EP1362150B1 - Scaffolding frame for a system scaffold - Google Patents
Scaffolding frame for a system scaffold Download PDFInfo
- Publication number
- EP1362150B1 EP1362150B1 EP02716596.8A EP02716596A EP1362150B1 EP 1362150 B1 EP1362150 B1 EP 1362150B1 EP 02716596 A EP02716596 A EP 02716596A EP 1362150 B1 EP1362150 B1 EP 1362150B1
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- EP
- European Patent Office
- Prior art keywords
- scaffolding
- bar
- scaffolding frame
- connection
- connection device
- 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
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Classifications
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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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/14—Railings
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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
- E04G1/14—Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
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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
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
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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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/16—Struts or stiffening rods, e.g. diagonal rods
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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
- E04G7/02—Connections between parts of the scaffold with separate coupling elements
Definitions
- the present invention relates to a scaffolding frame for a system scaffold with two parallel spaced vertical scaffolding bars, which are connected on the upper side with a U-shaped cross bar and the underside with a cross bar, wherein welded to the front scaffolding bar inside two spaced apart in the longitudinal direction of the scaffold bar receiving devices for connecting railing bars are and a scaffolding frame with connecting devices for balusters.
- connection device for balusters which is designed as a so-called inner box and is welded directly to the vertical stem of the vertical frame.
- correspondingly shaped end portions of balusters are introduced from both sides and then clamped by striking a wedge clamped in the inner box.
- the inner box can be mass produced inexpensively as a serial component.
- balusters are, in accordance with the applicable regulations, remote from the structure to be equipped Exterior of the scaffolding required. If the wall distance between the framework and the component to be fitted, that is on the inside of the scaffolding, is more than 30 cm (centimeters), the relevant regulations stipulate that either consoles or additional internal guardrails have to be arranged.
- the arrangement of additional inner railings is required in each case in the assembly of wall units in steel construction halls, since the steelworks initially form no "wall" between the support structures, creating an additional backup of the scaffolding fitters towards the inside of the scaffold, that is towards the building to be equipped, is required.
- a special component in which the connecting device is welded to a wedge coupling.
- the wedge coupling is by means of a wedge clamped on the vertical handle fastened.
- the height at which the connection device must be fastened is not exactly predetermined and must be adjusted each time the connection device is mounted. This significantly increases the time and effort during assembly. Since the special component encloses the scaffold post on all sides, a "glide through the hand" during assembly or disassembly is not possible, which slows the disassembly or assembly speed.
- connection device for a vertical scaffolding bar, which allows the connection of a further scaffolding rod perpendicular to the vertical scaffold bar.
- the vertical scaffolding rod has recesses into which a hammer-head-like protrusion unit of the connecting device can be threaded, the bracing of the connecting device on the vertical scaffold rod being effected by striking a slotted wedge between the outer wall of the vertical scaffold rod and the connecting device.
- the connecting device further comprises a rotatable profile unit, on which the further scaffolding rod can be plugged and connected via a bolt.
- connection angle of the other scaffolding bar can be varied, so that a structure with a wide variety of circumferential contours can be scaffolded.
- the US 4,430,019 A also discloses a connecting device for scaffolding bars, in which a hammer head unit can be inserted in a form-fitting manner behind engaging in a groove of a vertical scaffold bar, which is then clamped by means of a wedge.
- the connection device On the inside protruding, the connection device has a bolt, can be pushed onto the connected framework diagonals via a corresponding recess and connected to it.
- the FR 2 604 758 A1 discloses a connection device for a vertical scaffolding rod, which has a hammer-head-like projection unit, which can be threaded behind the recess in a vertical rod, then then arranged on the connecting body of the connecting device from above a right angle to the vertical rod Horizontal bar with U-shaped downwards open profile attached and secured with a split pin.
- the GB 1 092 202 A discloses a connection device which has in its one end region a ring eyelet for connecting further rods and in the opposite end region has a projection unit which can be inserted through corresponding recesses of a vertical framework rod and secured in the opposite end region by pulling a split pin.
- the DE 197 11 496 A1 discloses a facade scaffold with successively arranged and interconnected by transverse struts in certain vertical distances vertical supports consisting of individual elements, wherein for stiffening purposes diagonal supports are provided. In this case, at least one end of the diagonal supports is arranged engaging by means of a hook in an opening provided in the associated vertical support.
- the present invention the object or the technical problem of specifying a scaffolding frame for a system framework, which avoids the disadvantages shown in the prior art, can be produced economically, the labor and time required during assembly or Disassembly significantly reduced and ensures a durable and reliable function.
- connection device has a receiving device for releasably connecting a railing rod and a connection device for detachable connection to the scaffolding frame and the connection device has the projection unit which forms in a recess provided on the scaffold pole or scaffolding. or non-positively releasably connectable,
- a particularly advantageous embodiment is characterized in that the projection unit is formed like a hammer head, such that it is present in the existing on the scaffold pole or scaffolding frame recess is inserted and engages by rotation, the inner wall of the scaffold bar or scaffolding frame.
- the recess is formed as a slot.
- a particularly advantageous development is characterized in that attached to the scaffold bar or scaffolding frame side of the connecting device a base plate, in particular welded, is, on which the projection unit is arranged.
- the base plate and the projection unit are preferably integrally formed as a casting.
- a particularly advantageous embodiment is characterized in that an anti-rotation device is provided which secures the connecting device against rotation in the connected state, wherein the anti-rotation device as further on the scaffold stick or scaffolding frame side facing, in particular on Base plate, arranged knobs or projection elements is formed, whose projection length is formed so that adjusts a click or snap effect during rotation of the connection device and in the connected state, the knobs or projection elements abut the outer wall of the trained as a round tube cross-railing railing or scaffolding frame.
- connection device in the assembled state can be reliably ensured permanently
- a development is characterized in that the projection length is chosen so large that the rotation of the connection device can be performed only with the aid of a striking tool or lever tool.
- the scaffolding frame according to the invention with elongated holes for connecting devices offers the following advantages in contrast to the known scaffolding frame with connecting devices with a wedge coupling element:
- the workload and time required for assembly is significantly reduced.
- a rotation of the connecting device about the longitudinal axis during fixing is not given because the turning of a wedge for connecting a wedge coupling element is eliminated.
- a clear fixation in height is guaranteed.
- An especially great advantage in terms of assembly technology is that a scaffolding frame or scaffolding frame with mounted connection device can slide in the hand of the installer, in particular during disassembly, which is not possible in the known connection device, since this surrounds the scaffolding rod or the handle of a scaffolding frame completely circumferentially.
- Another advantage is that the connection device ensures a simple throwing and trapping process due to its compact design and light weight, namely because such connection devices are thrown upwards during assembly by an assembly person located in the lower area and vice versa.
- the scaffolding frame according to the invention represents a significant improvement of a scaffold system that requires additional handrails on the inside.
- FIG. 1 In a detail perspective shown section of a scaffolding system 50 is seen from its basic structure from her to the known flash scaffold system of the applicant.
- a framework field is basically constructed of two scaffolding frames 18 arranged at a distance from one another in the longitudinal direction, which have vertical scaffolding bars 19 spaced apart in the transverse direction.
- the scaffold bars 19 are on the upper side connected to a U-shaped cross bar 28, wherein in the corner region between the cross bar 28 and the vertical bar 19 each have a gusset plate 30 is welded. In the lower end region, the vertical bars 19 are connected to a transverse bar 32.
- the scaffold bars 19 have the upper side in FIG. 1 Not shown projecting plug-in areas with a relation to the outer diameter in the rod area smaller outside diameter, such that the scaffolding frames 18 are stacked.
- two receiving devices 12.1 are welded to each front scaffolding bar 19 on the inside, which serve to connect railing rods 14.
- the structure is such that initially two scaffolding frames 18 are either placed on spindles or put on already existing scaffolding frames 18. Following this, the railing bar (s) 14 are mounted. Then the pads 34 are hooked and finally the diagonal 36 connected.
- additional railing posts must be arranged on the inside of the scaffold 50 facing the structure to be equipped, for example if the distance to the component to be fitted is greater than 30 cm (centimeters) or if there is no "wall" of the structure to be equipped, for example, in the case of installation of wall elements for steel structures.
- connection device 10 is releasably connectable, which will be described below.
- the connecting device 10 has a receiving device 12 which is identical to the known receiving device 12.1 and which can already be economically produced as a large-scale part.
- a sliding wedge 38 is provided, which serves to jam the terminal portions of the balusters 14.
- the railing rods 14 each have in their end region a downwardly facing, flat projection 40 which can be inserted from above into the receiving device.
- the geometry of the receiving device 12 is selected in the exemplary embodiment so that a projection 40 of a railing rod 14 can be introduced from two sides.
- the wedge 38 is an elongated recess 52, within which runs transversely to a mounted in the receiving device 12 bolt 54. As a result, the wedge 38 is displaceable in the direction of the recess 52 and can be hammered by hammer blow or reversed dissolved.
- connection device 10 consists in the fact that a base plate 22 is connected by means of welds to the receptacle device 12, which is known per se as a mass-produced component, on the outside of the receptacle 12 facing the connection region of the framework rod 19, to which in turn an outwardly protruding projection unit 20 is formed is, which is designed hammerhead-shaped.
- the base plate 22 and the projection unit 20 are formed as a one-piece casting and form a connection device 16 for easy connection to a railing rod.
- each corner region of the base plate 22 further projection elements 26.1 are formed with a projection length V, which form an anti-rotation device 26 when mounted connection device 10.
- the hammer head of the projection unit 20 has a width BV and a thickness T.
- this has in the correspondingly required height a slot 24 extending in the longitudinal direction of the bar and having the length LA and the width BA.
- the length LA and the width BA of the slot 24 are dimensioned such that the hammer head of the projection unit 20 can be passed through the recess 24.
- connection device 10 takes place in a very simple manner and is in the FIGS. 3a and 3b shown schematically.
- the connection device with respect to the position of use is rotated by 90 ° (old degree).
- the projection unit 20 can be inserted into the recess 24 (arrow E).
- the connection device 10 is rotated by 90 ° (Degree) (arrow D), so that the hammer head of the projection unit 20 engages behind the inner wall of the framework rod 19.
- the projection elements 26.1 take over in the end position rotated connection device 10, the function of a rotation.
- the projection length V is chosen so that upon rotation (D) of the connecting device 10, a resistor is first constructed. Once this resistance is overcome, “snaps" the connecting device 10 in its end position (90 ° rotated), wherein the outer sides of the projection elements 26.1 abut the circular cross-sectionally curved outer wall of the scaffolding rod 19.
- the projection length V is preferably chosen so that in order to overcome the resistance against rotation, a lever tool, such as a lathe hammer, must be used and twisting by hand is not possible.
Description
Die vorliegende Erfindung betrifft einen Gerüstrahmen für ein Systemgerüst mit zwei parallel beabstandet angeordneten vertikalen Gerüststäben, die oberseitig mit einem u-förmigen Querriegel und unterseitig mit einem Querstab verbunden sind, wobei am vorderen Gerüststab innenseitig zwei in Längsrichtung des Gerüststabes beabstandete Aufnahmeeinrichtungen zum Anschluss von Geländerstäben angeschweißt sind und einen Gerüstrahmen mit Anschlussvorrichtungen für Geländerstäbe.The present invention relates to a scaffolding frame for a system scaffold with two parallel spaced vertical scaffolding bars, which are connected on the upper side with a U-shaped cross bar and the underside with a cross bar, wherein welded to the front scaffolding bar inside two spaced apart in the longitudinal direction of the scaffold bar receiving devices for connecting railing bars are and a scaffolding frame with connecting devices for balusters.
Aus der allgemeinen bauaufsichtlichen Zulassung Z-8.1-16.2 "Layher Blitz Gerüst System 70 Stahl" vom 02. Februar 1998, Anlage A, Seite 10, des Deutschen Instituts für Bautechnik ist ein Gerüstrahmen bekannt, der sich seit Jahrzehnten in der Praxis bewährt hat. Dabei wird eine Anschlussvorrichtung für Geländerstäbe eingesetzt, die als sogenanntes Innenkästchen ausgebildet ist und direkt an den Vertikalstiel des Vertikalrahmens angeschweißt ist. In die nach oben offene Anschlussvorrichtung werden von beiden Seiten her entsprechend ausgeformte Endbereiche von Geländerstäben eingeführt und anschließend durch Einschlagen eines Keiles klemmend im Innenkästchen verspannt. Das Innenkästchen kann als Serienbauteil kostengünstig in Großserie hergestellt werden.From the general building inspectorate approval Z-8.1-16.2 "Layher Lightning Scaffold System 70 Steel" of February 02, 1998, Appendix A,
Der Anschluss von Geländerstäben ist gemäß den geltenden Vorschriften in dem dem einzurüstenden Bauwerk abgewandten Außenbereich des Gerüsts erforderlich. Falls der Wandabstand zwischen dem Gerüst und dem einzurüstenden Bauteil, das heißt auf der Gerüstinnenseite mehr als 30 cm (Zentimeter) beträgt, schreiben die entsprechenden Vorschriften vor, dass entweder Konsolen oder zusätzliche Innengeländerstäbe angeordnet werden müssen. Die Anordnung von zusätzlichen Innengeländern ist in jedem Falle bei der Montage von Wandeinheiten bei Stahlbauhallen erforderlich, da die Stahlbauhallen zunächst zwischen den Tragstrukturen keine "Wand" bilden, wodurch eine zusätzliche Sicherung der auf dem Gerüst befindlichen Monteure in Richtung zur Innenseite des Gerüsts, das heißt zum einzurüstenden Bauwerk hin, erforderlich wird.The connection of balusters is, in accordance with the applicable regulations, remote from the structure to be equipped Exterior of the scaffolding required. If the wall distance between the framework and the component to be fitted, that is on the inside of the scaffolding, is more than 30 cm (centimeters), the relevant regulations stipulate that either consoles or additional internal guardrails have to be arranged. The arrangement of additional inner railings is required in each case in the assembly of wall units in steel construction halls, since the steelworks initially form no "wall" between the support structures, creating an additional backup of the scaffolding fitters towards the inside of the scaffold, that is towards the building to be equipped, is required.
Um in derartigen Gerüstsituationen bei dem bekannten Systemgerüst eine Möglichkeit zum Anschluss von Geländerstäben auf der Innenseite des Gerüsts zu ermöglichen, wird ein Sonderbauteil eingesetzt, bei dem die Anschlussvorrichtung an eine Keilkupplung angeschweißt ist. Die Keilkupplung ist mittels eines Keiles klemmend am Vertikalstiel befestigbar. Bei der Montage bedeutet dies einen erhöhten Arbeitsaufwand, der zusätzliche Zeit beansprucht, wobei sich das Problem ergibt, dass beim Einschlagen des Keiles zur klemmenden Fixierung der Kupplung am Gerüststiel sich die gesamte Anschlussvorrichtung um die Längsachse des Gerüststiels verdrehen kann, sodass zusätzliche Nachjustagearbeiten erforderlich sind. Gleichzeitig ist die Höhe, in der die Anschlussvorrichtung befestigt werden muss, nicht exakt vorgegeben und muss bei jeder Montage der Anschlussvorrichtung einjustiert werden. Dies erhöht den Zeit- und Arbeitsaufwand bei der Montage erheblich. Da das Sonderbauteil den Gerüststiel allseitig umschließt, ist ein "durch die Hand gleiten" bei der Montage beziehungsweise Demontage nicht möglich, was die Demontage- beziehungsweise Montagegeschwindigkeit verlangsamt.In order to enable in such framework situations in the known system scaffold a possibility for the connection of balusters on the inside of the frame, a special component is used, in which the connecting device is welded to a wedge coupling. The wedge coupling is by means of a wedge clamped on the vertical handle fastened. During assembly, this means an increased amount of work, which requires additional time, with the problem that when turning the wedge for clamping fixing the coupling on the scaffold stem, the entire connecting device can rotate about the longitudinal axis of the scaffold stem, so additional readjustment work is required. At the same time, the height at which the connection device must be fastened is not exactly predetermined and must be adjusted each time the connection device is mounted. This significantly increases the time and effort during assembly. Since the special component encloses the scaffold post on all sides, a "glide through the hand" during assembly or disassembly is not possible, which slows the disassembly or assembly speed.
Aus der
Durch die Drehbarkeit des Anschlusses kann der Anschlusswinkel des weiteren Gerüststabes variiert werden, so dass ein Bauwerk mit unterschiedlichsten Umfangskonturen eingerüstet werden kann.Due to the rotatability of the connection, the connection angle of the other scaffolding bar can be varied, so that a structure with a wide variety of circumferential contours can be scaffolded.
Die
Die
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Ausgehend von dem genannten Stand der Technik liegt der vorliegenden Erfindung die Aufgabe beziehungsweise das technische Problem zugrunde, einen Gerüstrahmen für ein Systemgerüst anzugeben, der die im Stand der Technik dargestellten Nachteile vermeidet, wirtschaftlich hergestellt werden kann, den Arbeits- und Zeitaufwand während der Montage beziehungsweise Demontage deutlich reduziert und eine dauerhafte und zuverlässige Funktion gewährleistet.Based on the cited prior art, the present invention, the object or the technical problem of specifying a scaffolding frame for a system framework, which avoids the disadvantages shown in the prior art, can be produced economically, the labor and time required during assembly or Disassembly significantly reduced and ensures a durable and reliable function.
Der erfindungsgemäße Gerüstrahmen ist durch die Merkmale des unabhängigen Anspruchs 1 gegeben. Vorteilhafte Ausgestaltungen und Weiterbildungen sind Gegenstand der abhängigen Ansprüche.The scaffolding frame according to the invention is given by the features of independent claim 1. advantageous Embodiments and further developments are the subject of the dependent claims.
Der erfindungsgemäße Gerüstrahmen für ein Systemgerüst mit zwei parallel beabstandet angeordneten vertikalen Gerüststäben, die oberseitig mit einem Querriegel und unterseitig mit einem Querstab verbunden sind, wobei am vorderen Gerüststab innenseitig zwei in Längsrichtung des Gerüststabes beabstandete Aufnahmeeinrichtungen zum Anschluss von Geländerstäben angeschweißt sind, zeichnet sich demgemäß dadurch aus, dass der gegenüberliegende hintere Gerüststab innenseitig zwei in Längsrichtung des Gerüststabes beabstandete als Langlöcher ausgebildete Ausnehmungen aufweist, wobei die Langlöcher jeweils in etwa auf dem selben Höhenniveau wie die ihnen gegenüberliegenden Aufnahmeeinrichtungen des vorderen Gerüststabes liegen, sich in Stablängsrichtung erstrecken und in jeder der Ausnehmungen die Vorsprungeinheit einer Anschlussvorrichtung zum lösbaren Anschluss von Geländerstäben form- und/oder kraftschlüssig lösbar anschließbar oder angeschlossen ist.The scaffolding frame according to the invention for a system scaffold with two parallel spaced vertical scaffolding bars, which are connected on the upper side with a cross bar and the underside with a cross bar, wherein on the front scaffolding bar inside two spaced apart in the longitudinal direction of the scaffold bar receiving devices for connecting railing rods are welded, characterized accordingly from that the opposite rear scaffolding bar inside two in the longitudinal direction of the scaffold bar spaced as recesses formed recesses, the slots are each at about the same height level as the opposite receiving means of the front scaffolding bar, extend in the rod longitudinal direction and in each of the recesses Projection unit of a connecting device for releasably connecting railing rods form-fitting and / or non-positively releasably connectable or connected.
Eine besonders vorteilhafte Weiterbildung zeichnet sich dadurch aus, dass die Anschlussvorrichtung eine Aufnahmeeinrichtung zum lösbaren Anschluss eines Geländerstabs und eine Anschlusseinrichtung zum lösbaren Anschluss an den Gerüstrahmen aufweist und die Anschlusseinrichtung die Vorsprungeinheit aufweist, die in einer an dem Gerüststab oder Gerüstrahmen vorhandenen Ausnehmung form- und/oder kraftschlüssig lösbar anschließbar ist,A particularly advantageous development is characterized in that the connection device has a receiving device for releasably connecting a railing rod and a connection device for detachable connection to the scaffolding frame and the connection device has the projection unit which forms in a recess provided on the scaffold pole or scaffolding. or non-positively releasably connectable,
Eine besonders vorteilhafte Ausgestaltung ist dadurch gekennzeichnet, dass die Vorsprungeinheit hammerkopfartig ausgebildet ist, derart, dass sie in die an dem Gerüststab beziehungsweise Gerüstrahmen vorhandene Ausnehmung einführbar ist und durch Verdrehung die Innenwandung des Gerüststabes beziehungsweise Gerüstrahmens hintergreift.A particularly advantageous embodiment is characterized in that the projection unit is formed like a hammer head, such that it is present in the existing on the scaffold pole or scaffolding frame recess is inserted and engages by rotation, the inner wall of the scaffold bar or scaffolding frame.
Die Ausnehmung ist als Langloch ausgebildet.The recess is formed as a slot.
Ausgehend von dem bisher in Großserienfertigung angefertigten Innenkästchen zum Anschluss von Geländerstäben zeichnet sich eine besonders vorteilhafte Weiterbildung dadurch aus, dass auf der dem Gerüststab beziehungsweise Gerüstrahmen zugewandten Seite der Anschlusseinrichtung eine Grundplatte befestigt, insbesondere angeschweißt, ist, auf der die Vorsprungeinheit angeordnet ist. Die Grundplatte und die Vorsprungeinheit sind dabei bevorzugt einstückig als Gussteil ausgebildet.Starting from the previously produced in mass production indoor box for connecting railing bars, a particularly advantageous development is characterized in that attached to the scaffold bar or scaffolding frame side of the connecting device a base plate, in particular welded, is, on which the projection unit is arranged. The base plate and the projection unit are preferably integrally formed as a casting.
Um eine dauerhaft zuverlässige Funktion zu gewährleisten, zeichnet sich eine besonders vorteilhafte Ausgestaltung dadurch aus, dass eine Verdrehsicherungseinrichtung vorhanden ist, die die Anschlussvorrichtung im angeschlossenen Zustand gegen Verdrehen sichert, wobei die Verdrehsicherungseinrichtung als weitere auf der dem Gerüststab beziehungsweise Gerüstrahmen zugewandten Seite,insbesondere auf der Grundplatte, angeordneten Noppen oder Vorsprungelemente ausgebildet ist, deren Vorsprunglänge so ausgebildet ist, dass sich beim Verdrehen der Anschlussvorrichtung ein Klick- beziehungsweise Schnappeffekt einstellt und im angeschlossenen Zustand die Noppen beziehungsweise Vorsprungelemente an der Außenwandung des als Rundrohrquerschnitt ausgebildeten Geländerstabs beziehungsweise Gerüstrahmens anliegen.In order to ensure a permanently reliable function, a particularly advantageous embodiment is characterized in that an anti-rotation device is provided which secures the connecting device against rotation in the connected state, wherein the anti-rotation device as further on the scaffold stick or scaffolding frame side facing, in particular on Base plate, arranged knobs or projection elements is formed, whose projection length is formed so that adjusts a click or snap effect during rotation of the connection device and in the connected state, the knobs or projection elements abut the outer wall of the trained as a round tube cross-railing railing or scaffolding frame.
Damit eine Arretierung der Anschlussvorrichtung im montierten Zustand dauerhaft zuverlässig gewährleistet werden kann, zeichnet sich eine Weiterbildung dadurch aus, dass die Vorsprunglänge so groß gewählt ist, dass die Verdrehung der Anschlussvorrichtung nur mit Hilfe eines Schlagwerkzeuges oder Hebelwerkzeuges durchgeführt werden kann.Thus, a locking of the connection device in the assembled state can be reliably ensured permanently, a development is characterized in that the projection length is chosen so large that the rotation of the connection device can be performed only with the aid of a striking tool or lever tool.
Der erfindungsgemäße Gerüstrahmen mit Langlöcher für Anschlussvorrichtungen bietet im Gegensatz zu dem bekannten Gerüstrahmen mit Anschlussvorrichtungen mit einem Keilkupplungselement folgende Vorteile:
Der Arbeitsaufwand und Zeitaufwand bei der Montage wird deutlich verringert. Eine Verdrehung der Anschlussvorrichtung um die Längsachse beim Fixieren ist nicht gegeben, da das Einschlagen eines Keiles zum Anschluss eines Keilkupplungselementes entfällt. Darüber hinaus ist eine eindeutige Fixierung in der Höhe gewährleistet. Ein montagetechnisch besonders großer Vorteil liegt darin, dass ein Gerüststiel beziehungsweise Gerüstrahmen mit montierter Anschlussvorrichtung in der Hand des Monteurs insbesondere bei der Demontage gleiten kann, was bei der bekannten Anschlussvorrichtung nicht möglich ist, da diese den Gerüststab beziehungsweise den Stiel eines Gerüstrahmens vollständig umfangsmäßig umschließt. Ein weiterer Vorteil besteht darin, dass die Anschlussvorrichtung aufgrund ihres kompakten Aufbaus und leichten Gewichts einen einfachen Wurf- und Fangvorgang gewährleistet, da nämlich derartige Anschlussvorrichtungen während der Montage von einer im unteren Bereich befindlichen Montageperson nach oben geworfen werden und umgekehrt.The scaffolding frame according to the invention with elongated holes for connecting devices offers the following advantages in contrast to the known scaffolding frame with connecting devices with a wedge coupling element:
The workload and time required for assembly is significantly reduced. A rotation of the connecting device about the longitudinal axis during fixing is not given because the turning of a wedge for connecting a wedge coupling element is eliminated. In addition, a clear fixation in height is guaranteed. An especially great advantage in terms of assembly technology is that a scaffolding frame or scaffolding frame with mounted connection device can slide in the hand of the installer, in particular during disassembly, which is not possible in the known connection device, since this surrounds the scaffolding rod or the handle of a scaffolding frame completely circumferentially. Another advantage is that the connection device ensures a simple throwing and trapping process due to its compact design and light weight, namely because such connection devices are thrown upwards during assembly by an assembly person located in the lower area and vice versa.
Aufgrund des leichten und kompakten Aufbaus sind Konfektionierungsprobleme und Verpackungsprobleme auf ein Minimum reduziert. Ein weiterer großer Vorteil besteht darin, dass Gerüstrahmen, die eine montierte Anschlussvorrichtung aufweisen, in den bekannten Stapeleinrichtungen für derartige Elemente problemlos gestapelt werden können, ohne dass die Anschlusseinrichtung demontiert werden muss, was bei angeschlossenen Anschlussvorrichtungen gemäß dem Stand der Technik aufgrund ihres voluminösen Aufbaus nicht möglich ist.Its lightweight and compact design minimizes packaging and packaging issues. Another big advantage is that Scaffolding frames, which have a mounted connection device can be easily stacked in the known stacking devices for such elements, without the connection device must be dismantled, which is not possible in connected connection devices according to the prior art due to its voluminous structure.
Insgesamt stellt der erfindungsgemäße Gerüstrahmen eine wesentliche Verbesserung eines Gerüstsystems dar, das innenseitig zusätzliche Geländerstäbe erfordert.Overall, the scaffolding frame according to the invention represents a significant improvement of a scaffold system that requires additional handrails on the inside.
Weitere Ausführungsformen und Vorteile der Erfindung ergeben sich durch die in den Ansprüchen ferner aufgeführten Merkmale sowie durch die nachstehend angegebenen Ausführungsbeispiele. Die Merkmale der Ansprüche können in beliebiger Weise miteinander kombiniert werden, insoweit sie sich nicht offensichtlich gegenseitig ausschließen.Further embodiments and advantages of the invention will become apparent from the features further listed in the claims as well as by the embodiments given below. The features of the claims may be combined in any manner as far as they are not obviously mutually exclusive.
Die Erfindung sowie vorteilhafte Ausführungsformen und Weiterbildungen derselben werden im Folgenden anhand der in der Zeichnung dargestellten Beispiele näher beschrieben und erläutert. Die der Beschreibung und der Zeichnung zu entnehmenden Merkmale können einzeln für sich oder zu mehreren in beliebiger Kombination gemäß der Ansprüche angewandt werden. Es zeigen:
- Fig. 1
- schematische Detailperspektivdarstellung eines an sich bekannten Gerüstsystems aus Bestandteilen des Layher-Blitz-Gerüstsystems unter Einsatz von Anschlussvorrichtungen für Geländerstäbe auf der Innenseite des Gerüstsystems, letztere in auseinandergezogener Darstellung,
- Fig. 2
- schematische Detailperspektive einer Anschlussvorrichtung mit Grundplatte und Vorsprungeinheit,
- Fig. 3
- a und b stark schematisierte Darstellung des Anschlusses einer Anschlusseinrichtung an einen Geländerstab in nicht montierter Position (
Fig. 3a ) und in montierter Position (Fig. 3b ), - Fig. 4
- schematische Seitenansicht des Verbindungsbereiches einer Anschlussvorrichtung mit einem Vertikalstab in montierter Position, wobei ein Geländerstab aus Übersichtlichkeitsgründen in herausgezogener Position dargestellt ist, und
- Fig. 5
- schematische Draufsicht auf die Darstellung gemäß
Fig. 4 .
- Fig. 1
- schematic detail perspective view of a known scaffolding system made of components of the Layher flash scaffold system using connection devices for balusters on the inside of the scaffold system, the latter in an exploded view,
- Fig. 2
- schematic detail perspective of a connection device with base plate and projection unit,
- Fig. 3
- a and b highly schematic representation of the connection of a connection device to a railing bar in unassembled position (
Fig. 3a ) and in mounted position (Fig. 3b ) - Fig. 4
- schematic side view of the connection region of a connecting device with a vertical rod in the mounted position, wherein a baluster is shown in the pulled-out position for clarity, and
- Fig. 5
- schematic plan view of the illustration according to
Fig. 4 ,
Bei dem in
Ein Gerüstfeld ist prinzipiell aufgebaut aus zwei in Längsrichtung beabstandet angeordnete Gerüstrahmen 18, die in Querrichtung beabstandet angeordnete vertikale Gerüststäbe 19 jeweils aufweisen. Die Gerüststäbe 19 sind oberseitig mit einem U-förmigen Querriegel 28 verbunden, wobei im Eckbereich zwischen dem Querriegel 28 und dem Vertikalstab 19 jeweils ein Knotenblech 30 eingeschweißt ist. Im unteren Endbereich sind die Vertikalstäbe 19 mit einem Querstab 32 verbunden.A framework field is basically constructed of two
Die Gerüststäbe 19 weisen oberseitig in
In die Querriegel 28 der Gerüstrahmen 18 sind von oben her Beläge 34 eingehängt. Die Aussteifung des Gerüsts in Längsrichtung übernimmt ein Diagonalstab 36, der gemäß der Darstellung in
Der Aufbau erfolgt so, dass zunächst zwei Gerüstrahmen 18 entweder auf Fußspindeln gestellt werden oder auf bereits vorhandene Gerüstrahmen 18 gesteckt werden. Daran anschließend wird der oder werden die Geländerstab/stäbe 14 montiert. Dann werden die Beläge 34 eingehängt und schließlich die Diagonale 36 angeschlossen.The structure is such that initially two scaffolding frames 18 are either placed on spindles or put on already existing scaffolding frames 18. Following this, the railing bar (s) 14 are mounted. Then the
In manchen Fällen kommt es vor, dass auf der dem einzurüstenden Bauwerk zugewandten Innenseite des Gerüsts 50 zusätzlich Geländerstäbe angeordnet werden müssen, beispielsweise falls der Abstand zum einzurüstenden Bauteil größer als 30 cm (Zentimeter) ist beziehungsweise keine "Wand" des einzurüstenden Bauwerks vorhanden ist, beispielsweise im Falle der Montage von Wandelementen für Stahlbauwerke.In some cases, it may happen that additional railing posts must be arranged on the inside of the
Um hierzu eine Anschlussmöglichkeit zu schaffen, weist der in
Die Anschlussvorrichtung 10 weist eine Aufnahmeeinrichtung 12 auf, die identisch ist mit der bekannten Aufnahmeeinrichtung 12.1 und die als Großserienteil bereits wirtschaftlich hergestellt werden kann. An der Aufnahmeeinrichtung 12 ist ein verschieblicher Keil 38 vorhanden, der zum Verklemmen der Anschlussbereiche der Geländerstäbe 14 dient. Hierzu weisen die Geländerstäbe 14 jeweils in ihrem Endbereich eine nach unten weisenden, flachen Vorsprung 40 auf, der von oben in die Aufnahmeeinrichtung eingeführt werden kann. Die Geometrie der Aufnahmeeinrichtung 12 ist im Ausführungsbeispiel so gewählt, dass von zwei Seiten her ein Vorsprung 40 eines Geländerstabs 14 eingeführt werden kann. Im Keil 38 ist eine längliche Ausnehmung 52, innerhalb derer quer dazu ein in der Aufnahmeeinrichtung 12 gelagerter Bolzen 54 verläuft. Dadurch ist der Keil 38 in Richtung der Ausnehmung 52 verschieblich und kann durch Hammerschlag eingeschlagen beziehungsweise umgekehrt gelöst werden.The connecting
Die Neuerung der Anschlussvorrichtung 10 besteht nun darin, dass an die an sich bekannte als Großserienbauteil vorliegende Aufnahmeeinrichtung 12 auf der dem Anschlussbereich des Gerüststabs 19 zugewandten Außenseite der Aufnahmeeinrichtung 12 eine Grundplatte 22 über Schweißnähte angeschlossen ist, an die wiederum eine nach außen ragende Vorsprungeinheit 20 angeformt ist, die hammerkopfförmig ausgebildet ist. Die Grundplatte 22 und die Vorsprungeinheit 20 sind als einstückiges Gussteil ausgebildet und bilden eine Anschlusseinrichtung 16 zum einfachen Anschluss an einen Geländerstab.The novelty of the
In jedem Eckbereich der Grundplatte 22 sind weiterhin Vorsprungelemente 26.1 mit einer Vorsprunglänge V angeformt, die bei montierter Anschlussvorrichtung 10 eine Verdrehsicherung 26 bilden.In each corner region of the
Der Hammerkopf der Vorsprungeinheit 20 besitzt eine Breite BV und eine Dicke T.The hammer head of the
Zum Anschluss der Anschlussvorrichtung 10 an den Gerüststab 19 besitzt dieser in der entsprechend geforderten Höhe ein sich in Stablängsrichtung erstreckendes Langloch 24 mit der Länge LA und der Breite BA. Die Länge LA und die Breite BA des Langlochs 24 sind dabei so bemessen, dass der Hammerkopf der Vorsprungeinheit 20 durch die Ausnehmung 24 hindurchgeführt werden kann.For connecting the connecting
Die Montage der Anschlusseinrichtung 10 erfolgt in äußerst einfacher Art und Weise und ist in den
Die Vorsprungelemente 26.1 übernehmen bei in Endstellung gedrehter Anschlussvorrichtung 10 die Funktion einer Verdrehsicherung. Die Vorsprunglänge V ist dabei so gewählt, dass beim Verdrehen (D) der Anschlussvorrichtung 10 zunächst ein Widerstand aufgebaut wird. Sobald dieser Widerstand überwunden ist, "schnappt" die Anschlussvorrichtung 10 in ihre Endposition (90° gedreht), wobei die Außenseiten der Vorsprungelemente 26.1 an der im Querschnitt kreisförmig gekrümmten Außenwandung des Gerüststabs 19 anliegen. Dabei wird die Vorsprunglänge V bevorzugt so gewählt, dass zum Überwinden des Widerstandes gegen Verdrehen ein Hebelwerkzeug, beispielsweise ein Latthammer, eingesetzt werden muss und eine Verdrehung von Hand nicht möglich ist.The projection elements 26.1 take over in the end position rotated
Claims (9)
- Scaffolding frame (18) for a system scaffold having:- two vertical scaffolding bars (19) which are arranged spaced apart in parallel,- which are connected on the upper side to a u-shaped crossmember (28) and on the lower side to a crossbar,- wherein two receiving means which are spaced apart in the longitudinal direction of the scaffolding bar (19) and intended for the connection of railing bars (14) are welded to the front scaffolding bar (19) on the inner side,characterized in that the opposite rear scaffolding bar (19) has, on the inner side, two cutouts (24) which are formed as slots and which are spaced apart in the longitudinal direction of the scaffolding bar, wherein the slots are each situated approximately at the same height level as the receiving means of the front scaffolding bar (19) which are situated opposite thereto, and extend in the bar longitudinal direction, and the projection unit (20) of a connection device (10) can be or is releasably connected in each of the cutouts (24) in a form- and/or force-fitting manner for the releasable connection of railing bars (14).
- Scaffolding frame according to Claim 1, characterized in that- the connection device (10) has a receiving means (12) for the releasable connection of a railing bar (14), and a connection means (16) for releasable connection to the scaffolding frame (18), and- the connection means (16) has the projection unit (20) which is releasably connected in a form- and/or force-fitting manner in the cutout (24) present on the scaffolding bar (19) of the scaffolding frame (18) .
- Scaffolding frame according to Claim 2, characterized in that the projection unit (20) is of hammerhead-like design in such a way that it can be inserted into the cutout (24) present on the scaffolding bar (19) or scaffolding frame (18) and, by means of rotation, engages behind the inner wall of the scaffolding bar (19) or scaffolding frame (18).
- Scaffolding frame according to Claim 2 or 3, characterized in that a base plate (22), on which the projection unit (20) is arranged, is fastened, in particular welded, on the side of the connection means (10) that faces the scaffolding bar (19) of the scaffolding frame (18).
- Scaffolding frame according to Claim 4, characterized in that the base plate (22) and the projection unit (20) are formed in one piece as a cast part.
- Scaffolding frame according to one or more of Claims 2 to 5,
characterized in that an anti-rotation safeguard means (26) is present which secures the connection device against rotation in the connected state. - Scaffolding frame according to Claim 6,
characterized in that the anti-rotation safeguard means (26) takes the form of further protuberances or projection elements (26.1) which are arranged on the side facing the scaffolding bar (19) of the scaffolding frame (18), in particular on the base plate (22), and the projection length (V) of which is designed such that a click or snap effect is produced upon rotation of the connection device (10), and, in the connected state, the protuberances or projection elements (26.1) bear against the outer wall of the railing bar (19), which is designed as a round tube cross section, of the scaffolding frame (18). - Scaffolding frame according to Claim 7,
characterized in that the projection length (V) is chosen such that the connection device (10) can be rotated only with the aid of a lever tool or striking tool. - Scaffolding frame according to Claim 2,
characterized in that the railing bar (14) is connected within the receiving means (12) by wedging.
Applications Claiming Priority (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE20103139U | 2001-02-22 | ||
DE20103139 | 2001-02-22 | ||
DE10112369.8A DE10112369B4 (en) | 2001-02-22 | 2001-03-15 | Scaffolding frames for a system scaffolding |
DE10112369 | 2001-03-15 | ||
PCT/DE2002/000569 WO2002066765A2 (en) | 2001-02-22 | 2002-02-19 | Connection device for scaffolding |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1362150A2 EP1362150A2 (en) | 2003-11-19 |
EP1362150B1 true EP1362150B1 (en) | 2019-04-10 |
Family
ID=26008775
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02716596.8A Expired - Lifetime EP1362150B1 (en) | 2001-02-22 | 2002-02-19 | Scaffolding frame for a system scaffold |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1362150B1 (en) |
PL (1) | PL200827B1 (en) |
WO (1) | WO2002066765A2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102007018314A1 (en) | 2007-04-18 | 2008-11-06 | Wilhelm Layher Verwaltungs-Gmbh | Support for a space structure and connection arrangement for a railing device and method for securing a railing device to a support |
EP2949833B1 (en) * | 2014-05-30 | 2018-01-31 | Tobler AG | Fastening element for railings for detachable attachment to a frame element, frame element, assembly of a railing and a fixing element and method for fixing and for securing a fastening element |
CN108252501A (en) * | 2018-03-13 | 2018-07-06 | 佛山市亚科恒远科技有限公司 | A kind of combined scaffold of architectural engineering |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1450385A (en) * | 1963-08-06 | 1966-06-24 | Karl Sikler & Sohn Fa | scaffolding consisting of tubular steel frames |
BE677183A (en) | 1965-03-01 | 1966-07-18 | ||
GB1092202A (en) * | 1965-04-01 | 1967-11-22 | Scaffolding Great Britain Ltd | Scaffold connecting appliance |
DE2326705A1 (en) * | 1973-05-25 | 1974-12-19 | Alfred Schuster | PIPE CONNECTION |
DE2704398C3 (en) | 1977-02-03 | 1980-08-21 | Plettac Gmbh, 5970 Plettenberg | Framework that can be assembled from uprights and bars |
US4430019A (en) | 1981-02-04 | 1984-02-07 | Harsco Corporation | Connector assembly |
FR2604758B1 (en) | 1986-10-06 | 1989-03-31 | Poulain Yves | CONNECTION DEVICE BETWEEN TWO ROOMS, ESPECIALLY BETWEEN TWO TENT POSTS |
-
2002
- 2002-02-19 PL PL362524A patent/PL200827B1/en unknown
- 2002-02-19 EP EP02716596.8A patent/EP1362150B1/en not_active Expired - Lifetime
- 2002-02-19 WO PCT/DE2002/000569 patent/WO2002066765A2/en active Application Filing
Non-Patent Citations (1)
Title |
---|
LAYHER: "Allegemeine Bauaufsichtliche Zulassung Z-8.1-16.2 Anglage A Anlage B", 2 February 1998 (1998-02-02), XP055236491, Retrieved from the Internet <URL:-> [retrieved on 20151215] * |
Also Published As
Publication number | Publication date |
---|---|
PL200827B1 (en) | 2009-02-27 |
WO2002066765A3 (en) | 2002-10-17 |
WO2002066765A2 (en) | 2002-08-29 |
EP1362150A2 (en) | 2003-11-19 |
PL362524A1 (en) | 2004-11-02 |
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