EP0991829B1 - Rosettenförmige haltevorrichtung für gerüstelemente - Google Patents
Rosettenförmige haltevorrichtung für gerüstelemente Download PDFInfo
- Publication number
- EP0991829B1 EP0991829B1 EP98937512A EP98937512A EP0991829B1 EP 0991829 B1 EP0991829 B1 EP 0991829B1 EP 98937512 A EP98937512 A EP 98937512A EP 98937512 A EP98937512 A EP 98937512A EP 0991829 B1 EP0991829 B1 EP 0991829B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- holding device
- holes
- indentations
- vertical
- tubes
- 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
Links
- 238000007373 indentation Methods 0.000 claims description 14
- 150000001875 compounds Chemical class 0.000 claims 1
- ZZUFCTLCJUWOSV-UHFFFAOYSA-N furosemide Chemical compound C1=C(Cl)C(S(=O)(=O)N)=CC(C(O)=O)=C1NCC1=CC=CO1 ZZUFCTLCJUWOSV-UHFFFAOYSA-N 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
Images
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
-
- 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
- E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
- E04G7/306—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
- E04G7/307—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect with tying means for connecting the bars or members
Definitions
- the invention relates to a disk-shaped, substantially circular vertical scaffold tubes holding device with openings for Attach horizontal and / or diagonal scaffolding elements that are attached to the Perimeter at least two indentations opposite each other on a central axis having.
- Disc-shaped holding devices on vertical scaffolding tubes for hanging in Horizontal and / or diagonal scaffolding elements are e.g. from DE-PS-24 49 124 known.
- the holding devices are with circular disks Breakthroughs are formed at regular intervals on the Scaffold elements attached.
- Scaffold tubes that are equipped with these holding devices can only be stacked horizontally to a very limited extent, for example for transport purposes, since the stacks are unstable. Furthermore, the two above-mentioned embodiments have the disadvantage that the distance between two vertical scaffold tubes standing next to one another must be relatively large, owing to the shape of the holding device. For example, this can result in relatively large gaps between two floor coverings and corresponding safety risks. The material utilization is also not optimal with the above-mentioned holding devices.
- the object is achieved by providing a disk-shaped, solved in a substantially circular holding device according to claim 1.
- Preferred embodiments of the holding device according to the invention are Subject of the subclaims.
- the boundary line is preferably somewhat flattened in the edge region.
- the holding device has four indentations, which in the Edge area of the holding device on two standing at right angles to each other Central axes are arranged.
- a central axis in the sense of the invention runs through the center of the substantially circular holding device; i.e. the Indentations are at an angle of 90 °, 180 °, 270 ° and 360 ° to each other arranged.
- the holding device also preferably has eight indentations, which in the The edge area of the holding device is symmetrical by two at right angles mutually center axes are arranged; i.e. four indentations each are arranged to the right and left of the central axes that both central axes Represent axes of symmetry.
- the holding device has four openings, which are elongated and radial to the cross-section of the vertical scaffold tube in two mutually perpendicular Directions are arranged, the openings in the radial direction to Cross section of the vertical scaffolding tubes have boundary surfaces and their Width at the narrowest point is equal to the thickness of one at the vertical and / or diagonal scaffolding elements attached fastener.
- the fastener is preferably a wedge.
- the holding device particularly preferably has further ones, in each case between two of the elongated openings arranged openings, the dimensions of which are radial Direction is equal to the dimension of the elongated openings and their width Is multiple of the width of the elongated openings.
- the shape of the lateral boundaries is particularly preferred several sections of circumferences together.
- the holding devices are preferably 8.0 to 12.0 mm, particularly preferably 8.8 up to 9.2 mm thick and are preferably made of St 37, St 52 or QSTE-380.
- the holding device according to the invention is at regular intervals, preferably at a distance of 45-55 cm, on the vertical scaffold tube appropriate.
- the holding device according to the invention makes it possible to determine the distance between to reduce two adjacent vertical scaffold tubes. Moreover becomes a stack of vertically stacked vertical scaffold tubes by the holding device according to the invention much more stable. Furthermore, one better use of material possible by the holding device according to the invention.
- FIG. 3 shows two scaffold tubes equipped with the holding device according to the invention and connected with a clamp.
- the circular holding device (1) according to the invention shown in FIG. 1 has eight indentations (2) on the circumference, which are arranged symmetrically on the right and left in each case about two central axes perpendicular to one another.
- the boundary line (3) is essentially shaped as a section of a circle.
- the radius of the circle is 24 mm and thus corresponds to half the outer diameter of a conventional vertical scaffold tube (4).
- the boundary line is somewhat flattened in its edge region in order to avoid sharp edges on the circumference of the holding device.
- the holding device has four longitudinally oval openings (5). Two of these Openings (5) are each arranged at right angles to each other Central axes arranged.
- the longitudinal oval breakthroughs are at theirs Blunted the center of the holding and pointing ends limited by the flat surfaces (6) and (7).
- the dimensions of the surfaces (6) and (7) correspond to the thickness of the wedge to be inserted.
- the shape of the Boundary surfaces (8) and (9) of the openings are made up of several sections of Circle circumferences composed.
- the openings (10) are arranged between each two openings (5). This are against the longitudinal oval openings (5) through the boundary lines (11) and (12) delimited.
- the shape of these boundary lines is made up of several Pieces composed of circumferences.
- the boundary lines (13) and (14), on the other hand, are shaped as cylinder jacket cutouts, the center point of which with the The center of the holding device coincides.
- the width of the openings (10) is a multiple of the width of the openings (5).
- the holding device (1) is flange-like on the vertical scaffold tube (4) appropriate.
- FIG 2 two horizontally superimposed vertical scaffold tubes (15) and (16) are shown with the holding devices (15a) (only partially shown) and (16a) according to the invention, as they are stored, for example, during transport.
- the scaffold tube (15) lies on the scaffold tube (16), the boundary lines (18) and (19) of the corresponding indentations forming a positive connection with the scaffold tubes (15) and (16) and thus a stable position of the scaffold tube (15) allow the scaffold tube (16).
- FIG. 3 shows two scaffold tubes equipped with the holding device according to the invention and connected with a clamp.
- the scaffold tube (20) stands next to the scaffold tube (21), the boundary lines (22a) and (23a) of the corresponding indentations of the holding devices (22) and (23) forming a positive connection with the scaffold tubes (20) and (21).
- the clamp (24) consists of a tie rod (25) with a thread at one end and a rotary connection (26) at the other end, a nut (27) and a bracket (28).
- the bracket (28) consists of a steel band (29), the ends (30) and (31) being reinforced by bending the steel band.
- the end (30) is connected to the tie rod (25) by a rotary connection (26).
- the end (31) partially has a slot through which the tie rod (25) can be inserted.
- the nut (27) is loosened and the bracket (28) which is rotatably fastened to the tie rod (25) by the rotary connection (26) is opened.
- the bracket (28) is then placed around the scaffold tube and the tie rod (25) then closed, the tie rod (25) inserted into the slot at the end (31) of the bracket (28).
- the nut (27) is tightened so that the bracket (28) is pulled around the scaffold tubes (20) and (21) and presses the scaffold tubes against the tie rod.
- the scaffold tubes (20) and (21) are connected to one another in a torsion-resistant manner by the holding devices (22) and (23) according to the invention in connection with the clamp (24).
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Bridges Or Land Bridges (AREA)
Description
Ferner haben die beiden o.g. Ausführungsformen den Nachteil, daß der Abstand zwischen zwei nebeneinander stehenden vertikalen Gerüstrohren, bedingt durch die Form der Haltevorrichtung, relativ groß sein muß. Dadurch können sich z.B. relativ große Lücken zwischen zwei Bodenbelägen und entsprechende Sicherheitsrisiken ergeben.
Auch die Materialausnutzung ist bei den o.g. Haltevorrichtungen nicht optimal.
Das Gerüstrohr (15) liegt auf dem Gerüstrohr (16), wobei die Begrenzungslinien (18) und (19) der entsprechenden Einbuchtungen mit den Gerüstrohren (15) und (16) formschlüssige Verbindung eingehen und somit eine stabile Lage des Gerüstrohr (15) auf dem Gerüstrohr (16) ermöglichen.
Das Gerüstrohr (20) steht neben dem Gerüstrohr (21), wobei die Begrenzungslinien (22a) und (23a) der entsprechenden Einbuchtungen der Haltevorrichtungen (22) und (23) mit den Gerüstrohren (20) und (21) eine formschlüssige Verbindung eingehen. Die Schelle (24) besteht aus einem Zuganker (25) mit einem Gewinde an einem Ende und einer Drehverbindung (26) an dem anderen Ende, einer Mutter (27) und einem Bügel (28).
Der Bügel (28) besteht aus einem Stahlband (29), wobei die Enden (30) und (31) durch Abkantung des Stahlbandes jeweils verstärkt sind. Das Ende (30) ist mit dem Zuganker (25) durch eine Drehverbindung (26) verbunden. Das Ende (31) weist teilweise einen Schlitz auf durch den der Zuganker (25) gesteckt werden kann.
Zur Verbindung der Gerüstrohre (20) und (21) durch die Schelle (24), wird die Mutter (27) gelöst und der durch die Drehverbindung (26) drehbar an dem Zuganker (25) befestigte Bügel (28)aufgeklappt. Der Bügel (28) wird dann um die Gerüstrohr gelegt und der Zuganker (25) dann so zugeklappt, das Zuganker (25) in den Schlitz am Ende (31) des Bügels (28) gesteckt. Abschließend wird dann die Mutter (27) angezogen, so daß sich der Bügel (28) um die Gerüstrohre (20) und (21) gezogen wird und die Gerüstrohre gegen den Zuganker drückt.
Durch die erfindungsgemäßen Haltevorrichtungen (22) und (23) in Verbindung mit der Schelle (24) werden die Gerüstrohre (20) und (21) torrsionssteif miteinander verbunden.
Claims (8)
- Scheibenförmige im wesentlichen kreisförmige, an vertikalen Gerüstrohren, die einen kreisförmigen Querschnitt aufweisen, angebrachte Haltevorrichtung (1) mit Durchbrüchen (5) zum Einhängen von horizontal und/oder diagonal verlaufenden Gerüstelementen, wobei die Haltevorrichtung am Umfang mindestens zwei auf einer Mittelachse gegenüberliegende Einbuchtungen (2) aufweist, deren Begrenzungslinie (3) im wesentlichen als Teilstück eines Kreisumfanges geformt ist, dadurch gekennzeichnet, daß der Radius der Begrenzungslinie (3) der Einbuchtung (2) größer oder gleich dem halben äußeren Durchmesser der vertikalen Gerüstrohre ist.
- Haltevorrichtung nach Anspruch 1, mit vier Einbuchtungen, die auf zwei rechtwinklig zueinander angeordneten Mittelachsen angeordnet sind.
- Haltevorrichtung nach Anspruch 1, mit acht Einbuchtungen, die jeweils symmetrisch um zwei rechtwinklig zueinander stehende Mittelachsen angeordnet sind.
- Haltevorrichtung nach einem der Ansprüche 1-3, dadurch gekennzeichnet, daß die Durchbrüche (5) länglich und radial zum Querschnitt des Gerüstelementes in zwei zueinander senkrechten Richtungen angeordnete sind und die Durchbrüche in radialer Richtung zum Querschnitt der vertikalen Gerüstrohre (4) Begrenzungsflächen (6, 7) aufweisen und deren Breite an der schmalsten Stelle jeweils gleich der Dicke eines an den vertikalen und/oder diagonalen Gerüstelementen angebrachten Befestigungsmittels, insbesondere eines Keils, ist.
- Haltevorrichtung nach Anspruch 4, dadurch gekennzeichnet, daß jeweils zwischen zwei der länglichen Durchbrüche (5) ein weiterer Durchbruch (10) angeordnet ist, dessen Abmessung in radialer Richtung gleich der Abmessung der länglichen' Durchbrüche ist und deren Breite ein Mehrfaches der Breite der länglichen Durchbrüche ist.
- Haltevorrichtung nach Anspruch 5, dadurch gekennzeichnet, daß die Begrenzungen (11, 12) der weiteren Durchbrüche im wesentlichen als Teilstück eines Kreisumfanges geformt sind.
- Vertikales Gerüstelement mit in regelmäßigen Abständen angeordneten Haltevorrichtungen nach einem der Ansprüche 1-6.
- Verbundsystem bestehend aus zwei vertikalen Gerüstrohren (20, 21), die mit den Haltevorrichtungen (22, 23) nach einem der Ansprüche 1-6 ausgerüstet sind und einer Schelle (24), bestehend aus einem Bügel (28), einem Zuganker (25) und einer Mutter (27).
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19726950A DE19726950C2 (de) | 1997-06-25 | 1997-06-25 | Rosettenförmige Haltevorrichtung für Gerüstelemente |
| DE19726950 | 1997-06-25 | ||
| PCT/EP1998/003748 WO1999000564A1 (de) | 1997-06-25 | 1998-06-19 | Rosettenförmige haltevorrichtung für gerüstelemente |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0991829A1 EP0991829A1 (de) | 2000-04-12 |
| EP0991829B1 true EP0991829B1 (de) | 2001-10-04 |
Family
ID=7833594
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP98937512A Expired - Lifetime EP0991829B1 (de) | 1997-06-25 | 1998-06-19 | Rosettenförmige haltevorrichtung für gerüstelemente |
Country Status (6)
| Country | Link |
|---|---|
| EP (1) | EP0991829B1 (de) |
| AU (1) | AU8628098A (de) |
| CA (1) | CA2297148A1 (de) |
| DE (2) | DE19726950C2 (de) |
| ES (1) | ES2163288T3 (de) |
| WO (1) | WO1999000564A1 (de) |
Families Citing this family (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102008005814B4 (de) | 2008-01-24 | 2009-11-12 | Rux Gmbh | Gerüstständer |
| DE202008004854U1 (de) | 2008-04-08 | 2008-07-03 | Peralta, Fernando | Stellrahmen für ein Gerüst und ein damit ausgebildetes Modulgerüst |
| NO345174B1 (no) * | 2018-07-27 | 2020-10-26 | Gunnar Strand | Knutepunktforbindelse for innfesting av horisontale og diagonale stag til et vertikalt stag i et stillassystem. |
| DE102019116119A1 (de) * | 2019-06-13 | 2020-12-17 | Peri Gmbh | Gerüstknoten, gerüstrosette, gerüststiel und gerüstriegel sowie herstellverfahren für eine gerüstrosette |
| DE102020120127A1 (de) | 2020-07-30 | 2022-02-03 | Rux Gmbh | Belagriegel für Systemgerüste |
| DE202021100176U1 (de) | 2021-01-15 | 2021-02-11 | Rux Gmbh | Vorrichtung zur Befestigung von Belagriegeln an Baugerüsten |
| EP4538482A1 (de) | 2023-10-09 | 2025-04-16 | Scafom-rux GmbH | Vorrichtung zur anbringung von absturzsicherungen an baugerüsten |
| DE202024001499U1 (de) | 2024-08-08 | 2024-09-17 | Scafom-rux GmbH | Vorrichtung zur Anbringung von Absturzsicherungen an Baugerüsten |
| DE202023106733U1 (de) | 2023-11-15 | 2024-01-11 | Scafom-rux GmbH | Vorrichtung zur Anbringung von Absturzsicherungen an Baugerüsten |
| DE202023105830U1 (de) | 2023-10-09 | 2023-12-04 | Scafom-rux GmbH | Vorrichtung zur Anbringung von Absturzsicherungen an Baugerüsten |
| DE202024001500U1 (de) | 2024-08-08 | 2024-09-13 | Scafom-rux GmbH | Vorrichtung zur Anbringung von Absturzsicherungen an Baugerüsten |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1960273A1 (de) * | 1969-12-01 | 1971-06-16 | Bioterapico Milanese Di Vittor | Arzneimittel mit den Blut-Cholesterinspiegel erniedrigender Wirksamkeit |
| DE2449124C3 (de) * | 1974-10-16 | 1980-01-03 | Eberhard 7129 Gueglingen Layher | Verbindungsvorrichtung für Gerüstelemente |
| DE3702057A1 (de) * | 1987-01-24 | 1988-08-04 | Langer Ruth Geb Layher | Geruest mit verbindungsvorrichtungen |
| DE3909809A1 (de) * | 1989-03-24 | 1990-09-27 | Langer Ruth Geb Layher | Lochscheibe fuer verbindungsvorrichtungen fuer geruestelemente |
| ES2068136B1 (es) * | 1993-05-04 | 1998-01-16 | Ulma S Coop | Andamio multidireccional perfeccionado. |
| DE9400646U1 (de) * | 1994-01-21 | 1994-07-14 | Schneider, Thomas, 88471 Laupheim | Einhängeknoten bei Stielgerüsten |
| DE19602737A1 (de) * | 1996-01-26 | 1997-07-31 | Peri Gmbh | Gerüstknoten |
-
1997
- 1997-06-25 DE DE19726950A patent/DE19726950C2/de not_active Expired - Fee Related
-
1998
- 1998-06-19 CA CA002297148A patent/CA2297148A1/en not_active Abandoned
- 1998-06-19 WO PCT/EP1998/003748 patent/WO1999000564A1/de not_active Ceased
- 1998-06-19 AU AU86280/98A patent/AU8628098A/en not_active Abandoned
- 1998-06-19 EP EP98937512A patent/EP0991829B1/de not_active Expired - Lifetime
- 1998-06-19 DE DE59801651T patent/DE59801651D1/de not_active Expired - Lifetime
- 1998-06-19 ES ES98937512T patent/ES2163288T3/es not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| DE19726950C2 (de) | 1999-12-23 |
| ES2163288T3 (es) | 2002-01-16 |
| DE19726950A1 (de) | 1999-02-04 |
| AU8628098A (en) | 1999-01-19 |
| DE59801651D1 (de) | 2001-11-08 |
| EP0991829A1 (de) | 2000-04-12 |
| CA2297148A1 (en) | 1999-01-07 |
| WO1999000564A1 (de) | 1999-01-07 |
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