EP1672140B1 - Befestigungsvorrichtung für Gerüstelemente - Google Patents

Befestigungsvorrichtung für Gerüstelemente Download PDF

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Publication number
EP1672140B1
EP1672140B1 EP05027016A EP05027016A EP1672140B1 EP 1672140 B1 EP1672140 B1 EP 1672140B1 EP 05027016 A EP05027016 A EP 05027016A EP 05027016 A EP05027016 A EP 05027016A EP 1672140 B1 EP1672140 B1 EP 1672140B1
Authority
EP
European Patent Office
Prior art keywords
scaffolding
locking wedge
connection according
anchoring device
standard
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.)
Not-in-force
Application number
EP05027016A
Other languages
English (en)
French (fr)
Other versions
EP1672140A2 (de
EP1672140A3 (de
Inventor
Alberto Tintori
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.)
Perugino Engineering Srl
Original Assignee
PERUGINO ENGINEERING Srl
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 PERUGINO ENGINEERING Srl filed Critical PERUGINO ENGINEERING Srl
Publication of EP1672140A2 publication Critical patent/EP1672140A2/de
Publication of EP1672140A3 publication Critical patent/EP1672140A3/de
Application granted granted Critical
Publication of EP1672140B1 publication Critical patent/EP1672140B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/02Connections between parts of the scaffold with separate coupling elements
    • E04G7/06Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/22Stiff scaffolding clamps for connecting scaffold members of common shape for scaffold members in end-to-side relation

Definitions

  • the present invention relates to an anchoring device for scaffolding elements.
  • the present anchoring device is of the type comprising a body welded to an end of a tubular transverse scaffolding element and destined to be connected by means of a locking wedge to a hooking plate provided by a scaffolding standard.
  • anchoring devices of the above-mentioned type are utilized for connecting a tubular transverse scaffolding element with an horizontal plate provided with radial slots, in the technical jargon said "multi-directional plate", provided by a standard and that the very connection is obtained forcing a locking wedge, in the technical jargon simply said "wedge”, through a vertical opening of the anchoring device and a slot of the multi-directional plate. An end of a walkboard is then hooked to the transverse scaffolding element.
  • GB 2 197 418 and US 408364 disclose scaffolding elements and joints thereof.
  • the main object of the present invention is to eliminate, or at least drastically reduce, the mentioned drawbacks.
  • the present invention makes it possible to connect, either in a fixed or removable manner, further structural or auxiliary elements to the anchoring device body. It is also possible to avoid the clearance along the walkboards and to approach the walkboards close to the standards supporting the multi-directional plates. Furthermore, an anchoring device according to the present invention is structurally simple, inexpensive and reliable even after a prolonged use.
  • An anchoring device is of the type comprising a body (1) welded to an end of a tubular transverse scaffolding element and intended to be connected by means of a locking wedge (5) to a hooking plate (3) provided by a scaffolding standard (4).
  • said body (1) is welded on one end only (the right-side end in the drawing) of a transverse element (2) which, on the opposite end, is welded to a standard (20); the transverse (2) and the standard (20) form a partial asymmetric T-profiled frame which, in the technical jargon is called "crippled frame".
  • the scaffolding is built as shown in Fig.2 , by assembling crippled frames and standards (4, 40).
  • said body (1) is welded to both ends of a transverse element (2), so that the latter is provided with two anchoring devices for its connection to two plates (3), each plate being provided by a respective standard (4).
  • the multi-directional plate (3) is of the type comprising a central hole (30) for the positioning thereof onto a standard (4), a plurality of peripheral through holes (31) each of which allowing the hooking of a hook-shaped member of a prefabricated frame, and a plurality of radial slots (32), resulting between the said peripheral holes (31), in each of which it is possible to insert a locking wedge (5).
  • the plate (3) can be of the type shown in Fig.13 and Fig.14 , i.e. of the type wherein the radial slots (32) are suitably shaped to allow the hooking of both hook-shaped members of prefabricated frames and the insertion of locking wedges.
  • the vertical elements (4, 20, 40) of the scaffolding frames are provided with vertical bushes (6) and horizontal bushes (60) to each of which a hook-shaped end of a diagonal or lateral scaffolding element can be hooked.
  • the anchoring device (1) has a front surface (10) facing a respective standard (4). Said surface (10) is interrupted by a transverse opening, or "mouth”, (11) for its positioning on the desired plate (3). Furthermore, the device (1) has a rear projecting portion (12) inserted within an end of a transverse scaffolding element (2), i.e. the end in correspondence of which the device is welded to the transverse scaffolding element. The device (1) has also a longitudinal slit (13) through which the locking wedge (5) is inserted.
  • the locking wedge (5) has a body with a front surface (50) and a rear surface (51), and an upper portion or head (52).
  • the upper portion (52) of the locking wedge is a convex plate, the convexity thereof being oriented upwardly, which is centrally positioned on top of the wedge body, thus forming two identical wings projecting downwardly on both sides of the wedge body.
  • the head (52) of the locking wedge (5) is, in practice, a portion of a curved surface whose radius is equal to the radius of the tubular transverse element (2).
  • said portion of curved surface is a portion of a cylindrical surface whose external radius has a nominal value of 24.15 mm.
  • the head (52) of the locking wedge exhibits a substantially trapezoidal shape, with the longer base resulting in correspondence of the rear surface (51) and the shorter base resulting in correspondence of the front surface (50).
  • the head (52) of the locking wedge has a 90°-bended appendix (53) which is downwardly oriented and covers the upper portion of the front surface (50).
  • the locking wedge is fully inserted through the vertical slit (13) of the anchoring device, making it to pass through a corresponding radial slot of the plate (3), thus realizing a stable connection between the transverse element (2) and the standard (4) provided with the plate (3).
  • the head (52) of the locking wedge constitutes a prolongation of the transverse element (2), making it possible to prolong the latter up to the standard (4). Therefore, as shown in Figs.
  • the transverse element (2) is apt to support a walkboard (7) approaching it close to the standard (4), without any clearance between the walkboard and the standard, because the externally projecting hook (70) of the walkboard can be positioned astride the transverse element (2) and the head (52) of the locking wedge.
  • the body of the anchoring device (1) substantially develops below the portion (12) destined to be connected with the transverse element (2), so that the said mouth (11) is at a preset distance from the upper generating line of the transverse element (2).
  • the anchoring device is provided with a depression (14) on the bottom of which there is a through hole (15).
  • both the said depression (14) and the said hole (15) have a circular shape, the hole (15) being centrally positioned with respect to the bottom of the hollow part.
  • an end of a stiffening rod (21) can be welded, or in any other way fixed, within the rear hollow part (14) of the anchoring device (1).
  • an end of a conventional hook-shaped member of a diagonal or auxiliary scaffolding element can be inserted within the hole (15), in these figures the hook-shaped member having the reference numeral (22) and a rod (23) being represented positioned diagonally below the walkboards.
  • the anchoring device (1) makes it possible the connection of the transverse element (2) with the standard (4) and at the same time it can be utilized for other purposes, so that its field of use results considerably widened.
  • the head or upper portion (130) of the anchoring device (1) is a portion of a cylindrical portion whose external radius has a nominal value of 24.15 mm.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Ladders (AREA)
  • Gripping Jigs, Holding Jigs, And Positioning Jigs (AREA)
  • Clamps And Clips (AREA)

Claims (8)

  1. Verbindungsanordnung zwischen einem Gerüst-Standardelement und einem rohrförmigen, quer verlaufenden Gerüstelement, wobei diese Verbindungsanordnung eine Verankerungsvorrichtung für Gerüstelemente des Typs umfasst, der einen Körper (1) umfasst, welcher an ein Ende eines rohrförmigen, quer verlaufenden Gerüstelementes angeschweißt ist und dazu dient, mit Hilfe eines Verriegelungskeils (5) mit einer Einhakplatte (3) verbunden zu werden, die an einem Gerüst-Standardelement (4) vorgesehen ist, wobei der Körper (1) eine vordere Oberfläche (10) aufweist, die einem entsprechendem Standardelement (4) gegenüber liegt, wobei die Oberfläche (10) durch eine quer verlaufende Öffnung oder Mündung (11) für ihre Positionierung an der Einhakplatte (3) unterbrochen ist, wobei der Körper (1) einen hinteren, vorspringenden Teil (12) aufweist, der in ein Ende des rohrförmigen quer verlaufenden Gerüstelementes (2) eingeführt ist, und einen vertikalen Schlitz (13), durch den der Verriegelungskeil (5) eingeführt werden kann, dadurch gekennzeichnet, dass die Verankerungsvorrichtung mit einer Einsenkung (14) unter dem hinteren, vorspringenden Teil (12) versehen ist, wobei sich die Öffnung (11) unterhalb der oberen Seite des rohrförmigen, quer verlaufenden Gerüstelementes (2) befindet und dass der Verriegelungskeil (5) einen Körper mit einer vorderen Oberfläche (50) und einer hinteren Oberfläche (51) und einen oberen Teil oder Kopf (52) umfasst, wobei der obere Teil (52) eine konvexe Oberfläche bildet, deren Konvexität nach oben gerichtet ist, die zwei Flügel definiert, die auf beiden Seiten des Keilkörpers nach unten vorstehen.
  2. Verbindungsanordnung nach Anspruch 1, dadurch gekennzeichnet, dass ein durchgehendes Loch (15) im Bereich des Bodens der Einsenkung (14) vorgesehen ist.
  3. Verbindungsanordnung nach Anspruch 2, dadurch gekennzeichnet, dass die Einsenkung (14) und das Loch (15) kreisförmig und zueinander koaxial angeordnet sind.
  4. Verbindungsanordnung nach Anspruch 1, dadurch gekennzeichnet, dass die Oberfläche (52) auf der Oberseite des Keilkörpers zentral positioniert ist, wobei die Flügel zueinander identisch sind.
  5. Verbindungsanordnung nach Anspruch 1, dadurch gekennzeichnet, dass, von oben gesehen, der obere Teil oder Kopf (52) des Verriegelungskeils eine im Wesentlichen trapezoidale Form besitzt, wobei die längere Basis im Bereich der hinteren Oberfläche (51) und die kürzere Basis im Bereich der vorderen Oberfläche (50) angeordnet ist.
  6. Verbindungsanordnung nach Anspruch 5, dadurch gekennzeichnet, dass im Bereich der kürzeren Basis der obere Teil oder Kopf (52) des Verriegelungskeils einen um 90° abgebogenen Fortsatz (53) aufweist, der nach unten gerichtet ist und den oberen Teil der vorderen Oberfläche (50) überdeckt.
  7. Verbindungsanordnung nach Anspruch 1, dadurch gekennzeichnet, dass der Kopfteil (130) des Körpers (1) ein Teil einer zylindrischen Oberfläche ist.
  8. Verbindungsanordnung nach Anspruch 7, dadurch gekennzeichnet, dass der Nominalwert des äußeren Radius der zylindrischen Oberfläche gleich 24,15 mm ist.
EP05027016A 2004-12-14 2005-12-09 Befestigungsvorrichtung für Gerüstelemente Not-in-force EP1672140B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
IT000079U ITFI20040079U1 (it) 2004-12-14 2004-12-14 Morsetto per pontegggi metallici

Publications (3)

Publication Number Publication Date
EP1672140A2 EP1672140A2 (de) 2006-06-21
EP1672140A3 EP1672140A3 (de) 2009-04-22
EP1672140B1 true EP1672140B1 (de) 2012-04-25

Family

ID=36097075

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05027016A Not-in-force EP1672140B1 (de) 2004-12-14 2005-12-09 Befestigungsvorrichtung für Gerüstelemente

Country Status (3)

Country Link
EP (1) EP1672140B1 (de)
AT (1) ATE555264T1 (de)
IT (1) ITFI20040079U1 (de)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL1911907T3 (pl) * 2006-10-11 2016-06-30 Layher Verwaltungs Gmbh Wilhelm Element pionowy ramy z metalu
DE202006015586U1 (de) * 2006-10-11 2008-02-21 Wilhelm Layher Verwaltungs-Gmbh Vertikalrahmenelement aus Metall
IT201600108828A1 (it) * 2016-10-27 2018-04-27 Amadio & C S P A Sistema di collegamento di montanti verticali e di correnti di supporto di un piano di calpestio per un'impalcatura
DE102018114244A1 (de) * 2018-06-14 2019-12-19 Wilhelm Layher Verwaltungs-Gmbh Einzelner Gerüststiel

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1570383A (en) 1975-11-14 1980-07-02 Kwikform Ltd Builders scaffolding
GB2197418A (en) 1986-11-06 1988-05-18 Grayston Central Services Scaffolding elements and joints thereof
SE519230C2 (sv) * 2000-09-06 2003-02-04 Pluseight Technology Ab Anordning för sammankoppling av ställningselement

Also Published As

Publication number Publication date
ATE555264T1 (de) 2012-05-15
EP1672140A2 (de) 2006-06-21
ITFI20040079U1 (it) 2005-03-14
EP1672140A3 (de) 2009-04-22

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