a respective rafter 10 in the region of the roof projection. Only one rafter with a framework suspended therefrom is shown in Figure 1.
  • the framework illustrated in Figure 1 includes a first post which comprises a number of elongated profiled members 16 which are arranged in line with one another and of which the upper end of the upper profile members 16 is detachably suspended from an attachment device carried by the rafter 10, through the intermediary of connecting pieces 17.
  • the attachment device has the form of a substantially U-shaped bracket which straddles the rafter 10, so that each leg of the bracket 18 is located on a respective side of the rafter 10.
  • the legs 18 and the web 19 of the U-shaped bracket are straight and flat, wherewith the legs 18 extend substantially at right angles to the web 19 and the web and the legs abut flatly with the upper surface of the rafter 10 and respective vertical side surfaces thereof.
  • Extending horizontally through a transverse hole in the legs 18 and the rafter 10 is a screw-threaded bolt 20 having a head 21 and coacting with a nut 22, this bolt forming part of the attachment device.
  • the profiled members 16 are suspended from the bolt through the intermediary of the connecting pieces 17.
  • the bottom ends of the connecting pieces 17 are rigidly connected to the profiled members by means of bolts 23 which pass through said connecting pieces and the upper profiled member 16, said profiled member being detachably suspended from the bolt 20 on a respective side of the rafter 10. More specifically, the connecting pieces 17 are located between the outer surface of an associated leg and the bolt head 21 and the nut 22 respectively.
  • the bolt 20 passes through an opening or a vertical slot 24 in each of the connecting pieces 17, which may be mounted for pivotal movement around the horizontal bolt axle. Shims or the like 25 may be used to compensate for any dissimilarities in the distance between the outer surfaces of the legs 18 and in the distance between those sides of the profiled member 16 which face towards the connecting pieces 17.
  • the framework includes one or more parts which can be moved guidingly along the profiled members and locked in different positions thereon.
  • Each of these parts includes a sleeve 26 which can be moved along the profiled members and locked in different positions thereon and which, in turn, carries an arm 27, which in the illustrated embodiment has a lattice configuration.
  • This arm 27 forms a support for the planks 15 which form the scaffold floor, and also carries a post 28 which, in turn, carries the planks or boards 15 forming the ballustade.
  • FIG. 3 is a cross-sectional view of a profiled member 16 and a sleeve 26, from which it will be seen that the profiled member and the sleeve have an elongated rectangular cross-section and that the cross-section of the sleeve conforms with the cross-section of the profiled member and is guided by and movable along said member.
  • Each profiled member 16 has formed along its length a row of mutually spaced holes 29 and each sleeve 26 is provided with an opening 30 that can be positioned in register with any one of the holes 29.
  • the profiled member 16 and the sleeve 26 can be mutually locked together in any desired position, with the aid of a locking element 31 which passes through the opening 30 and a selected hole 29.
  • this locking element 31 is a threaded bolt which meshes with a nut 32 welded to the outer surface of the sleeve around the opening 30, the outer end of the bolt 31 being provided with a handle 33 which enables the sleeve 26 to be fixated relative to the profiled member 16 without needing the use of a tool herefor.
  • the bolt 31 passes freely through the holes 29 and the opening 30, and when the bolt 31 in Figure 3 is tightened, the profile member 16 will be urged against the side of the sleeve distal from the nut 32.
  • Figure 1 shows two mutually similar profiled members 16 joined together at 34.
  • the manner in which this join is accomplished is shown in more detail in Figure 4, according to which end plates 35 are welded at the mutually adjacent ends of the profiled members.
  • Each plate has a hole provided therein and a bolt 36 which is welded to the top plate extends out through the hole in the top plate 35 and freely through the hole in the bottom plate 35 and meshes with a nut 37 welded to the bottom plate.
  • the profiled member 16 can thus be connected to one another and detached from one another, by turning the members relative to one another in one or the other direction.
  • the scaffold will have a tendency to swing clockwise around the bolt 20, as seen in Figure 1. Accordingly, in order to avoid contact between the facade 14 and the scaffold, the scaffold is provided at 38 with an adjustable support, in a known manner, therewith enabling the profiled member 16 to be maintained in a substantially vertical position.
  • the bolt 20 When dismantling the scaffold illustrated in Figures 1-4, the bolt 20 is unscrewed and the connecting pieces 17 released from the bracket 18, 19.
  • the bracket 18, 19 is left on the rafter 10, with the bolt 20 optionally replaced, where the bracket is located well protected beneath the roof in readiness for use in future repair work on the building.
  • Figure 5 illustrates the attachment device, or bracket, of which only one leg 18 is shown, attached to the ceiling joist of a truss part 10' forming a lattice-type roof truss, the undersurface of the roof projection being clad with boards 39.
  • the bolt 20 is difficult to reach once the boards 39 have been placed in position. Consequently, when dismantling the scaffold, which is only partially shown in Figure 5, the bolts 23 are unscrewed and the upper profiled member 16 is released from the connecting pieces 17.
  • the connecting pieces can be displaced transversely to the axis of the bolt 20 and then pushed from the downwardly extending position shown in full lines to the upwardly displaced position shown in broken lines, wherein the bottom ends of the connecting pieces are located approximately level with the undersurface of the ceiling joist 10'. In this position, the bracket and the connecting pieces 17 are left well protected beneath the roof in preparation for use in future repairs to the building.
  • the first post includes two parallel profiles 106 which are attached to opposite sides of the bottom beam or the arm 27, and a second post 101 which is secured to the beam 27.
  • a U-shaped bracket 107 is fitted onto the upper side of the rafter, so that the web 19 and the legs 18 of the bracket are contiguous with corresponding surfaces of the rafter 10.
  • the profiles 106 are pivotally connected to the bracket 107, by means of through-passing headed bolts 20, which extend through bores in the legs 18 of the bracket and through the rafter 10 and also through the profiles 106.
  • a nut 22 is fitted onto the free end of the bolt 21.
  • the bracket 107 takes-up the tensile load acting through the profiles 106 and substantially against the upper surface of the rafter 10, and the bolt 21 forms primarily a pivot for the profiles 106 and a means of anchoring the profiles 106 to the bracket 107.
  • the second post of the scaffold stanchion is telescopic and includes a sleeve 101, which is attached to the bottom beam 27, and a profiled member 102, which can be moved axially through the sleeve 101 and can be locked thereto in selected positions for adjustment of the second post to a desired effective length above the bottom beam 27.
  • the profiled member 102 carries at its upper end a bracket 103 which is pivotally connected to a tongue 104 on an attachment 105 for the second rod.
  • the attachment bracket 105 includes a web which lies against the undersurface of the rafter 10, and two legs which lie against the side surfaces of said rafter, said legs being provided with holes which enable the bracket 105 to be secured to the rafter 10 with the aid of screws or the like.
  • the bottom arm 27 may include a load-supporting profile 110, which may optionally be reinforced with a bottom rod 111 and lattice reinforcements 112, particularly when the bottom beam 27 is intended to support planks 15 or the like for a truss scaffold.
  • the scaffold post 28 may include a member 120, such as a tubular section, which is attached to the bottom arm 27 and which fixedly receives a post 121 which displaceably carries a tubular section 122 corresponding to the tubular section 120.
  • the tubular section 122 carries profiled members 15 which bridge two frameworks in a manner to form a ballustade.
  • the tubular section 122 can be locked to the post 121 in selected positions thereon, by means of a locking device which corresponds to the locking device 70 illustrated in Figure 8 and relates to the second post 101, 102.
  • the bolt 31 engages a nut 32 attached to the sleeve 101, and extends through a corresponding opening in the sleeve 101 and through an opening in the tubular section 102 in register with said sleeve opening.
  • the front end of the bolt 31 presses against the inner surface of the profiled section 102 and clamps said section into frictional engagement with an adjacent inner-wall part of the sleeve 101.
  • the profile 102 may be provided with a series of mutually spaced openings for accommodating the bolt 31, thereby to ensure that the locking device is effective even should the clamping action afforded by the free end of the bolt be lost.
  • the whole of the framework can be swung to a desired position in relation to the rafter 10, irrespective of its slope, by extending or shortening the length of the post 101, 102 between the beam 27 and its attachment 105. It is essential that the point at which the second post 101, 102 engages the rafter 10 lies between the point at which the first post engages said rafter and the facade, so that the bending moment exerted on the framework by the load can be taken up by the supportive engagement of the second post 101, 102 with the undersurface of the rafter 10.
  • the suspension stanchion and the bottom beam 27 are dimensioned so that the ballustrade 15 can be located in the immediate vicinity of the bottom edge 123 of the roof and extend upwardly therefrom, to form a shield against debris and persons sliding from the roof.
  • the bottom beam 27 shall be given a length such as to enable an appropriately wide support to be formed for floor planks 15 or the like, and the vertical extension of the stanchion shall be such as to enable floor planks to be positioned at appropriate heights in relation to the truss region.
  • the bracket 107 can be fitted to the rafter 10, prior to laying the roof thereon. For instance, the bracket or fitting 107 can be fitted onto the rafter 10 in the factory where the trusses are produced, said bracket 107 and its bolt 20 being fitted to the rafter during said manufacture.
  • the attachment device 105 may form part of the framework structure of the hanging scaffold.
  • the attachment device 105 is prevented from sliding along the undersurface of the rafter 10 when the posts 106 and 102 are mutually attached in a manner to be flexurally rigid.
  • a hole or bore may be provided in each of the legs of the U-shaped attachment device 105 and, if desired, subsequent to hanging the scaffold framework, a hole can be drilled into or through the rafter 10, via the holes in the legs of said attachment device, and a bolt or a locking pin then inserted into the hole.
  • the bolt or the locking pin may be connected to the attachment device 105 by a piece of wire or the like.
  • Figure 9 illustrates an alternative embodiment of the attachment device, which straddles the roof projection part from above.
  • the U-shaped attachment bracket is in two parts and has the form of two, substantially identical L-shaped members, each of which includes a first leg 18 having a hole provided therein and intended to lie against a corresponding side surface of the roof projection part, for instance the rafter 10, and also a second leg 19' which extends essentially perpendicular to the first leg 18 and which rests on top of the roof projection part.
  • attachment can be established by hooking the legs 19' of the L-shaped bracket members onto the rafter 10, or by driving said legs in between said rafter and a roof construction mounted thereon.
  • the bracket attachment illustrated in Figure 9 can therefore be readily dismantled from the rafter 10, even subsequent to covering the rafter with a roof construction.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Movable Scaffolding (AREA)
  • Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
  • Absorbent Articles And Supports Therefor (AREA)
  • Bridges Or Land Bridges (AREA)
  • Glass Compositions (AREA)
  • Paper (AREA)
  • Load-Engaging Elements For Cranes (AREA)
  • Supports For Pipes And Cables (AREA)
  • Defrosting Systems (AREA)

Claims (16)

  1. Hängegerüst zur Verwendung in einem Dachtraufenbereich oder einem Fassadenbereich eines Gebäudes, das vom Gebäudekörper vorspringende Dachbauteile (10) aufweist, welches Gerüst zumindest zwei Gerüstteile (16, 27, 28; 106, 27, 28) aufweist, von denen jedes von einem jeweiligen nach außen vorspringenden Dachbauteil (10) abgehängt werden kann und deren Funktion darin besteht, eine Gerüstbrüstung (15) zu tragen, wobei jedes der Gerüstteile (12, 27, 28; 106, 27, 28) einen unteren Träger (27) aufweist, von dem ein Ende eine Brüstungsstange (28) trägt und dessen anderes Ende mit einem Gerüstpfosten verbunden ist, der eine erste Stange (16, 106) aufweist, die mit einer Befestigungsvorrichtung (107, 20; 18-20) am Dachvorsprungsteil (10) derart verbindbar ist, daß sie von der Befestigungsvorrichtung herabhängt, dadurch gekennnzeichnet, daß jede Befestigungsvorrichtung (107, 20; 18-20) die Form eines im wesentlichen U-förmigen Bügels (107; 18, 19), der zum Übergreifen eines einen Dachstuhlteil (10) des Gebäudes bildenden Sparrens oder Deckenbalkens bestimmt ist, und eines Bolzens (20) besitzt, der sich horizontal durch den Dachstuhlteil (10) und ferner durch die auf jeweils gegenüberliegenden Seiten des Dachstuhlteils angeordneten Bügelschenkel (18) hindurch erstreckt, und daß das obere Ende der Teil des Gerüstteils bildenden ersten Stange (16) vom Bolzen abgehängt werden kann.
  2. Gerüst nach Anspruch 1, dadurch gekennzeichnet, daß die Schenkel (18) des U-förmigen Bügels gerade sind und sich im wesentlichen senkrecht zu dem geraden Steg (19) des Bügels erstrecken und daß der Abstand zwischen den Schenkeln (18) dem Abstand zwischen den einander gegenüberliegenden senkrechten Seiten des Dachstuhlteils (10) entspricht.
  3. Gerüst nach Anspruch 2, dadurch gekennzeichnet, daß die Schenkel (18) und der Steg (19) des U-förmigen Bügels flach sind und an den senkrechten Seitenoberflächen bzw. der obere Oberfläche des Dachstuhlteils (10) anliegen.
  4. Gerüst nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die erste Stange (16) mit dem U-förmigen Bügel (18, 19) mittels eines Paares von Verbindungsstücken (17) verbunden werden kann, die starr mit dem oberen Ende der ersten Stange (16) verbunden werden können und die dazu vorgesehen sind, angrenzend an die jeweilige senkrechte Seite des Dachstuhlteils (10) angeordnet zu werden, und die mit Öffnungen (24) zur Aufnahme des Bolzens (20) versehen sind, der sich durch den Dachstuhlteil (10) und die Bügelschenkel (18) hindurch erstreckt.
  5. Gerüst nach Anspruch 4, dadurch gekennzeichnet, daß die Öffnungen (24) die Form von Schlitzen aufweisen, deren Länge dazu ausreicht, daß die Verbindungsstücke (17) auf den jeweiligen Bolzenenden zwischen einer unteren Position, in der die unteren Enden der Verbindungsstücke mit einem bestimmten Abstand unterhalb der Unterseite des Dachstuhlteils (10') angeordnet sind, und einer oberen Position, in der die Enden oberhalb der Unterseite des Dachstuhlteils (10') angeordnet sind, verlagert werden können.
  6. Gerüst nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß der übrige Teil (26, 27) des Gerüstteils beweglich verlagerbar ist und in verschiedenen Positionen auf der ersten Stange (16) verriegelt werden kann, wobei die erste Stange die Form eines Profilteils besitzt.
  7. Gerüst nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß der übrige Teil des Gerüstteils (26, 27) Hülsen (26) aufweist, die entlang dem Profilteil (16) bewegt und in verschiedenen Positionen auf diesem verriegelt werden können, und daß die Hülse (26) einen nach außen vorspringenden Arm (27) trägt, der dazu dient, eine Unterlage für Bodenelemente (15), wie Bohlen, zu bilden.
  8. Gerüst nach Anspruch 6, dadurch gekennzeichnet, daß das Profilteil (16) die Form eines Hohlprofils, vorzugsweise eines Rechteckhohlprofils, aufweist, das entlang seiner Profillänge mit einer Reihe voneinander beabstandeter Öffnungen (29) versehen ist, daß die Hülse (26) vorzugsweise einen rechteckigen Querschnitt entsprechend dem Hohlprofil aufweist und mit einer Öffnung (30) versehen ist, die in Übereinstimmung mit einer beliebigen der im Profilteil vorgesehenen Öffnungen gebracht werden kann, und daß das Profilteil und die Hülse miteinander mit Hilfe einer Verriegelungsvorrichtung verriegelt werden können, die sich durch die Hülsenöffnung (30) und eine der Öffnungen (29) des Profilteils hindurcherstreckt.
  9. Gerüst nach Anspruch 1, dadurch gekennzeichnet, daß der Gerüstpfosten ferner eine zweite Stange (101, 102) umfaßt, die einer Abstützung gegen den Dachvorsprungsteil (10) an einem Punkt zwischen der Befestigungsvorrichtung (107) für die erste Stange und dem Gebäudekörper dient, derart, daß das Gerüstteil verstrebt und das Gerüstteil daran gehindert ist, gegen das Gebäude unter dem Einfluß vertikaler Belastungen einzuschwenken.
  10. Gerüst nach Anspruch 9, dadurch gekennzeichnet, daß die zweite Stange (101, 102) eine einstellbare Länge hat, so daß das Gerüstteil, wie gewünscht, im wesentlichen unabhängig von der Gestalt und dem Steigungswinkel des nach außen vorspringenden Dachteils positioniert werden kann.
  11. Gerüst nach Anspruch 9 oder 10, dadurch gekennzeichnet, daß die unteren Enden der ersten Stange (106) und die zweite Stange (101, 102) mit dem unteren Träger (27) des Gerüstteils fest verbunden sind.
  12. Gerüst nach einem der Ansprüche 9 bis 11, dadurch gekennzeichnet, daß die zweite Stange (101, 102) im wesentlichen senkrecht zum unteren Träger (27) des Gerüstteils verläuft.
  13. Gerüst nach einem der Ansprüche 9 bis 12, dadurch gekennzeichnet, daß die zweite Stange (101, 102) schwenkbar verbunden (103, 104) ist mit einer zugehörigen Befestigungsvorrichtung (105), die mit dem Dachvorsprungteil (10) verbunden ist.
  14. Gerüst nach einem der Ansprüche 9 bis 13, dadurch gekennzeichnet, daß die zweite Stange mit einem Dachvorsprungteil (10) über eine Befestigungsvorrichtung in Form eines U-förmigen Bügels verbunden ist, der das Dachvorsprungteil von unten übergreift und gegen ein Gleiten entlang der unteren Oberfläche dieses Teils festgelegt ist.
  15. Gerüst nach einem der Ansprüche 10 bis 14, dadurch gekennzeichnet, daß die zweite Stange (101, 102) teleskopisch ist und in gewählten Längen verriegelt werden kann.
  16. Gerüst nach einem der Ansprüche 1 bis 15, dadurch gekennzeichnet, daß die Befestigungsvorrichtung (107; 18-20) für die erste Stange in zwei Teilen ausgeführt ist und zwei einander zugewandte L-förmige Elemente aufweist, von denen jeweils ein Schenkel (19') auf der oberen Oberfläche des Dachstuhlteils (10) aufliegt.
EP90916394A 1989-10-27 1990-10-26 Hängendes gerüst Expired - Lifetime EP0497861B1 (de)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
SE8903607 1989-10-27
SE8903607A SE464479B (sv) 1989-10-27 1989-10-27 Haengstaellning
SE9002890 1990-09-11
SE9002890A SE464767B (sv) 1990-09-11 1990-09-11 Haengstaellning
PCT/SE1990/000693 WO1991006729A1 (en) 1989-10-27 1990-10-26 Hanging scaffold

Publications (2)

Publication Number Publication Date
EP0497861A1 EP0497861A1 (de) 1992-08-12
EP0497861B1 true EP0497861B1 (de) 1995-01-11

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EP90916394A Expired - Lifetime EP0497861B1 (de) 1989-10-27 1990-10-26 Hängendes gerüst

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EP (1) EP0497861B1 (de)
AT (1) ATE117039T1 (de)
AU (1) AU7040391A (de)
DE (1) DE69016041T2 (de)
DK (1) DK0497861T3 (de)
FI (1) FI921883A0 (de)
NO (1) NO177112C (de)
WO (1) WO1991006729A1 (de)

Cited By (1)

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Publication number Priority date Publication date Assignee Title
EP3957807A1 (de) * 2020-08-18 2022-02-23 Verstassepät Oy Eine gerüsttragende struktur und ein verfahren zum zusammenbau eines gerüstes

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU721858B2 (en) * 1996-11-06 2000-07-13 de Malmanche, Caroline Safety rail system
AU779204B2 (en) * 2000-05-25 2005-01-13 Eric J. Batty Hangform scaffold
ITUD20020004A1 (it) * 2002-01-15 2003-07-15 Francesco Savio Modulo per ponteggi a sbalzo

Family Cites Families (5)

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Publication number Priority date Publication date Assignee Title
DE661100C (de) * 1938-06-10 Erich Stark Klammer, insbesondere zur Aufhaengung von Dachbuegelruestungen
CH395503A (de) * 1962-08-15 1965-07-15 Brenner Adolf An einem Bauwerk abzustützendes Arbeitsgerüst, insbesondere für Spenglerarbeiten
FR2299476A2 (fr) * 1975-01-30 1976-08-27 Goubaud Michel Structure d'echafaudage du type porte par la construction, en particulier p
SE404711B (sv) * 1977-04-01 1978-10-23 Sundstrom Nils Sune Stellning
DE3341031A1 (de) * 1983-11-12 1984-06-14 Anton 7971 Aitrach Schad Geruestkonsole zum herstellen eines an den zur dachkonstruktion gehoerenden sparren, pfetten, riegel usw. befestigten in der hoehe u. breite verstellbaren konsolengeruestes

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3957807A1 (de) * 2020-08-18 2022-02-23 Verstassepät Oy Eine gerüsttragende struktur und ein verfahren zum zusammenbau eines gerüstes
EP4293175A3 (de) * 2020-08-18 2024-02-28 Pica teline Oy Gerüststützstruktur und verfahren zur montage eines gerüsts

Also Published As

Publication number Publication date
DE69016041D1 (de) 1995-02-23
NO177112B (no) 1995-04-10
EP0497861A1 (de) 1992-08-12
AU7040391A (en) 1991-05-31
NO177112C (no) 1995-07-19
NO921599L (no) 1992-04-24
FI921883A (fi) 1992-04-27
ATE117039T1 (de) 1995-01-15
DE69016041T2 (de) 1995-05-24
DK0497861T3 (da) 1995-03-20
WO1991006729A1 (en) 1991-05-16
NO921599D0 (no) 1992-04-24
FI921883A0 (fi) 1992-04-27

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