WO2020064423A1 - Climbing unit for a formwork scaffolding - Google Patents
Climbing unit for a formwork scaffolding Download PDFInfo
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- WO2020064423A1 WO2020064423A1 PCT/EP2019/074821 EP2019074821W WO2020064423A1 WO 2020064423 A1 WO2020064423 A1 WO 2020064423A1 EP 2019074821 W EP2019074821 W EP 2019074821W WO 2020064423 A1 WO2020064423 A1 WO 2020064423A1
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- WIPO (PCT)
- Prior art keywords
- climbing
- formwork
- console
- linear drive
- work
- 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.)
- Ceased
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/002—Workplatforms, railings; Arrangements for pouring concrete, attached to the form
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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
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
- E04G11/24—Construction of lifting jacks or climbing rods for sliding forms
Definitions
- the invention relates to a formwork scaffold provided with a climbing device, which serves as a working platform and for supporting a formwork element for a concrete wall formwork.
- a climbing device which serves as a working platform and for supporting a formwork element for a concrete wall formwork.
- Such climbing systems are used in construction e.g. used for the production of building walls, bridges, dams, shafts and the like buildings.
- the scaffolding is successively displaced upwards via mounting rails attached vertically to already solidified wall sections of the building.
- the mounting rail is locked to several anchors or so-called climbing shoes which are fixed to the wall and which were previously introduced here when casting structural sections.
- a connection between the mounting rail and the scaffold is in turn made by means of climbing heads on which latch levers sit, which allow a relative displacement in a desired direction (up or down), but act in the opposite direction as locking cams.
- a lifting drive is used, as described, for example, in the published patent application DE 10 201 6 205 956 A1 or the international publication WO 2009/1 1 7986 A1 in the form of a hydraulic cylinder.
- the climbing rail can be shifted upwards via the hydraulic cylinder supported on a climbing shoe and then anchored to an upper climbing shoe in order to subsequently lift the scaffold upwards via a support on the rail.
- DE 43 02 1 97 A1 shows a self-climbing device for a climbing frame with a linear drive, which generates a relative movement between a sliding bracket of the frame and a mounting rail - which device is shown in the prior art in FIG. 1 of the present application.
- This relative lifting movement has to be carried out several times from a first position of the scaffolding to the next higher one, because a single linear lifting distance is predetermined by the stroke length of the linear drive and this is always smaller than the distance between the fixing points for the temporarily final ones Scaffold positions:
- the attachment of the transport rail 6 is first released from the scaffolding or climbing shoes 4 and 5, whereas the working platform 8 remains fixed in the climbing shoe 5 - see in particular Fig. 1 for understanding this method. If the hydraulic cylinder 1 3 is now actuated, a climbing head 14 fastened to the lower end of the lifting rod 1 6, which engages in the mounting rail 6, is pushed together with the latter as far as the stroke of the hydraulic cylinder 1 3 permits. The rail 6 slides through the climbing head 1 5 with the pawl released, while a locking member in the lower climbing head 14 grips the rail and takes it upwards.
- the aim of the present invention is to simplify the climbing process.
- the main idea of the invention is to present a solution according to which the successive lifting steps described above are carried out by a continuous, i.e. single lifting step between two anchor positions for the scaffold are replaced.
- the formwork scaffold has at least two brackets, more precisely, at least one working bracket (ACS-C working bracket) carrying a formwork element and at least one climbing bracket (ACS-C climbing bracket) trailing in the upward climbing direction.
- Each of the brackets can be individually anchored locally to and removed from a building wall.
- a linear motor is installed on one of the two brackets, whereas a post is then fixed on the other remaining bracket, via which a guided and thus defined relative movement between the brackets can be carried out.
- the length of the post specifies the lifting height of the relative movement between the brackets - a relative movement that can be carried out continuously, ie without interruption, in one process step.
- the first console climbs on the post along the other console. This movement can be up or down.
- the post takes over the function of the climbing rail known in the prior art.
- the post is available in the form and shape of a rail as a tube, I-profile, U-profile, L-profile or T-profile.
- a truss can advantageously be present at the upper end of the upright, with which the upright can be suspended from existing structural parts.
- the truss consists of traverses running in the horizontal direction, which can be placed on the uppermost section of the structure.
- the above relative movement is realized in that an output gear of the linear drive engages in a rack configuration implemented on the upright.
- the rack can be welded to the upright. This has the advantage that the upright itself is not weakened by material removal. However, if such a weakening due to material removal is taken into account in the dimensioning of the post by selecting its wall thickness in advance, the tooth geometry can also be introduced into the post itself.
- a rack can be lasered, punched or stamped into the post. This design has the advantage of simple manufacture of the post with a desired rack geometry.
- the linear drive has output gears which are arranged in pairs with respect to one another and which act on opposite sides of the gear rack configuration.
- rack configuration means a respective rack at two positions of the upright.
- the linear drive is designed to be self-locking. This means that the linear drive itself can inhibit a shift between the brackets and the gear (s) engaging the rack of the upright blocks / block a relative movement.
- the linear motor used for the linear drive can be driven electrically or hydraulically. Compared to known climbing drives, even when using a hydraulic drive, there is still less oil volume used - with an electric drive, the use of hydraulic oil is completely eliminated.
- the synchronization of the motor is easy to monitor and regulate with digital speed encoders. This results in simple control and adjustment of the lifting height.
- the lifting height can be increased as required by multiple installation of modular gear drives.
- the gear modules are then either electrically or hydraulically connected so that the individual gears are driven with the same torque.
- the core idea of the invention can be implemented in two different variants (see also the following description of the drawings attached to both variants, from which the respective mode of operation is explained with individual work steps): i) According to a first variant, when using the formwork scaffold, the the lower climbing console - opposite the upper working console, which carries the formwork element. The upright is fixed to the upper work console, and the upright projects downward from below according to its length defining the desired lifting height Working console. The minimum length of the post beyond the upper work console is determined by the height of a section of the building. ii) According to the second variant, when using the formwork scaffold, the console provided with the linear drive is the upper work console, which in turn carries the formwork element. The post is fixed to the lower climbing console here, and the post only protrudes upwards over the climbing console according to its length, which defines the desired lifting height.
- the upper climbing console has a tunnel tube with which the formwork element is carried and in which the post can also be moved.
- the shape of the tunnel tube should advantageously be complementary to the post.
- This embodiment with a tunnel tube has the advantage that the total length of the post can be divided into two sections between the post itself and the tunnel tube at the maximum distance between the brackets. Because one has to take into account that the formwork element still has to protrude upwards over a working height compared to the last manufactured concrete wall section if liquid concrete has to be poured onto it to form the closest wall part. This section of the working height is then realized by the tunnel tube to which the formwork element is fixed (see Fig. 4 & 5 for understanding).
- Fig. 1 is a formwork with climbing system according to the state of the
- FIG. 3 shows a perspective view of the formwork scaffold from FIG. 2 with a detailed view of the linear drive of the climbing device according to the invention
- FIG. 5 shows a perspective view of the formwork scaffold from FIG. 4 with a detailed view of the linear drive.
- the formwork scaffold illustrated in FIG. 2 shows a new way of climbing. It relates to an embodiment according to a first variant of the subject matter of the invention, as is defined under section i) above on page 5 of the description.
- This embodiment shows a double-sided formwork scaffold (see illustration on the right in FIG. 2, each with two work consoles 14 and two climbing brackets 16 and two uprights 22 for a single formwork scaffold.
- a double-sided formwork scaffold see illustration on the right in FIG. 2, each with two work consoles 14 and two climbing brackets 16 and two uprights 22 for a single formwork scaffold.
- one formwork scaffold can deviate from this number and both several of these components and only one have individual components from the work console, climbing console and upright.
- the formwork scaffold 10 of a single assembly has an upper work console 14 and a climbing console 16 located underneath.
- the work console is defined by carrying the formwork element, which is a common element and is therefore not shown in the figures.
- the formwork element can also be mounted on the cross member 11.
- Both brackets are in their working position on a building wall 12 from previously concreted sections. However, it is not necessary for both brackets 14, 16 of this one assembly to be anchored to the building wall 12 at the same time. This can apply to a phase in which the entire formwork framework 10 has to remain static during the casting of a concrete wall section. For this period, anchoring all brackets on all sides increases the stability of the formwork scaffold on the wall.
- a post 22 is fixed in place on the upper work console 14.
- the post 22 extends over a long length, i. H. beyond the upper work console 14 upwards in order to be able to carry the traverse 11 up to the last concreting section to be manufactured or to be manufactured; And below the work console 14 downwards in a length that is greater than the distance of a concreting section for the next building section.
- This length is made up of a minimum distance between the upper work console plus the distance to the lower climbing console plus a length that corresponds to the vertical distance of a next section of the structure. This is because the climbing bracket 16 must be able to raise the working bracket 14 with its upright 22 by exactly the distance of a building section in a continuous working step.
- the post 22 has a rack configuration 23 over at least this length of a structural section. According to this configuration, opposing tooth spaces are incorporated in the post. While one looks at one of these racks in the left-hand side of FIG. 2, one can see from the right-hand illustration that where the two gears 20 of a linear drive 18 on the lower climbing bracket 1 6 engage the upright, there is a rack recess on both sides . In the example shown, it is part of the upright 22, which is selected in a tubular embodiment.
- the aforementioned linear drive 18 is installed on the lower climbing bracket 16, which in the example shown here comprises two motors, each with two gear wheels 20. Both gearwheels engage in a respective rack configuration 23 of the upright.
- the linear drive on the lower climbing bracket is thus able to move the post upwards over the lower section shown in the picture from the gearwheels 20 over the remaining distance of the post to its lower end. This distance should at least correspond to the height of the next section of the building. Because the upright 22 is firmly connected to the upper work console 14, the work console 14 is also moved upward as soon as the linear drive 18 is actuated.
- the work console 14 is then the uppermost section of the building wall 12 and can be anchored there.
- the next section of the building can then be concreted by anchoring all the brackets.
- the climbing console now has to be pulled up towards the work console.
- This is done with a work console 14 anchored to the existing building wall.
- the formwork scaffold is supported on the top section of the building via the cross member 11. If the climbing bracket 1 6 is now detached from its anchoring, it can move upwards automatically on the post 22 by means of the linear drive (18) until the working console 14 is reached.
- a situation then arises as shown in FIG. 2: The work console 14 is located at a minimal distance from the climbing console 1 6. The above steps can be repeated as required to manufacture the building wall 12 as desired.
- Fig. 3 shows the version shown in Fig. 2 in perspective view with a detail of the lower climbing bracket 1 6.
- the motor of the linear drive 18 is shown enlarged how it can move the gear 20 with a worm gear.
- the latter engages in the rack configuration 23, as it faces the viewer.
- a second linear motor 18, which is operated in analog and synchronous fashion, is located on the opposite side of the post 22, mirror-symmetrical to this arrangement.
- the gear 20 is held on the climbing console 1 6 in a gear holder 21.
- FIG. 4 shows a further embodiment of a second version of the invention as defined under section ii) on page 6 above.
- the formwork scaffold consists of two symmetrical units, each with a work console and a climbing console.
- a formwork scaffold can deviate from this number and have several of these components as well as only a single component consisting of a work console, climbing console and post.
- the work console 14 carrying a formwork element (not shown) is the upper console.
- the linear drive 18 is also installed here.
- the lower climbing bracket 1 6 carries the post 22 with the rack configuration 23.
- the post 22 in this version is held so that it can move in a tunnel tube 24, which tunnel tube 24 is firmly fixed to the upper work console 14 - to which tunnel tube the formwork element is also attached.
- the tunnel tube 24 points to the placements of the gears 20 of the linear drive 18 has a respective window through which the respective gear can reach. This is necessary so that a respective gear wheel of the drive can interact with the rack configuration 23 of the post 22 through said window.
- the work console 14 will be supported on the rack configuration 23 of the upright by actuating the linear drive 18 and with the turning of the gear wheels 20 with the climbing bracket 1 anchored 6 up in a single step, ie proceed continuously.
- the pouring process for concreting can be started after the work console 14 is anchored to the building wall 12.
- the climbing bracket 1 6 is subsequently to be released from the anchoring on the building wall 12, the climbing bracket 1 6 together with its upright 22 being able to be pulled upwards by actuating the linear drive 18. This tightening also takes place in a continuous work step.
- the formwork scaffolding is additionally supported on the solidified upper section of the structure via the crossbar 11.
- the upright 22 according to the version ii) shown in FIGS. 4 and 5 does not have to be of this length. This is because the outer tunnel tube 24 complements the length of the upright 22.
- the upper work console 14 always carries the formwork element 11 in a spaced-apart state due to the tunnel tube 24. This length does not have to be taken over by the upright 22 - which, however, is necessary in the version 1 embodiment.
- FIG. 5 shows the embodiment from FIG. 4 in a perspective view with a detail on the work console 14, namely again the drive 18.
- the gearwheel 20 through the window of the tunnel tube 24 passes through to engage the rack configuration 23 of the post 22.
- Details of the linear drive 18 are identical to the drive shown in FIG. 3.
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Abstract
Description
KLETTEREINRICHTUNG FÜR EIN SCHALUNGSGERÜST CLIMBING DEVICE FOR SHUTTERING SCAFFOLDING
Die Erfindung betrifft ein mit einer Klettereinrichtung versehenes Schalungsgerüst, das als Arbeitsbühne und zur Abstützung eines Schalungselementes für eine Betonwandschalung dient. Derartige Klettersysteme werden im Bauwesen z.B. zur Herstellung von Gebäudewänden, Brücken, Staumauern, Schächten und dergleichen Hoch- bzw. Tiefbauten eingesetzt. The invention relates to a formwork scaffold provided with a climbing device, which serves as a working platform and for supporting a formwork element for a concrete wall formwork. Such climbing systems are used in construction e.g. used for the production of building walls, bridges, dams, shafts and the like buildings.
Bei dem auch als Kletterschalung, Klettergerüst oder Kletterschutzwand bekannten Klettersystem wird das Gerüst über vertikal an bereits verfestigten Bauwerks-Wandabschnitten angebrachten Tragschienen sukzessive nach oben versetzt. Die Tragschiene ist während einer Phase, bei der Gerüst an ihr versetzt werden soll, an mehreren an der Wand fixierten Ankern oder sog. Kletterschuhen arretiert, die man beim Gießen von Bauwerksabschnitten zuvor hierin eingebracht hat. In the climbing system also known as climbing formwork, climbing scaffold or climbing protection wall, the scaffolding is successively displaced upwards via mounting rails attached vertically to already solidified wall sections of the building. During a phase in which the scaffolding is to be displaced on it, the mounting rail is locked to several anchors or so-called climbing shoes which are fixed to the wall and which were previously introduced here when casting structural sections.
Eine Verbindung zwischen Tragschiene und Gerüst ihrerseits wird mittels Kletterköpfen vollzogen, an denen Klinken-Hebel sitzen, die eine Relativ- Verschiebung in einer gewollten Richtung (auf- oder abwärts) zulassen, hingegen in der entgegengesetzten Richtung als Sperrnocken wirken. A connection between the mounting rail and the scaffold is in turn made by means of climbing heads on which latch levers sit, which allow a relative displacement in a desired direction (up or down), but act in the opposite direction as locking cams.
Will man das Gerüst, bzw. die Schienen von einem unteren Betonwandabschnitt zu einem darüber liegend gerade ausgehärteten weiteren Abschnitt des Baukörpers zum dortigen Fixieren anheben, setzt man ein Hubantrieb ein, wie er beispielsweise aus der Offenlegungsschrift DE 10 201 6 205 956 A1 oder der internationalen Offenlegungsschrift WO 2009/1 1 7986 A1 in Form eines Hydraulikzylinders hervorgeht. Im Ergebnis kann die Kletterschiene so über den sich auf einem Kletterschuh abstützenden Hydraulikzylinder aufwärts verschoben und an einem oberen Kletterschuh dann wieder verankert werden, um nachfolgend das Gerüst über eine Abstützung an der Schiene nach oben zu heben. If you want to lift the scaffolding or the rails from a lower concrete wall section to a further section of the building that has just hardened above it for fixing there, a lifting drive is used, as described, for example, in the published patent application DE 10 201 6 205 956 A1 or the international publication WO 2009/1 1 7986 A1 in the form of a hydraulic cylinder. As a result, the climbing rail can be shifted upwards via the hydraulic cylinder supported on a climbing shoe and then anchored to an upper climbing shoe in order to subsequently lift the scaffold upwards via a support on the rail.
Im Übrigen zeigt die DE 43 02 1 97 A1 eine Selbstklettervorrichtung für ein Klettergerüst mit einem Linearantrieb, der zwischen einer Verschiebekonsole des Gerüsts und einer Tragschiene eine Relativbewegung erzeugt - welche Vorrichtung zum Stand der Technik in Fig. 1 der vorliegenden Anmeldung wiedergegeben ist. Diese Relativ-Hebe-Bewegung muss von einer ersten Position des Gerüsts zu dessen nächst höheren mehrfach ausgeführt werden, weil eine einzelne lineare Hebedistanz durch die Hub-Länge des Linearantriebes vorgegeben ist und diese immer kleiner ausfällt als der Abstand zwischen den Fixierpunkten für die temporär finalen Gerüstpositionen: For the rest, DE 43 02 1 97 A1 shows a self-climbing device for a climbing frame with a linear drive, which generates a relative movement between a sliding bracket of the frame and a mounting rail - which device is shown in the prior art in FIG. 1 of the present application. This relative lifting movement has to be carried out several times from a first position of the scaffolding to the next higher one, because a single linear lifting distance is predetermined by the stroke length of the linear drive and this is always smaller than the distance between the fixing points for the temporarily final ones Scaffold positions:
Zum Anheben des Klettergerüsts wird zunächst die Befestigung der Transportschiene 6 aus den Gerüst- oder Kletterschuhen 4 und 5 gelöst, wohingegen die Arbeitsbühne 8 in dem Kletterschuh 5 befestigt bleibt - siehe zum Verständnis dieses Verfahrens insbesondere Fig. 1 . Wird nun der Hydraulikzylinder 1 3 betätigt, so wird ein am unteren Ende der Hubstange 1 6 befestigter Kletterkopf 14, der in die Tragschiene 6 eingreift, zusammen mit dieser so weit nach oben geschoben, wie es der Hub des Hydraulikzylinders 1 3 erlaubt. Dabei gleitet die Schiene 6 durch den Kletterkopf 1 5 mit freigegebener Klinke, während ein Sperrglied im unteren Kletterkopf 14 die Schiene greift und diese nach oben mitnimmt. Sodann wird die Tragschiene 6 in den Kletterschuhen wieder an mehreren beabstandeten Ankerstellen befestigt und die Hubstange erneut ausgefahren, um nun diesmal das Gerüst über eine Abstützung der Hubstange an der Tragschiene um dieselbe Hublänge nach oben zu heben. Dieses Arbeitsspiel wiederholt sich so oft, bis die Tragschiene um einen Betonierabschnitt angehoben ist und dabei in weiter oben in der Wand angeordneten Befestigungsankern mehrfach befestigt ist. Bei einem 3 m hohen Betonierabschnitt und einem Hub des Hydraulikzylinders von 60 cm wiederholt sich dieses Arbeitsspiel beispielsweise 5 mal - was zeitaufwändig und kompliziert ist. To lift the climbing frame, the attachment of the transport rail 6 is first released from the scaffolding or climbing shoes 4 and 5, whereas the working platform 8 remains fixed in the climbing shoe 5 - see in particular Fig. 1 for understanding this method. If the hydraulic cylinder 1 3 is now actuated, a climbing head 14 fastened to the lower end of the lifting rod 1 6, which engages in the mounting rail 6, is pushed together with the latter as far as the stroke of the hydraulic cylinder 1 3 permits. The rail 6 slides through the climbing head 1 5 with the pawl released, while a locking member in the lower climbing head 14 grips the rail and takes it upwards. Then the mounting rail 6 is fastened again in the climbing shoes at several spaced-apart anchor points and the lifting rod is extended again, so that this time the scaffold is supported by the lifting rod on the mounting rail by the same stroke length upwards to lift. This work cycle repeats itself until the mounting rail is raised by a concreting section and is fastened several times in fastening anchors arranged further up in the wall. With a 3 m high concrete section and a stroke of the hydraulic cylinder of 60 cm, this work cycle is repeated 5 times - which is time-consuming and complicated.
Die vorliegende Erfindung hat zum Ziel, das Kletterverfahren zu vereinfachen. The aim of the present invention is to simplify the climbing process.
Gelöst wird dies durch eine Klettereinrichtung nach Anspruch 1 , bzw. durch ein Arbeitsgerüst als Schalungsgerüst nach Anspruch 8. Vorteilhafte Ausführungsformen gehen aus den jeweiligen Unteransprüchen hervor. This is solved by a climbing device according to claim 1, or by a work scaffold as formwork scaffold according to claim 8. Advantageous embodiments emerge from the respective subclaims.
Die Kernidee der Erfindung liegt darin, eine Lösung aufzuzeigen, gemäß der die oben beschriebenen sukzessiven Hebeschritte durch einen kontinuierlichen, d.h. einzelnen Hebeschritt zwischen zwei Ankerpositionen für das Gerüst ersetzt sind. The main idea of the invention is to present a solution according to which the successive lifting steps described above are carried out by a continuous, i.e. single lifting step between two anchor positions for the scaffold are replaced.
Zu diesem Zweck weist das Schalungsgerüst zumindest zwei Konsolen auf, genauer gesagt, mindestens eine ein Schalungselement tragende Arbeitskonsole (ACS-C-Arbeitskonsole) und mindestens eine in aufwärtiger Kletterrichtung ihr nachgezogene Kletterkonsole (ACS-C-Kletterkonsole). Jede der Konsolen lässt sich jeweilig einzeln an einer Bauwerkswand lokal verankern und wieder von ihr lösen. Ferner ist an einer der beiden Konsolen ein Linearmotor installiert, wohingegen an der anderen verbleibenden Konsole dann ein Steher fixiert ist, über den sich eine geführte und damit definierte Relativbewegung zwischen den Konsolen vollziehen lässt. Die Länge des Stehers gibt dabei die Hubhöhe der Relativbewegung zwischen den Konsolen vor - und zwar eine Relativbewegung, die kontinuierlich, d.h. ohne Unterbrechung in einem Verfahrensschritt vollzogen werden kann. Mit anderen Worten klettert die erste Konsole am Steher der anderen Konsole entlang. Diese Bewegung kann aufwärts oder abwärts erfolgen. For this purpose, the formwork scaffold has at least two brackets, more precisely, at least one working bracket (ACS-C working bracket) carrying a formwork element and at least one climbing bracket (ACS-C climbing bracket) trailing in the upward climbing direction. Each of the brackets can be individually anchored locally to and removed from a building wall. Furthermore, a linear motor is installed on one of the two brackets, whereas a post is then fixed on the other remaining bracket, via which a guided and thus defined relative movement between the brackets can be carried out. The length of the post specifies the lifting height of the relative movement between the brackets - a relative movement that can be carried out continuously, ie without interruption, in one process step. In other words, the first console climbs on the post along the other console. This movement can be up or down.
Im Ergebnis übernimmt der Steher die Funktion der im Stand der Technik bekannten Kletterschiene. Der Steher ist in Art und Form einer Schiene entsprechend als Rohr, I-Profil, U-Profil, L-Profil oder T-Profil vorliegend. Da der Steher in seinem unteren Bereich an einer der Konsolen fixiert ist, kann vorteilhaft am oberen Ende des Stehers ein Fachwerk vorliegend sein, mit dem der Steher an bestehenden Bauwerksteilen abgehängt werden kann. Das Fachwerk besteht im einfachsten Fall aus in Horizontalrichtung verlaufenden Traversen, die auf dem obersten Bauwerksabschnitt zur Auflage gebracht werden können. As a result, the post takes over the function of the climbing rail known in the prior art. The post is available in the form and shape of a rail as a tube, I-profile, U-profile, L-profile or T-profile. Since the upright is fixed to one of the brackets in its lower area, a truss can advantageously be present at the upper end of the upright, with which the upright can be suspended from existing structural parts. In the simplest case, the truss consists of traverses running in the horizontal direction, which can be placed on the uppermost section of the structure.
Obige Relativbewegung wird dadurch realisiert, dass ein Abtriebs-Zahnrad des Linearantriebs in eine am Steher implementierte Zahnstangenkonfiguration greift. Die Zahnstange kann am Steher aufgeschweißt sein. Das hat den Vorteil, dass der Steher selbst keine Schwächung durch Material-Entfernung erfährt. Wird eine solche etwaige Schwächung durch Material-Entfernung bei der Dimensionierung des Stehers durch Wahl seiner Wandstärke im Vorfeld jedoch berücksichtigt, kann die Zahngeometrie auch in dem Steher selbst eingebracht sein. Eine Zahnstange kann so in den Steher gelasert, gestanzt oder eingeprägt sein. Diese Ausführung hat den Vorteil einer einfachen Herstellung des Stehers mit einer erwünschten Zahnstangengeometrie. The above relative movement is realized in that an output gear of the linear drive engages in a rack configuration implemented on the upright. The rack can be welded to the upright. This has the advantage that the upright itself is not weakened by material removal. However, if such a weakening due to material removal is taken into account in the dimensioning of the post by selecting its wall thickness in advance, the tooth geometry can also be introduced into the post itself. A rack can be lasered, punched or stamped into the post. This design has the advantage of simple manufacture of the post with a desired rack geometry.
Gemäß einer vorteilhaften Ausführungsform hat der Linearantrieb paarweise zueinander angeordnete Abtriebs-Zahnräder, die einander gegenüberliegend zweiseitig an der Zahnstangenkonfiguration angreifen. Der Begriff „Zahnstangenkonfiguration" bedeutet hierzu eine jeweilige Zahnstange an zwei Positionen des Stehers. Gemäß einer weiteren vorteilhaften Ausführungsform ist der Linearantrieb selbsthemmend ausgeführt. Das bedeutet, dass der Linearantrieb selbst eine Verschiebung zwischen den Konsolen hemmen kann und das oder die an der Zahnstange des Stehers angreifende(n) Zahnrad/Zahnräder eine Relativbewegung blockiert/blockieren. According to an advantageous embodiment, the linear drive has output gears which are arranged in pairs with respect to one another and which act on opposite sides of the gear rack configuration. For this purpose, the term “rack configuration” means a respective rack at two positions of the upright. According to a further advantageous embodiment, the linear drive is designed to be self-locking. This means that the linear drive itself can inhibit a shift between the brackets and the gear (s) engaging the rack of the upright blocks / block a relative movement.
Der für den Linearantrieb eingesetzte Linearmotor kann elektrisch oder hydraulisch angetrieben sein. Im Vergleich zu bekannten Kletter-Antrieben ergibt sich selbst bei Verwendung eines hydraulischen Antriebes immer noch ein Weniger an eingesetztem Ölvolumen - bei einem elektrischen Antrieb fällt die Verwendung von Hydrauliköl gänzlich weg. The linear motor used for the linear drive can be driven electrically or hydraulically. Compared to known climbing drives, even when using a hydraulic drive, there is still less oil volume used - with an electric drive, the use of hydraulic oil is completely eliminated.
Der Gleichlauf des Motors ist mit digitalen Drehzahl-Encodern einfach zu überwachen und einzuregulieren. Daraus ergibt sich eine einfache Kontrolle und Einstellung der Hubhöhe. The synchronization of the motor is easy to monitor and regulate with digital speed encoders. This results in simple control and adjustment of the lifting height.
Die Hubhöhe kann mittels eines Mehrfacheinbaus modularer Zahnradantriebe beliebig gesteigert werden. Die Getriebemodule werden dann entweder elektrisch oder hydraulisch so verschaltet, dass die einzelnen Zahnräder mit gleichem Drehmoment angetrieben werden. The lifting height can be increased as required by multiple installation of modular gear drives. The gear modules are then either electrically or hydraulically connected so that the individual gears are driven with the same torque.
Die Kernidee der Erfindung lässt sich in zwei unterschiedlichen Varianten umsetzen (siehe hierzu auch nachfolgende Beschreibung zu den zu beiden Varianten beigefügten Zeichnungen, aus der die jeweilige Funktionsweise mit einzelnen Arbeitsschritten erklärt wird): i) Gemäß einer ersten Variante ist bei Verwendung des Schalungsgerüstes die mit dem Linearantrieb versehene Konsole die untere Kletterkonsole - gegenüber der oberen Arbeitskonsole, welche das Schalungselement trägt. Der Steher ist an der oberen Arbeitskonsole fixiert, und der Steher ragt gemäß seiner die gewünschte Hubhöhe definierenden Länge nach unten von unterhalb der Arbeitskonsole ab. Die Mindest-Länge des Stehers über die obere Arbeitskonsole hinaus ist vorgegeben durch die Höhe eines Bauwerkabschnittes. ii) Gemäß der zweiten Variante ist bei Verwendung des Schalungsgerüstes die mit dem Linearantrieb versehene Konsole die obere Arbeitskonsole, die wiederum das Schalungselement trägt. Der Steher ist hier an der unteren Kletterkonsole fixiert, und der Steher ragt gemäß seiner die gewünschte Hubhöhe definierenden Länge nur nach oben über die Kletterkonsole ab. The core idea of the invention can be implemented in two different variants (see also the following description of the drawings attached to both variants, from which the respective mode of operation is explained with individual work steps): i) According to a first variant, when using the formwork scaffold, the the lower climbing console - opposite the upper working console, which carries the formwork element. The upright is fixed to the upper work console, and the upright projects downward from below according to its length defining the desired lifting height Working console. The minimum length of the post beyond the upper work console is determined by the height of a section of the building. ii) According to the second variant, when using the formwork scaffold, the console provided with the linear drive is the upper work console, which in turn carries the formwork element. The post is fixed to the lower climbing console here, and the post only protrudes upwards over the climbing console according to its length, which defines the desired lifting height.
Gemäß einer vorteilhaften Ausführungsform der zweiten Variante weist die obere Kletterkonsole ein Tunnelrohr auf, mit dem das Schalungselement getragen wird und in dem auch der Steher verfahrbar ist. Das Tunnelrohr soll vorteilhaft in der Form komplementär zum Steher ausgeführt sein. Diese Ausführungsform mit Tunnelrohr hat den Vorteil, dass sich die Gesamtlänge des Stehers bei maximaler Distanz zwischen den Konsolen auf zwei Teilabschnitte zwischen einerseits dem Steher selbst und andererseits dem Tunnelrohr aufteilen lässt. Denn man muss ja berücksichtigen, dass das Schalungselement über eine Arbeitshöhe nach oben gegenüber dem zuletzt gefertigten Betonwand-Abschnitt noch abzuragen hat, wenn flüssiger Beton zur Bildung des nächstkommenden Wandteils auf diesen aufzugießen ist. Diesen Abschnitt der Arbeitshöhe realisiert dann das Tunnelrohr, an dem das Schalungselement fixiert ist (siehe zum Verständnis Fig. 4 & 5). According to an advantageous embodiment of the second variant, the upper climbing console has a tunnel tube with which the formwork element is carried and in which the post can also be moved. The shape of the tunnel tube should advantageously be complementary to the post. This embodiment with a tunnel tube has the advantage that the total length of the post can be divided into two sections between the post itself and the tunnel tube at the maximum distance between the brackets. Because one has to take into account that the formwork element still has to protrude upwards over a working height compared to the last manufactured concrete wall section if liquid concrete has to be poured onto it to form the closest wall part. This section of the working height is then realized by the tunnel tube to which the formwork element is fixed (see Fig. 4 & 5 for understanding).
Einzelheiten zur Erfindung werden nachfolgend anhand zweier Ausführungsbeispiele in Verbindung mit den beigefügten Zeichnungsfiguren beschrieben. Details of the invention are described below using two exemplary embodiments in conjunction with the accompanying drawing figures.
In diesen zeigen Show in these
Fig. 1 ein Schalungsgerüst mit Klettersystem gemäß dem Stand der Fig. 1 is a formwork with climbing system according to the state of the
Technik, Fig. 2 das erfindungsgemäße Schalungsgerüst mit erfindungsgemäßer Klettereinrichtung in einer Ausführungsform gemäß obiger ersten Variante i), Technology, 2 the formwork scaffold according to the invention with the climbing device according to the invention in an embodiment according to the above first variant i),
Fig. 3 eine perspektivische Ansicht des Schalungsgerüstes aus Fig. 2 mit einer Detailansicht zum Linearantrieb der erfindungs-gemäßen Klettereinrichtung, 3 shows a perspective view of the formwork scaffold from FIG. 2 with a detailed view of the linear drive of the climbing device according to the invention,
Fig. 4 das erfindungsgemäße Schalungsgerüst in einer Ausführungsform gemäß obiger zweiten Variante ii), und Fig. 4, the formwork scaffold according to the invention in an embodiment according to the above second variant ii), and
Fig. 5 eine perspektivische Ansicht des Schalungsgerüstes aus Fig. 4 mit einer Detailansicht zum Linearantrieb. 5 shows a perspective view of the formwork scaffold from FIG. 4 with a detailed view of the linear drive.
Das in Fig. 1 gezeigte Schalungsgerüst aus dem Stand der Technik aus der DE 43 02 1 97 A1 ist in obiger Beschreibungseinleitung diskutiert. The formwork framework shown in FIG. 1 from the prior art from DE 43 02 1 97 A1 is discussed in the introduction to the description above.
Gegenüber diesem zeigt das in Fig. 2 veranschaulichte Schalungsgerüst eine neuartige Kletterweise. Es betrifft eine Ausführungsform gemäß einer ersten Variante des Erfindungsgegenstandes, wie sie unter obigem Gliederungspunk i) auf Seite 5 der Beschreibung definiert ist. Compared to this, the formwork scaffold illustrated in FIG. 2 shows a new way of climbing. It relates to an embodiment according to a first variant of the subject matter of the invention, as is defined under section i) above on page 5 of the description.
Diese Ausführungsform zeigt ein doppelseitiges Schalungsgerüst (siehe rechtseitige Darstellung in Fig. 2 mit jeweils zwei Arbeitskonsolen 14 und zwei Kletterkonsolen 1 6 und zwei Stehern 22 für ein einzelnes Schalungsgerüst. Natürlich kann ein Schalungsgerüst von dieser Anzahl abweichen und sowohl mehrere dieser Komponenten als auch nur eine einzelne Komponente aus Arbeitskonsole, Kletterkonsole und Steher aufweisen. This embodiment shows a double-sided formwork scaffold (see illustration on the right in FIG. 2, each with two work consoles 14 and two climbing brackets 16 and two uprights 22 for a single formwork scaffold. Of course, one formwork scaffold can deviate from this number and both several of these components and only one have individual components from the work console, climbing console and upright.
Im Folgenden wird die Funktionsweise aus Gründen der Einfachheit an einer einzelnen Baugruppe aus einer einzelnen Arbeitskonsole und Kletterkonsole mit Steher beschrieben: Das Schalungsgerüst 10 einer einzelnen Baugruppe weist eine obere Arbeitskonsole 14 und eine darunter befindliche Kletterkonsole 1 6 auf. Die Arbeitskonsole ist definiert durch das Tragen des Schalungselementes, das ein übliches Element und in den Figuren deshalb nicht gezeigt ist. Im vorliegenden Fall kann das Schalungselement auch an der Traverse 1 1 montiert sein. For the sake of simplicity, the method of operation is described below on a single assembly consisting of a single work console and climbing console with upright: The formwork scaffold 10 of a single assembly has an upper work console 14 and a climbing console 16 located underneath. The work console is defined by carrying the formwork element, which is a common element and is therefore not shown in the figures. In the present case, the formwork element can also be mounted on the cross member 11.
Beide Konsolen befinden sich in ihrer Arbeitsposition an einer Bauwerkswand 12 aus zuvor betonierten Abschnitten. Allerdings ist es nicht erforderlich, dass beide Konsolen 14, 1 6 dieser einen Baugruppe zeitgleich an der Bauwerkswand 12 verankert sind. Dies kann für eine Phase zutreffen, in der das gesamte Schalungsgerüst 10 während des Gießens eines Betonwandabschnittes statisch zu verbleiben hat. Für diese Zeitdauer führt eine allseitige Verankerung sämtlicher Konsolen zu einer erhöhten Stabilität des Schalungsgerüstes an der Wand. Both brackets are in their working position on a building wall 12 from previously concreted sections. However, it is not necessary for both brackets 14, 16 of this one assembly to be anchored to the building wall 12 at the same time. This can apply to a phase in which the entire formwork framework 10 has to remain static during the casting of a concrete wall section. For this period, anchoring all brackets on all sides increases the stability of the formwork scaffold on the wall.
An der oberen Arbeitskonsole 14 ist ein Steher 22 feststehend fixiert. Der Steher 22 erstreckt sich über eine große Länge, d. h. über die obere Arbeitskonsole 14 nach oben hinaus, um die Traverse 1 1 bis über den zuletzt gefertigten bzw. zu fertigenden Betonierabschnitt tragen zu können; Und unterhalb der Arbeitskonsole 14 nach unten hin in einer Länge, die größer ist als die Distanz eines Betonierabschnittes für den nächsten Bauwerkabschnitt. Diese Länge setzt sich zusammen aus einem Mindestabstand zwischen oberer Arbeitskonsole plus Abstand zur unteren Kletterkonsole zuzüglich einer Länge, die der vertikalen Distanz eines nächsten Bauwerksabschnittes entspricht. Dies deshalb, weil die Kletterkonsole 16 die Arbeitskonsole 14 mit ihrem Steher 22 um genau die Distanz eines Bauwerkabschnittes in einem kontinuierlichem Arbeitsschritt anheben können muss. On the upper work console 14, a post 22 is fixed in place. The post 22 extends over a long length, i. H. beyond the upper work console 14 upwards in order to be able to carry the traverse 11 up to the last concreting section to be manufactured or to be manufactured; And below the work console 14 downwards in a length that is greater than the distance of a concreting section for the next building section. This length is made up of a minimum distance between the upper work console plus the distance to the lower climbing console plus a length that corresponds to the vertical distance of a next section of the structure. This is because the climbing bracket 16 must be able to raise the working bracket 14 with its upright 22 by exactly the distance of a building section in a continuous working step.
Der Steher 22 weist über zumindest diese Länge eines Bauwerkabschnittes eine Zahnstangenkonfiguration 23 auf. Gemäß dieser Konfiguration sind einander gegenüberliegende Zahn-Zwischenräume in dem Steher eingearbeitet. Während man in der linken Darstellungsseite von Fig. 2 auf eine dieser Zahnstangen blickt, erkennt man aus der rechtseitigen Darstellung, dass dort, wo die beiden Zahnräder 20 eines Linearantriebes 18 auf der unteren Kletterkonsole 1 6 am Steher angreifen, auf beiden Seiten eine Zahnstangenausnehmung seitlich vorliegt. Sie ist im gezeigten Beispiel Teil des Stehers 22, der in einer rohrförmigen Ausführungsform gewählt ist. The post 22 has a rack configuration 23 over at least this length of a structural section. According to this configuration, opposing tooth spaces are incorporated in the post. While one looks at one of these racks in the left-hand side of FIG. 2, one can see from the right-hand illustration that where the two gears 20 of a linear drive 18 on the lower climbing bracket 1 6 engage the upright, there is a rack recess on both sides . In the example shown, it is part of the upright 22, which is selected in a tubular embodiment.
An der unteren Kletterkonsole 1 6 ist der erwähnte Linearantrieb 18 installiert, der im vorliegend gezeigten Beispiel zwei Motoren mit jeweils zwei Zahnrädern 20 umfasst. Beide Zahnräder greifen in eine jeweilige Zahnstangenkonfiguration 23 des Stehers. Damit vermag der Linearantrieb an der unteren Kletterkonsole den Steher über den im Bild gezeigten unteren Abschnitt von den Zahnrädern 20 hinweg nach oben über die verbleibende Distanz des Stehers zu seinem unteren Ende nach oben hin zu verfahren. Diese Distanz soll mindestens der Höhe eines nächsten Bauwerksabschnitts entsprechen. Dadurch, dass der Steher 22 mit der oberen Arbeitskonsole 14 fest verbunden ist, wird auch die Arbeitskonsole 14 mit nach oben verfahren, sobald der Linearantrieb 18 betätigt wird. Erreicht sodann das untere Ende des Stehers 22 den Bereich der Zahnräder 20 - wurde also der Steher 22 über die Arbeitsdistanz verfahren - so befindet sich die Arbeitskonsole 14 dann obersten Bauwerkabschnitt der Bauwerkswand 12 und kann dort verankert werden. Mit einer Verankerung sämtlicher Konsolen lässt sich dann der nächste Bauwerksabschnitt betonieren. The aforementioned linear drive 18 is installed on the lower climbing bracket 16, which in the example shown here comprises two motors, each with two gear wheels 20. Both gearwheels engage in a respective rack configuration 23 of the upright. The linear drive on the lower climbing bracket is thus able to move the post upwards over the lower section shown in the picture from the gearwheels 20 over the remaining distance of the post to its lower end. This distance should at least correspond to the height of the next section of the building. Because the upright 22 is firmly connected to the upper work console 14, the work console 14 is also moved upward as soon as the linear drive 18 is actuated. Then, when the lower end of the post 22 reaches the area of the gear wheels 20 - that is, the post 22 has been moved over the working distance - the work console 14 is then the uppermost section of the building wall 12 and can be anchored there. The next section of the building can then be concreted by anchoring all the brackets.
In einem darauffolgenden Schritt gilt es nun, die Kletterkonsole nach oben hin zur Arbeitskonsole nachzuziehen. Dies erfolgt mit einer an der bestehenden Bauwerkswand verankerten Arbeitskonsole 14. Zusätzlich ist das Schalungsgerüst über die Traverse 1 1 am obersten Bauwerksabschnitt abgestützt. Löst man nun die Kletterkonsole 1 6 aus ihrer Verankerung, so kann sich diese mittels des Linearantriebs (18) selbsttätig am Steher 22 nach oben bis zum Erreichen der Arbeitskonsole 14 verfahren. Es ergibt sich dann eine Situation, wie sie in Fig. 2 gezeigt ist: Die Arbeitskonsole 14 befindet sich zur Kletterkonsole 1 6 in minimalem Abstand. Obige Arbeitsschritte können beliebig wiederholt werden, um die Bauwerkswand 12 wunschgemäß zu fertigen. In a subsequent step, the climbing console now has to be pulled up towards the work console. This is done with a work console 14 anchored to the existing building wall. In addition, the formwork scaffold is supported on the top section of the building via the cross member 11. If the climbing bracket 1 6 is now detached from its anchoring, it can move upwards automatically on the post 22 by means of the linear drive (18) until the working console 14 is reached. A situation then arises as shown in FIG. 2: The work console 14 is located at a minimal distance from the climbing console 1 6. The above steps can be repeated as required to manufacture the building wall 12 as desired.
Fig. 3 zeigt die in Fig. 2 dargestellte Version in perspektivischer Ansicht mit einem Detail der unteren Kletterkonsole 1 6. In diesem Detail ist der Motor des Linearantriebs 18 vergrößert gezeigt, wie er mit einem Schneckenabtrieb das Zahnrad 20 bewegen kann. Letzteres greift in die Zahnstangenkonfiguration 23, wie sie dem Betrachter zugewandt ist. Spiegelsymmetrisch zu dieser Anordnung befindet sich ein zweiter Linearmotor 18 auf der gegenüberliegenden Seite des Stehers 22, der analog und synchron betrieben wird. Das Zahnrad 20 ist an der Kletterkonsole 1 6 in einer Zahnradhalterung 21 gehalten. Fig. 3 shows the version shown in Fig. 2 in perspective view with a detail of the lower climbing bracket 1 6. In this detail, the motor of the linear drive 18 is shown enlarged how it can move the gear 20 with a worm gear. The latter engages in the rack configuration 23, as it faces the viewer. A second linear motor 18, which is operated in analog and synchronous fashion, is located on the opposite side of the post 22, mirror-symmetrical to this arrangement. The gear 20 is held on the climbing console 1 6 in a gear holder 21.
Fig. 4 zeigt eine weitere Ausführungsform einer zweiten Version der Erfindung, wie sie unter obigem Gliederungspunkt ii) auf Seite 6 definiert ist. Auch hier besteht das Schalungsgerüst aus zwei symmetrisch zueinander vorliegenden Einheiten aus jeweils einer Arbeitskonsole und einer Kletterkonsole. Auch hier kann natürlich ein Schalungsgerüst von dieser Anzahl abweichen und sowohl mehrere dieser Komponenten als auch nur eine einzelne Komponente aus Arbeitskonsole, Kletterkonsole und Steher aufweisen. FIG. 4 shows a further embodiment of a second version of the invention as defined under section ii) on page 6 above. Here, too, the formwork scaffold consists of two symmetrical units, each with a work console and a climbing console. Here, too, of course, a formwork scaffold can deviate from this number and have several of these components as well as only a single component consisting of a work console, climbing console and post.
Im Folgenden wird zu dieser Ausführungsform zur Erklärung der Funktionsweise wieder auf eine einzelne Einheit Bezug genommen: In the following, reference will again be made to an individual unit for explanation of the mode of operation of this embodiment:
Auch bei dieser Version ist die ein Schalungselement (nicht gezeigt) tragende Arbeitskonsole 14 die obere Konsole. Und hieran ist auch der Linearantrieb 18 installiert. Die untere Kletterkonsole 1 6 trägt demgegenüber den Steher 22 mit Zahnstangenkonfiguration 23. Der Steher 22 wird bei dieser Version in einem Tunnelrohr 24 verfahrbar gehalten, welches Tunnelrohr 24 fest an der oberen Arbeitskonsole 14 fixiert ist - an welchem Tunnelrohr auch das Schalungselement befestigt ist. Das Tunnelrohr 24 weist an den Platzierungen der Zahnräder 20 des Linearantriebs 18 ein jeweiliges Fenster auf, durch das das jeweilige Zahnrad hindurch greifen kann. Dies ist erforderlich, damit ein jeweiliges Zahnrad des Antriebs durch besagtes Fenster mit der Zahnstangenkonfiguration 23 des Stehers 22 zusammen wirken kann. In this version too, the work console 14 carrying a formwork element (not shown) is the upper console. And the linear drive 18 is also installed here. In contrast, the lower climbing bracket 1 6 carries the post 22 with the rack configuration 23. The post 22 in this version is held so that it can move in a tunnel tube 24, which tunnel tube 24 is firmly fixed to the upper work console 14 - to which tunnel tube the formwork element is also attached. The tunnel tube 24 points to the placements of the gears 20 of the linear drive 18 has a respective window through which the respective gear can reach. This is necessary so that a respective gear wheel of the drive can interact with the rack configuration 23 of the post 22 through said window.
Ist nun das Schalungsgerüst 10 aus der in Fig. 4 gezeigten Position zur Fertigung eines nächsten Betonierschrittes kontinuierlich anzuheben, wird sich die Arbeitskonsole 14 über eine Betätigung des Linearantriebs 18 an der Zahnstangenkonfiguration 23 des Stehers abstützen und mit dem Drehen der Zahnräder 20 bei verankerter Kletterkonsole 1 6 nach oben in einem einzelnen Arbeitsschritt, d.h. kontinuierlich verfahren. Erreicht die obere Arbeitskonsole 14 ihre hierzu erforderliche finale Arbeitsposition, kann der Gießvorgang zum Betonieren nach einer Verankerung der Arbeitskonsole 14 an der Bauwerkswand 12 gestartet werden. Nachfolgend ist die Kletterkonsole 1 6 aus der Verankerung an der Bauwerkswand 12 zu lösen, wobei die Kletterkonsole 1 6 mitsamt ihrem Steher 22 durch Betätigung des Linearantriebs 18 nach oben nachgezogen werden kann. Auch dieses Nachziehen erfolgt in einem kontinuierlichen Arbeitsschritt. Hierbei wird das Schalungsgerüst zusätzlich über die Traverse 1 1 am verfestigten oberen Bauwerksabschnitt abgestützt. If the formwork frame 10 is now to be continuously raised from the position shown in FIG. 4 for the manufacture of a next concreting step, the work console 14 will be supported on the rack configuration 23 of the upright by actuating the linear drive 18 and with the turning of the gear wheels 20 with the climbing bracket 1 anchored 6 up in a single step, ie proceed continuously. When the upper work console 14 reaches the final work position required for this, the pouring process for concreting can be started after the work console 14 is anchored to the building wall 12. The climbing bracket 1 6 is subsequently to be released from the anchoring on the building wall 12, the climbing bracket 1 6 together with its upright 22 being able to be pulled upwards by actuating the linear drive 18. This tightening also takes place in a continuous work step. Here, the formwork scaffolding is additionally supported on the solidified upper section of the structure via the crossbar 11.
Gegenüber der in den Figuren 2 und 3 gezeigten Version i) muss der Steher 22 gemäß der in den Figuren 4 und 5 gezeigten Version ii) nicht derart lange ausgeführt sein. Dies liegt daran, dass sich das äußere Tunnelrohr 24 mit dem Steher 22 in dessen Länge ergänzt. So trägt die obere Arbeitskonsole 14 das Schalungselement 1 1 immer in einem beabstandeten Zustand aufgrund des Tunnelrohres 24. Diese Länge muss vom Steher 22 nicht übernommen werden - was jedoch bei der Ausführungsform von Version 1 erforderlich ist. Compared to the version i) shown in FIGS. 2 and 3, the upright 22 according to the version ii) shown in FIGS. 4 and 5 does not have to be of this length. This is because the outer tunnel tube 24 complements the length of the upright 22. Thus, the upper work console 14 always carries the formwork element 11 in a spaced-apart state due to the tunnel tube 24. This length does not have to be taken over by the upright 22 - which, however, is necessary in the version 1 embodiment.
Fig. 5 zeigt die Ausführungsform aus Fig. 4 in perspektivischer Ansicht mit einem Detail zur Arbeitskonsole 14, nämlich wiederum den Antrieb 18. In dem Detail sieht man deutlich, wie das Zahnrad 20 durch das Fenster des Tunnelrohres 24 hindurch greift, um an der Zahnstangenkonfiguration 23 des Stehers 22 anzugreifen. Details des Linearantriebs 18 sind identisch zu dem in Fig. 3 gezeigten Antrieb. FIG. 5 shows the embodiment from FIG. 4 in a perspective view with a detail on the work console 14, namely again the drive 18. In the detail, one can clearly see how the gearwheel 20 through the window of the tunnel tube 24 passes through to engage the rack configuration 23 of the post 22. Details of the linear drive 18 are identical to the drive shown in FIG. 3.
Bezugszeichen liste: Reference number list:
1 0 Schalungsgerüst 1 0 formwork scaffold
1 1 Fachwerk 1 1 truss
1 2 Bauwerkswand-Abschnitt 1 2 Building wall section
14 Arbeitskonsole 14 work console
1 6 Kletterkonsole 1 6 climbing console
18 Linearantrieb 18 linear actuator
20 Zahnrad 20 gear
21 Zahnradhalterung 21 gear holder
22 Steher 22 uprights
23 Zahnstangenkonfiguration 23 Rack configuration
24 Tunnelrohr 24 tunnel tube
Claims
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102018123405.8A DE102018123405A1 (en) | 2018-09-24 | 2018-09-24 | CLIMBING DEVICE FOR SHUTTERING SCAFFOLDING |
| DE102018123405.8 | 2018-09-24 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2020064423A1 true WO2020064423A1 (en) | 2020-04-02 |
Family
ID=68051759
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/EP2019/074821 Ceased WO2020064423A1 (en) | 2018-09-24 | 2019-09-17 | Climbing unit for a formwork scaffolding |
Country Status (2)
| Country | Link |
|---|---|
| DE (1) | DE102018123405A1 (en) |
| WO (1) | WO2020064423A1 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501562A (en) * | 2020-04-21 | 2020-08-07 | 中交一公局集团有限公司 | A formwork separation and lifting system for a cable tower operating platform |
| CN112411987A (en) * | 2020-11-09 | 2021-02-26 | 厦门安科科技有限公司 | Anti-tilt attached lifting scaffold |
| CN112411988A (en) * | 2020-11-09 | 2021-02-26 | 厦门安科科技有限公司 | Novel attached lifting scaffold |
| CN116181038A (en) * | 2022-12-27 | 2023-05-30 | 北京市建筑工程研究院有限责任公司 | A self-climbing protection platform |
| US11858359B2 (en) | 2018-05-21 | 2024-01-02 | Bae Systems Plc | Supercapacitor arrangement for enhancing electronic power performance of waterborne vehicles |
| EP4603660A1 (en) * | 2024-02-15 | 2025-08-20 | Inversiones Begrup Spa | Climbing system for supporting collective protections in the construction of high-rise buildings and method of installing said climbing system |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102016205956A1 (en) * | 2016-04-08 | 2017-10-12 | Peri Gmbh | Self-climbing system, self-climbing unit and method for implementing such a self-climbing unit on a concrete structure |
| EP3470602A1 (en) * | 2017-10-10 | 2019-04-17 | DOKA GmbH | Formwork and method for erection of a concrete structure |
| DE102020214455A1 (en) | 2020-11-17 | 2022-05-19 | Doka Gmbh | climbing frame |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE870023C (en) * | 1949-11-04 | 1953-03-09 | Franz Ing Scharsach | Formwork for the manufacture of structures |
| FR2307940A1 (en) * | 1975-04-18 | 1976-11-12 | Corre Coffrages Jean | Climbing shutter unit for high concrete walls - uses telescoping rails moved by racks and pinions and mounted on shutter panels and platforms |
| DE2759088A1 (en) * | 1977-12-30 | 1979-07-05 | Holzmann Philipp Ag | CLIMBING FORMWORK FOR CREATING A STRAIGHT OR CURVED REINFORCED CONCRETE WALL |
| DE3318023A1 (en) * | 1983-05-18 | 1984-11-22 | Baugesellschaft J.G. Müller mbH, 6330 Wetzlar | Lifting device for climbing forms, especially for tower-like or wall-like concrete structures |
| DE4302197A1 (en) | 1993-01-27 | 1994-07-28 | Peri Gmbh | Climbing device, in particular for a climbing frame |
| WO2009117986A1 (en) | 2008-03-25 | 2009-10-01 | Peri Gmbh | Track-guided self-climbing shuttering system with climbing rail extension pieces |
| DE102016205956A1 (en) | 2016-04-08 | 2017-10-12 | Peri Gmbh | Self-climbing system, self-climbing unit and method for implementing such a self-climbing unit on a concrete structure |
| CN107288337A (en) * | 2017-07-14 | 2017-10-24 | 四川华西集团有限公司 | The integral jacking steel platform jacking cylinder system be easy to assemble and safeguarded |
-
2018
- 2018-09-24 DE DE102018123405.8A patent/DE102018123405A1/en not_active Withdrawn
-
2019
- 2019-09-17 WO PCT/EP2019/074821 patent/WO2020064423A1/en not_active Ceased
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE870023C (en) * | 1949-11-04 | 1953-03-09 | Franz Ing Scharsach | Formwork for the manufacture of structures |
| FR2307940A1 (en) * | 1975-04-18 | 1976-11-12 | Corre Coffrages Jean | Climbing shutter unit for high concrete walls - uses telescoping rails moved by racks and pinions and mounted on shutter panels and platforms |
| DE2759088A1 (en) * | 1977-12-30 | 1979-07-05 | Holzmann Philipp Ag | CLIMBING FORMWORK FOR CREATING A STRAIGHT OR CURVED REINFORCED CONCRETE WALL |
| DE3318023A1 (en) * | 1983-05-18 | 1984-11-22 | Baugesellschaft J.G. Müller mbH, 6330 Wetzlar | Lifting device for climbing forms, especially for tower-like or wall-like concrete structures |
| DE4302197A1 (en) | 1993-01-27 | 1994-07-28 | Peri Gmbh | Climbing device, in particular for a climbing frame |
| WO2009117986A1 (en) | 2008-03-25 | 2009-10-01 | Peri Gmbh | Track-guided self-climbing shuttering system with climbing rail extension pieces |
| DE102016205956A1 (en) | 2016-04-08 | 2017-10-12 | Peri Gmbh | Self-climbing system, self-climbing unit and method for implementing such a self-climbing unit on a concrete structure |
| CN107288337A (en) * | 2017-07-14 | 2017-10-24 | 四川华西集团有限公司 | The integral jacking steel platform jacking cylinder system be easy to assemble and safeguarded |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11858359B2 (en) | 2018-05-21 | 2024-01-02 | Bae Systems Plc | Supercapacitor arrangement for enhancing electronic power performance of waterborne vehicles |
| CN111501562A (en) * | 2020-04-21 | 2020-08-07 | 中交一公局集团有限公司 | A formwork separation and lifting system for a cable tower operating platform |
| CN112411987A (en) * | 2020-11-09 | 2021-02-26 | 厦门安科科技有限公司 | Anti-tilt attached lifting scaffold |
| CN112411988A (en) * | 2020-11-09 | 2021-02-26 | 厦门安科科技有限公司 | Novel attached lifting scaffold |
| CN116181038A (en) * | 2022-12-27 | 2023-05-30 | 北京市建筑工程研究院有限责任公司 | A self-climbing protection platform |
| EP4603660A1 (en) * | 2024-02-15 | 2025-08-20 | Inversiones Begrup Spa | Climbing system for supporting collective protections in the construction of high-rise buildings and method of installing said climbing system |
Also Published As
| Publication number | Publication date |
|---|---|
| DE102018123405A1 (en) | 2020-03-26 |
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