EP1045088A1 - Gerüsttragvorrichtung - Google Patents
Gerüsttragvorrichtung Download PDFInfo
- Publication number
- EP1045088A1 EP1045088A1 EP00107286A EP00107286A EP1045088A1 EP 1045088 A1 EP1045088 A1 EP 1045088A1 EP 00107286 A EP00107286 A EP 00107286A EP 00107286 A EP00107286 A EP 00107286A EP 1045088 A1 EP1045088 A1 EP 1045088A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- connection head
- scaffolding
- support device
- scaffold
- units
- 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
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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
- E04G7/00—Connections between parts of the scaffold
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/32—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using wedges
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- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
- E04G1/12—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means comprising members of special, e.g. composite, cross-section or with lugs or the like or lateral apertures for supporting or attaching other members
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- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
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- 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
- E04G7/00—Connections between parts of the scaffold
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/301—Scaffolding bars or members with non-detachably fixed coupling elements for connecting bars or members which are parallel or in end-to-end relation
Definitions
- the present invention relates to a scaffold support device, in particular empty scaffolding device, with several Scaffolding in a longitudinal axis predetermined grid circumferential perforated disks with recesses exhibit.
- Such scaffolding support devices are preferred in Construction site area used.
- an insert as Support, support or formwork scaffold possible.
- Such scaffolding support devices are said to have a high load-bearing capacity easy and flexible to use or be removable.
- Known frameworks are self-contained systems, which consist of frames and diagonals with snap claws. Scaffolding towers are preferred. You want to connecting several towers to form a spatial support system one works with pipe couplings, i.e. quasi out of system connect. Height adjustment is in a limited range through the use of head or foot spindles possible.
- the present invention the task or that underlying technical problem, a scaffolding support device to improve the type mentioned at the outset in such a way that a increased load capacity is achieved, the advantages of a quick and flexible assembly or disassembly while ensuring a reliable Deriving the occurring forces is made possible.
- the aim is to specify a scaffold support device that a high variability with regard to the formation of two- and three-dimensional support structures, in terms of Adaptation of the geometry to existing conditions and guaranteed in terms of load capacity.
- the object of the invention is in particular or the technical problem underlying, in broad Parts of existing scaffolding system components, to solve the task.
- the scaffold support device according to the invention is by Features of independent claim 1 given. Beneficial Refinements and developments are the subject of dependent claims.
- the scaffold support device stands out accordingly from the fact that at least one connection head device there is at least two with each other connected connection head units for connection to the Has perforated discs of the scaffolding stems, whereby, each Connection head unit in a known manner one of one end face open slot to attach to the Perforated disc and one perpendicular to the slot on the connection head unit has existing, continuous recess and the recess of the connection head unit with a recess the perforated disk can essentially be brought to cover and a wedge is releasably clamped in both recesses can be fixedly arranged, and the slots of the Terminal head units are arranged in one level and seen the recesses for the wedges in a plan view at a predetermined angle, in particular larger or smaller than 180 ° (old degree), are arranged and thereby the Coupling of at least two adjacent in the longitudinal direction scaffolding stems running parallel.
- connection head device as such. This allows through the one predetermined angle arranged connection head units almost any connection of scaffolding stems due to the coupling by the connection head device interact statically load-bearing. This allows the Load capacity for the derivation of vertical and horizontal Loads of scaffolding support devices can be increased significantly.
- a particularly preferred embodiment of a scaffold support device the lower support structures, in particular Foot spindles and / or upper support structures, in particular head spindles on which the scaffolding stems or other components, e.g. yoke beams for formwork, etc. are stored, are characterized by that at least one load centering unit with one Central tube is present, at least two over Console units in the radial direction in one predetermined angle are arranged on the central tube the central tube connected recording units for Scaffolding stems are in place, the spindle over the Spindle nut is mounted on the central tube and the Spindle rod of the spindle is longitudinally displaceable in the central tube is feasible.
- connection head units are each designed such that they have been connecting a scaffold component in the long enable proven wedge lock technology.
- connection head units provide for a reliable connection with the to enable proven components of a scaffold.
- connection head device has two connection head units has, which is arranged at an angle of 90 ° are, or the connection head device three connection head units has, which is arranged at an angle of 90 ° are, or the connection head device three connection head units has, which is arranged at an angle of 120 ° are, or the connection head device four connection head units has, which is arranged at an angle of 90 ° are, or the connection head device six connection head units has, which is arranged at an angle of 60 ° are.
- connection head device a Has core unit with a polygonal peripheral contour their respective polygon outside in a top view seen a connection head unit is arranged.
- a particularly advantageous embodiment of the scaffold support device according to the invention stands out characterized in that the load centering unit has four receiving units and the angle between the recording units Is 90 °.
- the receiving units are preferred as tubular profile units trained according to a particularly advantageous Design as a plug-in or plug-in Pipe connection is formed.
- the Reliable load centering on the lower support structure guaranteed is characterized in that the receiving units with radially rotating perforated disks Have recesses that are suitable, scaffolding stems, Scaffold diagonals or similar rod elements with the corresponding wedge lock training or a additional coupling of several scaffolding posts with the Connection head device according to the invention with several To effect connection head units.
- This will make one easy assembly and disassembly guaranteed, and overall one rectangular in plan or square-shaped scaffold support device enables the particularly high load capacities guaranteed.
- connection head device is designed as a casting.
- the Console unit has a narrow, high rectangular cross section has and preferably made of steel or aluminum consists.
- the entire load centering unit can Steel or aluminum exist.
- connection head device a central continuous recess has, which is preferably round and to Purpose of guiding the spindle rod of the head spindle or Serves spindle. This allows the load centering unit omitted.
- the spindle rod is on the underside and / or a hollow profile unit on the top of the connection head device connected, in addition to the spindle rod is guided axially displaceable.
- the scaffold support device according to the invention offers a high Variability in individual training Support structures. So a preferred one stands out Embodiment characterized in that the scaffold support device as a heavy-duty prop with two, three or four in the corners of an imaginary square arranged scaffolding is formed and the scaffolding stems via connection head devices and / or an upper and lower load centering unit are coupled.
- Another flat support structure becomes special according to one advantageous embodiment ensures that at least two heavy duty supports by connecting Scaffolding bars and scaffold diagonals using connection head units to the perforated disks of the scaffolding stems, flat support structures are formed.
- a spatial support structure is characterized by the fact that at least three heavy duty supports by connecting Scaffolding bars and scaffold diagonals using connection head units to the perforated discs of the individual scaffold posts a spatial support structure are formed.
- a particularly advantageous embodiment of the invention Scaffold support device is characterized by that in each corner area one seen in a top view polygonal outer circumference contour of the scaffold support device at least two, three or four scaffolding stems are arranged, via at least one connection head device and / or an upper and lower load centering unit are coupled.
- scaffold support device as a support tower to train, which is characterized in that in each Corner area of a rectangular seen in a plan view or square outer circumference contour four each arranged in a corner area of an imaginary square Scaffolding stems are present that have connection head facilities are coupled together.
- Such Design of the scaffolding support device according to the invention ensures particularly high load capacities and is also in able to reliably derive horizontal forces. The above and below are described here Load centering units used.
- the scaffold support device stands out through a high variability in every respect. So can for example by coupling four scaffold posts a heavy duty prop in the manner described above generated, which has the particular advantage that about the proven wedge lock technology for connecting Scaffold diagonals and scaffold bars practically any Room scaffold geometries can be produced in a simple manner are.
- By connecting horizontal scaffolding bars can the kink length of the stems and thus the height of the Load can be influenced.
- At the same time is also through the Choice of the number of couplings or the choice of Number of scaffolding posts can also influence the load-bearing capacity.
- a scaffold support device 10 which is used as a scaffolding tower is formed, has scaffolding posts 12 with in the longitudinal axis direction arranged in a predetermined grid R.
- the scaffold posts 12, scaffold diagonals 18 and scaffold bars 20 are components from the well-known Layher all-round scaffolding system. The components are interconnected about the proven wedge lock technology.
- the Ends of the scaffold diagonals 18 and the scaffold bars 20 Connection head units 22 integrally formed, one of the Have open slot 24 on the end face, so that the Terminal head units 22 on the perforated disk 14 can be postponed.
- the perforated disc 14 itself has recesses 16 distributed radially around the circumference.
- each connection head unit 22 has a vertical one continuous recess 26 extending to slot 24, which in turn has a recess 16 in the perforated disk 14 can be brought to cover. In this state, a Wedge 28 in recess 26 and recess 16 struck so that a permanently reliable Connection of the components is guaranteed.
- This connection technology is known as such.
- the scaffold support device 10 is in the form of a square support tower educated. In each corner area of the square are total four scaffolding stems 12 running parallel to each other arranged. The four scaffold posts 12 are via connection head devices 30 coupled to each other, whereby the Load capacity of the entire scaffold support device 10 enormous can be increased.
- connection head device 30 sees according to a first Embodiment 30.1 so that they have two connection head units 22 has that at an angle of 180 ° are arranged to each other, i.e. from both ends forth the slots 24 are present.
- two are adjacent arranged scaffolding stems 12 coupled together simply drive a total of two wedges 28 into the Recesses 26 and 16.
- a side view of the Details of such a coupling is enlarged in FIG. 3 shown.
- connection head devices 30 seen in FIG. 2 in a plan view arranged in the side edges of an imaginary square are, whose corner points in the axes of the four scaffold posts 12 lie.
- the outer circumference is offset by an angle 56 of 90 ° a total of four slim, high rectangular profiles as console units 54 welded to the free end area tubular receiving units 58 are in turn welded on, whose longitudinal axis each corresponds to the longitudinal axis of the associated one Scaffold 12 coincides.
- console units 54 welded to the free end area tubular receiving units 58 are in turn welded on, whose longitudinal axis each corresponds to the longitudinal axis of the associated one Scaffold 12 coincides.
- each receiving unit 58 Perforated disc 14 welded with recesses 16 so that in Area of the load centering unit 50.1 an additional Coupling of the four incoming scaffolding posts 12 by means of Connection head devices 30.1 can be made or further scaffold bars 20 or scaffold diagonals 18 can be connected.
- the spindle rod 44 is one Head spindle 42 guided, the head spindle 42 over the Spindle nut 46 is mounted on the central tube 52, the its load over the console units 54 and receiving units 58 to the four scaffolding posts 12.
- the end region of the head spindle 42 is a U-shaped one that is open at the top Support shoe 48 articulated, the For example, one is not suitable shown yoke carrier to record.
- Receptacles 64 can in the upper load centering unit 50.2 are omitted, since such sleeves 66 are already in inserted into the upper end region of each scaffold post 12 are.
- FIG. 7 The connection of the head spindle 42 via the load centering unit 50.2 to the four scaffold posts 12 is in FIG. 7 shown schematically.
- connection head device 30.1 is already on the occasion of Description of Figures 1 to 3 has been explained.
- the two connection head units 22 an angle 32 of 180 ° to each other.
- connection head device 30.2 In the embodiment of a connection head device 30.2 according to FIG. 9 are also two connection head units 22 present on a core unit 60, which, however, in one Angle 32 of 90 ° to one another to a core unit 60 are connected.
- the possibility of arranging a third connection head unit 22 is at an angle of 90 ° indicated by dashed lines in FIG. 9.
- connection head device 30.3 A particularly preferred embodiment of a connection head device 30.3 is shown in Fig. 10.
- connection head device 30.3 can the four connection head devices 30.1 for the four available in the corner area Scaffolding posts 12 of the scaffolding support device 10 according to FIG. 2 replace, in the areas where the interior no further component between the four scaffolding posts 12 is available.
- connection head units 22 via the slot 24 on existing on the scaffolding posts 12 Perforated disks 14 pushed on. These perforated disks are in the Figures 8, 9 and 10 indicated by dashed lines.
- connection head device is essential to the invention to look at, for example, a polygonal core unit has, on the outside connection head units are connected.
- the polygon can be a triangle, Rectangle, pentagon, hexagon or the like.
- FIG Fig. 11 An embodiment with a hexagonal core unit 60 is shown in FIG Fig. 11 shown. There is one on each outside of the polygon Connection head unit 22 connected.
- FIG. 11 draws another one Special feature.
- At the center of the core unit 60 is one of Continuous recess 36 at the top, whereby A hollow profile unit 38 on the top and bottom is connected, the inside diameter of which Corresponds to the inner diameter of the recess 36.
- This connection is in Fig. 13 is shown schematically.
- the head spindle 42 gives the load on the hollow profile unit via its spindle nut 46 38 and thus to the connection head device 30.4 again their stress on that in Fig. 13 not closer passes the scaffolding shown.
- the same connection head device can also be used in the area of a foot spindle Load centering and coupling are available.
- the core unit 60 with or without recess 36 can also be used as Profile element be formed.
- a recess 36 can also, for example, in a square core unit 60 (for example according to FIG. 10) to be available.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Description
- Fig. 1
- schematische Seitenansicht einer Gerüsttragvorrichtung, ausgebildet als Lehrgerüsttragturm, wobei in jedem Eckbereich eines Quadrats vier Gerüststiele vorhanden sind, die mit einer Fußspindel, einer Kopfspindel und Anschlusskopfeinrichtungen statisch zusammenwirkend ausgebildet sind,
- Fig. 2
- schematischer Schnitt durch die Gerüsttragvorrichtung gemäß Fig. 1 entlang der Schnittführung I - I ohne Darstellung der Fußspindel,
- Fig. 3
- schematische Darstellung der Seitenansicht des Details A gemäß Fig. 1,
- Fig. 4a, b, c
- schematische Darstellung der unteren Lastzentriereinheit der Gerüsttragvorrichtung gemäß Fig. 1,
- Fig. 5
- schematische Seitenansichtsdarstellung einer unteren Auflagerkonstruktion mit Lastzentriereinheit und Fußspindel gemäß Fig. 4,
- Fig. 6a, b, c
- schematische Darstellung der oberen Lastzentriereinheit der Gerüsttragvorrichtung gemäß Fig. 1,
- Fig. 7
- schematische Seitenansichtsdarstellung einer oberen Auflagerkonstruktion mit Lastzentriereinheit und Kopfspindel und oberer Auflagerkonstruktion gemäß Fig. 6,
- Fig. 8
- schematische Perspektivdarstellung einer Anschlusskopfeinrichtung mit Anschlusskopfeinheiten, die in einem Winkel von 180° angeordnet sind,
- Fig. 9
- schematische Perspektivdarstellung einer Anschlusskopfeinrichtung mit zwei Anschlusskopfeinheiten, die in einem Winkel von 90° angeordnet sind,
- Fig. 10
- schematische Perspektivdarstellung einer Anschlusskopfeinrichtung mit vier Anschlusskopfeinheiten, die in einem Winkel von jeweils 90° angeordnet sind,
- Fig. 11
- schematische Draufsicht auf eine Anschlusskopfeinrichtung, die sechsecksmäßig polygonal angeordnete Anschlusskopfeinheiten aufweist,
- Fig. 12
- schematische Seitenansicht der Anschlusskopfeinrichtung gemäß Fig. 11 und
- Fig. 13
- schematischer Längsschnitt der Anordnung der Anschlusskopfeinrichtung gemäß Fig. 11 beziehungsweise Fig. 12 im Bereich einer Kopfspindel einer Gerüsttragvorrichtung.
Claims (24)
- Gerüsttragvorrichtung (10), insbesondere Lehrgerüstvorrichtung, mitmehreren Gerüststielen (12), die in einem in Längsachsenrichtung vorgegebenen Raster (R) umlaufende Lochscheiben (14) mit Ausnehmungen (16) aufweisen,
dadurch gekennzeichnet, dasszumindest eine Anschlusskopfeinrichtung (30.1 bis 30.4) vorhanden ist, die zumindest zwei miteinander verbundene Anschlusskopfeinheiten (22) zum Anschluss an die Lochscheiben (14) der Gerüststiele (12) aufweist, wobeijede Anschlusskopfeinheit (22) in bekannter Art und Weise einen von einer Stirnseite offenen Schlitz (24)zum Aufstecken auf die Lochscheibe (14) und eine senkrecht zum Schlitz (24) an der Anschlusskopfeinheit (22) vorhandene, durchgehende Ausnehmung (26) aufweist und die Ausnehmung (26) der Anschlusskopfeinheit (22) mit einer Ausnehmung (16) der Lochscheibe (14) im Wesentlichen zur Deckung bringbar ist und in beiden Ausnehmungen (22; 16) lösbar klemmend ein Keil (28) festschlagbar anordenbar ist, unddie Schlitze (24) der Anschlusskopfeinheiten (22) in einer Ebene angeordnet sind und die Ausnehmungen (26) für die Keile (28) in einer Draufsicht gesehen in einem vorgegebenen Winkel (32), insbesondere größer oder kleiner als 180° (Altgrad), angeordnet sind und dadurch die Koppelung zumindest zweier in Längsrichtung benachbart parallel verlaufender Gerüststiele (12) erfolgt. - Gerüsttragvorrichtung nach Anspruch 1 oder dem Oberbegriff von Anspruch 1 mitzumindest einer unteren Auflagerkonstruktion, insbesondere Fußspindel (40) und/oder oberen Auflagerkonstruktion, insbesondere Kopfspindel (42), an denen die Gerüststiele (12) beziehungsweise Bauteile, wie z.B. Jochträger für Schalungen, gelagert sind,
dadurch gekennzeichnet, dasszumindest eine Lastzentriereinheit (50.1; 50.2) mit einem Zentralrohr (52) vorhanden ist,zumindest zwei über Konsoleinheiten (54), die in radialer Richtung in einem vorgegebenen Winkel (56) an dem Zentralrohr (52) angeordnet sind, an das Zentralrohr (52) angeschlossene Aufnahmeeinheiten (58) für Gerüststiele vorhanden sind,die Spindeln (40,42) jeweils über die Spindelmutter (46) an dem Zentralrohr gelagert sind und die Spindelstange (44) der Spindel (40, 42) in dem Zentralrohr (52) längsverschieblich führbar ist. - Gerüsttragvorrichtung nach Anspruch 1 und/oder 2,
dadurch gekennzeichnet, dassdie Anschlusskopfeinrichtung (30.2) zwei Anschlusskopfeinheiten (22) aufweist und der Winkel (32) 90° (Altgrad) beträgt. - Gerüsttragvorrichtung nach Anspruch 1 und/oder 2,
dadurch gekennzeichnet, dassdie Anschlusskopfeinrichtung (30.2) drei Anschlusskopfeinheiten (22) aufweist und der Winkel (32) 90° (Altgrad) beträgt. - Gerüsttragvorrichtung nach Anspruch 1 und/oder 2,
dadurch gekennzeichnet, dassdie Anschlusskopfeinrichtung drei Anschlusskopfeinheiten aufweist und der Winkel 120° (Altgrad) beträgt. - Gerüsttragvorrichtung nach Anspruch 1 und/oder 2,
dadurch gekennzeichnet, dassdie Anschlusskopfeinrichtung (30.3) vier Anschlusskopfeinheiten (22) aufweist und der Winkel (32) 90° (Altgrad) beträgt. - Gerüsttragvorrichtung nach Anspruch 1 und/oder 2,
dadurch gekennzeichnet, dassdie Anschlusskopfeinrichtung (30.4) sechs Anschlusskopf-einheiten (22) aufweist und der Winkel (32) 60° (Altgrad) beträgt. - Gerüsttragvorrichtung nach Anspruch 1 und/oder 2, dadurch gekennzeichnet, dassdie Anschlusskopfeinrichtung (30.4) eine Kerneinheit (60) mit polygonartiger Umfangskontur aufweist, an deren jeweiliger Polygon-Außenseite eine Anschlusskopfeinheit (22) angeordnet ist.
- Gerüsttragvorrichtung Gerüstvorrichtung nach einem oder mehreren der Ansprüche 2 bis 8,
dadurch gekennzeichnet, dassdie Lastzentriereinheit (50.1; 50.2) vier Aufnahmeeinheiten (58) aufweist und der Winkel (56) zwischen den Aufnahmeeinheiten (58) 90° (Altgrad) beträgt. - Gerüsttragvorrichtung Gerüstvorrichtung nach einem oder mehreren der Ansprüche 2 bis 9,
dadurch gekennzeichnet, dassdie Aufnahmeeinheiten (58) als Rohrprofileinheiten ausgebildet sind. - Gerüsttragvorrichtung nach einem oder mehreren der Ansprüche 2 bis 10,
dadurch gekennzeichnet, dassdie Verbindung zwischen den Aufnahmeeinheiten (58) und den Gerüststielen (12) als eingesteckte beziehungsweise einsteckbare Rohrverbindung ausgebildet ist. - Gerüsttragvorrichtung nach einem oder mehreren der Ansprüche 1 bis 11,
dadurch gekennzeichnet, dassdie Aufnahmeeinheiten (58) radial umlaufende Lochscheiben (14) mit Ausnehmungen(16) aufweisen zum Anschluss von Gerüststielen, -diagonalen oderstabelementen mit Anschlusskopfeinheiten (22)und/oder zum Anschluss von Anschlusskopfeinrichtungen (30) zur Koppelung von Gerüststielen. - Gerüsttragvorrichtung nach einem oder mehreren der Ansprüche 1 bis 12,
dadurch gekennzeichnet, dassdie Anschlusskopfeinrichtung als Gussteil ausgebildet ist. - Gerüsttragvorrichtung nach einem oder mehreren der Ansprüche 1 bis 13,
dadurch gekennzeichnet, dassdie Konsoleinheit (54) einen schmalen, hohen Rechteckquerschnitt aufweist. - Gerüsttragvorrichtung nach einem oder mehreren der vorstehenden Ansprüche,
dadurch gekennzeichnet, dassdie Lastzentriereinheit (50.1; 50.2) aus Stahl oder Aluminium besteht. - Gerüsttragvorrichtung nach einem oder mehreren der vorstehenden Ansprüche,
dadurch gekennzeichnet, dassdie Anschlusskopfeinrichtung (30.4) eine zentrale durchgehende Ausnehmung (36) aufweist. - Gerüsttragvorrichtung nach Anspruch 16,
dadurch gekennzeichnet, dassdie Ausnehmung (36) rund ausgebildet ist und deren Innendurchmesser geringfügig kleiner ist als der Außendurchmesser der Spindelstange (44).. - Gerüsttragvorrichtung nach Anspruch 16 und/oder 17,
dadurch gekennzeichnet, dassunterseitig und/oder oberseitig an die Anschlusskopfeinrichtung (30.4) eine Hohlprofileinheit (38) mit demselben Innendurchmesser wie die Ausnehmung (36) angeschlossen ist. - Gerüsttragvorrichtung nach einem oder mehreren der Ansprüche 16 bis 18,
dadurch gekennzeichnet, dasseine Spindelstange in der Ausnehmung (36) und/oder der Hohlprofileinheit (38) geführt ist. - Gerüsttragvorrichtung nach einem oder mehreren der vorstehenden Ansprüche,
dadurch gekennzeichnet, dassdie Gerüsttragvorrichtung als Schwerlaststütze mit zwei, drei oder vier in den Ecken eines gedachten Vielecks, insbesondere Quadrats angeordneten Gerüststielen ausgebildet ist und die Gerüststiele über Anschlusskopfeinrichtungen und/oder eine obere und untere Lastzentriereinheit gekoppelt sind. - Gerüsttragvorrichtung nach Anspruch 20,
dadurch gekennzeichnet, dasszumindest zwei Schwerlaststützen durch den Anschluss von Gerüstriegeln und Gerüstdiagonalen mittels Anschlusskopfeinheiten an die Lochscheiben der Gerüststiele zu scheibenförmigen, ebenen Tragkonstruktionen ausgebildet sind. - Gerüsttragvorrichtung nach Anspruch 20,
dadurch gekennzeichnet, dasszumindest drei Schwerlaststützen durch den Anschluss von Gerüstriegeln und Gerüstdiagonalen mittels Anschlusskopfeinheiten an die Lochscheiben der einzelnen Gerüststiele zu einer räumlichen Tragkonstruktion ausgebildet sind. - Gerüsttragvorrichtung nach einem oder mehreren der vorstehenden Ansprüche,
dadurch gekennzeichnet, dassin jedem Eckbereich einer in einer Draufsicht gesehen polygonalen Außenumfangskontur der Gerüsttragvorrichtung zumindest zwei, drei oder vier Gerüststiele angeordnet sind, die über zumindest eine Anschlusskopfeinrichtung und/oder eine obere und untere Lastzentriereinheit gekoppelt sind, wobei die Vorrichtung durch den Anschluss von Gerüstriegeln und Gerüstdiagonalen mittels Anschlusskopfeinheiten an die Lochscheiben der einzelnen Gerüststiele zu einer räumlichen Tragkonstruktion ausgebildet ist. - Gerüsttragvorrichtung nach Anspruch 23,
dadurch gekennzeichnet, dassin jedem Eckbereich einer in einer Draufsicht gesehen rechteckigen oder quadratischen Außenumfangskontur jeweils vier jeweils in einem Eckbereich eines gedachten Quadrats oder Rechteckes angeordnete Gerüststiele (12) vorhanden sind.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29906742U DE29906742U1 (de) | 1999-04-15 | 1999-04-15 | Gerüsttragvorrichtung |
DE29906742U | 1999-04-15 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1045088A1 true EP1045088A1 (de) | 2000-10-18 |
EP1045088B1 EP1045088B1 (de) | 2004-06-23 |
Family
ID=8072273
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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EP00107286A Expired - Lifetime EP1045088B1 (de) | 1999-04-15 | 2000-04-04 | Gerüsttragvorrichtung |
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---|---|
EP (1) | EP1045088B1 (de) |
DE (2) | DE29906742U1 (de) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2238115A1 (es) * | 2002-11-06 | 2005-08-16 | Eugenio Del Castillo Cabello | Nudo para estabilizador de estructuras de fachadas. |
EP1662070A1 (de) * | 2004-11-29 | 2006-05-31 | de Leeuw, Petrus Johannes Lambertus | Versteiftes modulares Gerüstsystem |
DE102008006911A1 (de) | 2008-01-24 | 2009-07-30 | Wilhelm Layher Verwaltungs-Gmbh | Zum Aufbau einer Rahmenstütze, eines Traggerüsts und/oder eines Traggerüstturms bestimmter Vertikalrahmen |
DE202010013128U1 (de) | 2010-12-15 | 2011-03-03 | Wilhelm Layher Verwaltungs-Gmbh | Anschlusskopfeinrichtung zum Anschluss an einer Lochscheibe eines Gerüststiels bzw. zum Koppeln mehrerer mit Lochscheiben versehenen Gerüststiele |
WO2017207263A1 (de) * | 2016-05-31 | 2017-12-07 | Wilhelm Layher Verwaltungs-Gmbh | Vertikalträgerbaugruppe für einen schwerlast-gerüstturm |
CN112177316A (zh) * | 2020-09-09 | 2021-01-05 | 滁州金诚金属制品有限公司 | 一种脚手架的圆盘固定机构 |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR3025539B1 (fr) * | 2014-09-05 | 2017-06-30 | Jean Paul Charlec | Structures modulaires provisoires en aluminium |
DE102018217042A1 (de) * | 2018-10-04 | 2020-04-09 | Peri Gmbh | Schwerlast-Gerüstturm in optimierter Modulgerüstbauweise |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3742662A (en) * | 1971-08-05 | 1973-07-03 | Hursh Jack E Millbrae | Shoring frame system |
DE2556365A1 (de) * | 1975-12-15 | 1977-06-23 | Peiner Masch Schrauben | Stuetzenturm |
US4044523A (en) * | 1974-10-16 | 1977-08-30 | Eberhard Layher | Frame structure, particularly scaffolding |
GB2273739A (en) * | 1992-12-23 | 1994-06-29 | Noel Doyle | Couplings |
FR2734301A1 (fr) * | 1995-05-19 | 1996-11-22 | Iraolagoitia Ugalde Sixto | Structure perfectionnee pour les echafaudages destines au batiment |
EP0855483A1 (de) * | 1997-01-24 | 1998-07-29 | Günter Rux Gmbh | Baukonstruktion |
-
1999
- 1999-04-15 DE DE29906742U patent/DE29906742U1/de not_active Expired - Lifetime
-
2000
- 2000-04-04 EP EP00107286A patent/EP1045088B1/de not_active Expired - Lifetime
- 2000-04-04 DE DE50006862T patent/DE50006862D1/de not_active Expired - Lifetime
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3742662A (en) * | 1971-08-05 | 1973-07-03 | Hursh Jack E Millbrae | Shoring frame system |
US4044523A (en) * | 1974-10-16 | 1977-08-30 | Eberhard Layher | Frame structure, particularly scaffolding |
DE2556365A1 (de) * | 1975-12-15 | 1977-06-23 | Peiner Masch Schrauben | Stuetzenturm |
GB2273739A (en) * | 1992-12-23 | 1994-06-29 | Noel Doyle | Couplings |
FR2734301A1 (fr) * | 1995-05-19 | 1996-11-22 | Iraolagoitia Ugalde Sixto | Structure perfectionnee pour les echafaudages destines au batiment |
EP0855483A1 (de) * | 1997-01-24 | 1998-07-29 | Günter Rux Gmbh | Baukonstruktion |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2238115A1 (es) * | 2002-11-06 | 2005-08-16 | Eugenio Del Castillo Cabello | Nudo para estabilizador de estructuras de fachadas. |
EP1662070A1 (de) * | 2004-11-29 | 2006-05-31 | de Leeuw, Petrus Johannes Lambertus | Versteiftes modulares Gerüstsystem |
DE102008006911A1 (de) | 2008-01-24 | 2009-07-30 | Wilhelm Layher Verwaltungs-Gmbh | Zum Aufbau einer Rahmenstütze, eines Traggerüsts und/oder eines Traggerüstturms bestimmter Vertikalrahmen |
WO2009092340A1 (de) | 2008-01-24 | 2009-07-30 | Wilhelm Layher Verwaltungs-Gmbh | Zum aufbau einer rahmenstütze, eines traggerüsts und/oder eines traggerüstturms bestimmter vertikalrahmen |
US8439166B2 (en) | 2008-01-24 | 2013-05-14 | Wilhelm Layher Verwaltungs-Gmbh | Vertical frame intended for the construction of a frame support, a supporting scaffold and/or a supporting scaffold tower |
DE202010013128U1 (de) | 2010-12-15 | 2011-03-03 | Wilhelm Layher Verwaltungs-Gmbh | Anschlusskopfeinrichtung zum Anschluss an einer Lochscheibe eines Gerüststiels bzw. zum Koppeln mehrerer mit Lochscheiben versehenen Gerüststiele |
EP2466034A1 (de) | 2010-12-15 | 2012-06-20 | Wilhelm Layher Verwaltungs-GmbH | Anschlusskopfeinrichtung zum Anschluss an einer Lochscheibe eines Gerüststiels bzw. zum Koppeln mehrerer mit Lochscheiben versehenen Gerüststiele |
WO2017207263A1 (de) * | 2016-05-31 | 2017-12-07 | Wilhelm Layher Verwaltungs-Gmbh | Vertikalträgerbaugruppe für einen schwerlast-gerüstturm |
CN112177316A (zh) * | 2020-09-09 | 2021-01-05 | 滁州金诚金属制品有限公司 | 一种脚手架的圆盘固定机构 |
Also Published As
Publication number | Publication date |
---|---|
DE29906742U1 (de) | 1999-12-16 |
EP1045088B1 (de) | 2004-06-23 |
DE50006862D1 (de) | 2004-07-29 |
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