EP2725166A1 - Method for creating concreting sections with the aid of a rail-guided self-climbing formwork system - Google Patents

Method for creating concreting sections with the aid of a rail-guided self-climbing formwork system Download PDF

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Publication number
EP2725166A1
EP2725166A1 EP13195281.4A EP13195281A EP2725166A1 EP 2725166 A1 EP2725166 A1 EP 2725166A1 EP 13195281 A EP13195281 A EP 13195281A EP 2725166 A1 EP2725166 A1 EP 2725166A1
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EP
European Patent Office
Prior art keywords
climbing
rails
rail
rail extension
shoes
Prior art date
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Granted
Application number
EP13195281.4A
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German (de)
French (fr)
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EP2725166B1 (en
Inventor
Artur Schwörer
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Peri GmbH
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Peri GmbH
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Publication of EP2725166A1 publication Critical patent/EP2725166A1/en
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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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B1/3505—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the in situ moulding of large parts of a structure

Definitions

  • the invention relates to a method for creating concreting sections with the aid of a rail-guided self-climbing formwork system.
  • the self-climbing formwork system used has two climbing rails guided in climbing shoes, which are integrated into a scaffolding unit.
  • the climbing shoes can be fastened to a hardened concreting section or concreting sections, wherein the climbing rails are guided, held and displaceable in the climbing shoes.
  • a building height must be achieved, which is sufficient so that the lower free ends of the climbing rails is not built with the ground on the first concreting, or a floor slab to be built below the first concreting can, collide. Therefore, it usually must first be completed two floors to use the self-climbing formwork system can.
  • the length of the climbing rails is determined by the height of the floors to be manufactured, or concreting sections, and the need for the presence of a trailing platform at higher concrete sections. The length of the climbing rails is therefore significantly greater than the height of the concrete to be created section.
  • the object of the invention is to provide a method for creating concreting sections with the aid of a rail-guided self-climbing formwork system which is accessible to a wider field of application.
  • the method according to the invention it is possible due to such an embodiment of the climbing rails to perform the climbing process with shorter climbing rails, without causing an increased safety risk.
  • the at least two parallel and spaced running climbing rails must always be kept at least in each two climbing shoes arranged, and the climbing process itself must enter the climbing rails on attached to them climbing rail extension pieces in another third climbing shoe pairs and held there before dismantling the first of three superimposed pairs of climbing shoes, for example, to reinsert them as fourth climbing shoes over the third climbing shoes.
  • the respective climbing rail must have a minimum length, which is significantly larger than a floor height to be concreted.
  • inventive method can be used with the shortened climbing rail or the climbing rail pair already after the completion of a first projectile or a first concreting section.
  • climbing rail extension pieces are releasably and / or pivotally attached, which have a shorter length than the climbing rails.
  • the self-climbing formwork system according to the invention can be used already after completion of a first concreting section.
  • the climbing rail extension pieces are advantageously first pivoted to the lower free ends of the climbing rails.
  • the climbing rails are chosen so short that they have a length substantially equal to the height of the concreting section.
  • the lower free ends of the climbing rails then do not collide with the ground on which the first concreting section is erected or a floor slab which may be erected below the first concreting section. If a sufficient storey height is reached, the climbing rail extension pieces are releasably and / or pivotally attached to the lower free ends of the climbing rails, so that e.g. a caster can be provided thereto.
  • two climbing rail extension pieces can be rigidly connected to the free upper ends of the climbing rails after completion of the second concreting, so that the climbing rails can be inserted in a climbing process in climbing shoes, ie in second lower and second upper climbing shoes, the last created and cured (upper) concreting section were attached.
  • the upper climbing rail extension pieces have a shorter length than the climbing rails. At the same time but then the climbing rail or the climbing rails are still held in two underlying climbing shoes, so that the climbing process can be done even with great security requirements.
  • the climbing rails essentially have a length which corresponds to the height of a concreting section to be created, or is shorter than the height of a concreting section to be created.
  • the climbing rail extension pieces are shorter than the height of a concreting section to be created. On the one hand this achieves a desired handiness and on the other hand it is ensured over the length of the climbing rail extension pieces that with each climbing operation the climbing rail thus extended reaches the next climbing shoe safely and can be held there.
  • the length of the climbing rail extension pieces is preferably longer than or equal to half the distance of two climbing shoes arranged directly above one another.
  • the climbing rail extension pieces are connected via locking pins to the free ends of the climbing rails, a rigid connection between the free climbing rail ends and the climbing rail extension pieces can be achieved with simple structural means getting produced. At the same time, such a connection can be quickly and easily solved again, because after each completed climbing the climbing rails extension pieces must be removed from the climbing rails again, so that the outer formwork and / or the inner formwork can be brought into a position in which the newly created Concrete section to be produced.
  • each climbing rail extension piece are connected via two Absteckbolzen with a free end of a climbing rail.
  • an articulated connection can be made, as far as only one Absteckbolzen is used and two Absteckbolzen used to connect a climbing rail with a climbing rail extension piece spaced from each other, then arises between the climbing rail and the climbing rail extension piece a rigid connection.
  • a simplified structure of the rail-guided self-climbing formwork system according to the invention is then ensured when the climbing rails as well as the climbing rail extension pieces are constructed of two rails, which are held together by support bolts and possibly spacers, connecting bolts spaced from each other.
  • This has the advantage that it is possible to simply connect climbing rail extension pieces in or on climbing rails constructed in this way, and at the same time the arrangement provided for in the climbing rail can be continued without gaps in a climbing rail extension piece from a succession of supporting bolts.
  • the rail-guided self-climbing formwork system has a scaffolding unit, on which a working platform and a trailing platform are formed.
  • the climbing rails are integrated into the scaffolding unit.
  • the scaffold unit has only one working platform and one trailing platform.
  • an intermediate stage as in the prior art, can be dispensed with in the inventive design of the self-climbing formwork system. This considerably simplifies the entire rail-guided system.
  • a movable outer or inner formwork is provided on the platform so that one hand on the working platform climbing shoes on a hardened concreting easily attach or dismantle and on the other hand, the outer or inner formwork can be moved on the platform in a position in the another concreting section can be made.
  • Climbing cylinders can be placed on the climbing shoes, so that with the help of these climbing cylinders, the entire scaffolding unit can be pushed upwards on created concreting sections and, if necessary, even downwards. If a climbing process is completed, the climbing cylinder can be removed from the climbing shoes and placed on climbing shoes at a higher or lower position again.
  • the attached climbing cylinders engage in each case via a pawl, which is formed at the free end of a climbing cylinder, in supporting bolts of the climbing rails or the climbing rail extension pieces. If the climbing cylinders are extended, the climbing rails are moved along with the climbing rail extension pieces together with the entire scaffolding unit.
  • the invention are in a preferred embodiment of the invention at lower free ends of the climbing rail extension pieces, which are connected at other opposite ends hinged to the lower free ends of the climbing rails, parts of a trailing platform intended.
  • This has the advantage that a trailing platform can also be attached to the scaffolding unit on the first concreting section. If the climbing process initiated on the first concreting, then the caster is still on the ground on which the first concreting was created on and with continuous climbing process, the climbing rail extension pieces pivot with the parts attached to the caster to the first concrete concreted and the trailing platform is self-adjusting.
  • Fig. 1 shows with 10 a rail-guided self-climbing formwork system, which has a platform 12 in a scaffolding unit, on which an outer formwork 13 is placed.
  • the outer formwork 13 is movable on the platform 12 in the direction of arrows 14.
  • a trailing platform 16 is integrated, which like the working platform 12 at a climbing rail 18 is attached.
  • From the rail-guided self-climbing formwork system 10 only a side view is shown in the figure, which conceals another climbing rail 18 which runs parallel to the climbing rail 18 shown and spaced from the climbing rail 18.
  • the scaffold unit is held together via climbing rails 18 (prior art).
  • a first climbing rail extension piece 20 is placed at the upper free end and at the lower free end of the climbing rail 18, a second climbing rail extension piece 22 is attached.
  • the climbing rail 18 is guided in climbing shoes 24, 26 and slidably held.
  • a climbing cylinder 28 is placed, which has at its free end a pawl 30 which engages under a support pin 32 of the first climbing rail extension piece 20.
  • Carrying bolts 32 are formed along the first climbing rail extension piece 20 and along the second climbing rail extension piece 22 and along the climbing rail 18 at provided intervals.
  • the climbing shoes 24, 26 also have pawls in a known manner, which engage under the support bolts 32 and can hold the climbing rails 18 or the climbing rail extension pieces 20 in position.
  • the entire rail-guided self-climbing formwork system is held over the pawls in the climbing shoes 24, 26, on which corresponding support bolts 32 of the climbing rail 18 or the climbing rail extension piece 20 rest.
  • Climbing shoes 34, 36 are attached via anchor points 38 to a concreting section.
  • a first concreting section 40, a second concreting section 42 and a third concreting section 44 are shown.
  • the concreting sections 40, 42, 44 are cured and can withstand the load of a rail-guided self-climbing formwork system 10 wear.
  • anchor points 38 are provided, via which climbing shoes for the rail-guided self-climbing formwork system 10 can be fastened.
  • ceiling sections 45, 46, 47 are also indicated, which limit the respective concreting sections on one side. It goes without saying that, in order to produce a concreting section 40, 42, 44, an inner formwork corresponding to the outer formwork 13 shown in the FIG.
  • the ceiling sections 45, 46, 47 are made with known ceiling formwork systems not shown in the figure.
  • FIG. 2 shows in side view in enlarged scale sections of the second concreting section 42 and the third concreting section 44 of FIG. 1 ,
  • the ceiling section 46 is indicated.
  • Climbing shoes 26 and 34 are fastened in the anchor points 38 of the second and third concreting sections 42, 44.
  • On the climbing shoe 26 a climbing cylinder 28 is placed in a known manner, which engages with the pawl 30 a support pin 32 of the first climbing rail extension piece 20.
  • support bolts 32 are provided, all of which can be attacked by pawls in the climbing shoes 26 and 38.
  • the first climbing rail extension piece 20 is inserted via a connecting piece 48 in the free end of the climbing rail 18 and about Absteckbolzen 50, the first climbing rail extension piece 20 is rigidly connected to the climbing rail 18.
  • the climbing rail 18 also carries the working platform 12, on which the outer formwork 13 is movably mounted.
  • FIG. 3 shows in a spatial representation of the climbing rail 18 and a first climbing rail extension piece 20, as shown in rail-guided self-climbing formwork system 10 are used.
  • the climbing rail 18 is composed of two U-profiles.
  • Carrying bolts 32 hold the U-profiles together on one side.
  • the length of the support pin 32 also determines the spacing of the two U-profiles from each other. Over the entire length of the climbing rail 18, the support bolts 32 are screwed at predetermined intervals with the U-profiles.
  • the first concreting section 40 was made with a known wall formwork, and after the first concreting section 40 has hardened, the climbing shoes 24 and 26 are mounted on the first concreting section 40. Subsequently, the climbing rail 18 is inserted into the climbing shoes 24 and 26. The climbing shoes 24, 26 hold the climbing rail 18 and the scaffolding unit connected thereto, which holds an inner formwork 13 'movably on a working platform 12. With this inner formwork 13 ', the concreting section 42 was concreted and after hardened concreting section 42, the inner formwork 13' was moved to the position shown and the climbing shoes 34, 36 were mounted. Also, the first climbing rail extension piece 20 was placed on the climbing rail 18 and rigidly connected to the climbing rail 18. On the climbing shoe 26, a climbing cylinder 28 was placed, which engages in the retracted state with its pawl a support pin of the first climbing rail extension piece 20.
  • the climbing process started with the rail-guided self-climbing formwork system (display section b)) and the climbing cylinder 28 extended, then the free end of the first climbing rail extension piece 20 after several cylinder strokes in the climbing shoe 34 until the latch of the climbing shoe 34 a support pin of the first climbing rail extension piece 20 can engage and hold.
  • the climbing shoe 24, 26 hold the entire framework during a climbing process, while the climbing cylinder 28 is retracted for a new climbing shoe.
  • Self-climbing formwork system alone can be safely picked up by pawls of climbing shoe pairs 24 or 26 or 34.
  • a secure guidance of the climbing rails 18 always takes place via two climbing shoe pairs, which lie one above the other in the vertical direction.
  • the climbing cylinder 28 can then be retracted and so re-positioned so that the pawl of the climbing cylinder 28 can again engage under a support bolt of the first climbing rail extension piece 20 or the climbing rail 18. If the climbing cylinder 28 is then extended again, the entire rail-guided self-climbing formwork system climbs further upwards.
  • the climbing rail extension piece 20' is rigidly connected to the climbing rail 18 by, for example, over Absteckbolzen the climbing rail 18 is attached.
  • the rail-guided self-climbing formwork system is held in the climbing shoes 26 and 34 via the climbing rail 18 and the ends of the climbing rail extension pieces 20, 20 'are still in the climbing shoes 24 and 36th
  • the climbing process is further advanced and the rail-guided self-climbing formwork system is in a position in which a third concreting section can be created.
  • the climbing rail 18 is held over the climbing shoes 34 and 36 by 36 latches of climbing shoes 34, 36 support bolts of the climbing rail 18 engage under.
  • the first climbing rail extension piece 20 can now be removed from the climbing rail 18 and also the climbing rail extension piece 20 'is the Guidance or to secure the rail-guided
  • the climbing cylinder 28 can be removed from the climbing shoe 26.
  • the climbing shoe 26 is also unscrewed from the first concreting section 40.
  • the inner formwork 13 ' is now shown moved up to the concreting section 42, so that a third concreting section can be created above the second concreting section 42.
  • a ceiling section 45 by means of a slab formwork 53 and ceiling supports 54 inserted therein. It is understood that for those in the FIG. 6 shown climbing sequence at the same time also a rail-guided self-climbing formwork system for the outer formwork is used. This is not shown for clarity.
  • FIG. 7 shows a climbing sequence in side view in four sequences a) to d), as it is performed with a working platform 12 and an outer formwork.
  • This in FIG. 7 shown rail-guided self-climbing formwork system can be used to create the concreting sections, as shown in FIG. 6 are shown, are used as outer formwork.
  • the rail-guided self-climbing formwork system is fastened via the climbing shoes 24 and 26 to the hardened first concreting section 40.
  • the outer formwork 13 and the second concreting section 42 has been made.
  • the outer formwork 13 already moved away from the hardened second concreting section 42 and the climbing shoes 34 and 36 are already mounted on the hardened second concreting section.
  • the first climbing rail extension piece 20 was rigid with the upper free end of Climbing rail 18 connected and at the lower free end of the climbing rail 18, a second climbing rail extension piece 22 is still hinged to the climbing rail 18 hinged.
  • the second climbing rail extension piece 22 carries parts of a trailing platform.
  • the entire rail-guided self-climbing formwork system shifts up along the concreting sections 40, 42 and the trailing platform automatically adjusts itself according to gravity. All work in the area of the rail-guided self-climbing formwork system can be carried out via the work platform 12 and the trailing platform 16.
  • the rail-guided self-climbing formwork system is now moved further upwards until the outer formwork 13 can be brought into a position for a third concreting section.
  • the first climbing rail extension piece 20 can be removed and on the trailing platform 16, if necessary, the climbing shoe 24 and the climbing shoe 26 are reduced, if it is divisible climbing shoes.
  • a rail-guided self-climbing formwork system 10 in the construction sector climbing rails 18 are guided in climbing shoes 24, 26, 34, 36, wherein the climbing rails are integrated into a scaffold unit.
  • the scaffolding unit also includes a working platform 12 and a trailing platform 16, which are also attached to the climbing rails 18.
  • climbing rail extension pieces 20, 22 can be placed and fixed there rigid.
  • the climbing rail extension pieces 20, 22 have a shorter length than the climbing rails 18.

Abstract

During building work, climbing rails (18) are guided in climbing wedges (24,26,34,36) and integrated into a frame unit, which also includes an operating platform (12) and a final-leg platform (16). Both these are also fastened to the climbing rails. Climbing rail extension pieces (20,22) are provided, which are have a shorter length than the climbing rails.

Description

Die Erfindung betrifft ein Verfahren zum Erstellen von Betonierabschnitten mit Hilfe eines schienengeführten Selbstkletterschalungssystems.The invention relates to a method for creating concreting sections with the aid of a rail-guided self-climbing formwork system.

Das eingesetzte Selbstkletterschalungssystem weist zwei in Kletterschuhen geführte Kletterschienen auf, die in eine Gerüsteinheit integriert sind. Die Kletterschuhe sind an einem ausgehärteten Betonierabschnitt bzw. Betonierabschnitten befestigbar, wobei die Kletterschienen in den Kletterschuhen geführt, gehalten und verschiebbar sind.The self-climbing formwork system used has two climbing rails guided in climbing shoes, which are integrated into a scaffolding unit. The climbing shoes can be fastened to a hardened concreting section or concreting sections, wherein the climbing rails are guided, held and displaceable in the climbing shoes.

Derartige Selbstkletterschalungssysteme sind durch die internationalen Patentanmeldungen WO 2007/000139 A1 , WO 2007/000136 A1 , WO 2007/000134 A1 und WO 2007/000137 A1 bekannt geworden.Such self climbing formwork systems are covered by international patent applications WO 2007/000139 A1 . WO 2007/000136 A1 . WO 2007/000134 A1 and WO 2007/000137 A1 known.

Bei den bekannten schienengeführten Selbstkletterschalungssystemen müssen mindestens zwei Geschoss- oder Betonierabschnitte mit bekannten Schalungssystemen hergestellt werden, bevor die bekannte Selbstkletterschalung eingesetzt werden kann. Dies ist deshalb notwendig, weil die verwendeten Kletterschienen in Kletterschuhen geführt, gehalten und verfahren werden, die an unterschiedlichen Betonierabschnitten befestigt sind. Für die Umsetzung der Kletterschuhe von einem Betonierabschnitt zu einem anderen Betonierabschnitt benötigt man zusätzlich eine großflächige Gerüsteinheit, damit man die einzelnen für einen Klettervorgang notwendigen Arbeiten ohne Kraneinsatz durchführen kann.In the known rail-guided self-climbing formwork systems, at least two projectile or concreting sections must be produced with known formwork systems before the known self-climbing formwork can be used. This is necessary because the climbing rails used are guided, held and moved in climbing shoes, which are attached to different concreting sections. For the implementation of the climbing shoes of a concreting section to another concreting section you also need a large scaffolding unit, so you can perform the necessary for a climbing operation without crane use.

Wie z.B. aus der WO 2007/000139 A1 bekannt, muss beim Einsatz eines Selbstkletterschalungssystem aufgrund der Länge der Kletterschienen zunächst eine Gebäudehöhe erreicht werden, die ausreicht, damit die unteren freien Enden der Kletterschienen nicht mit dem Boden auf dem der erste Betonierabschnitt errichtet wird, oder einer Geschoßdecke die unterhalb des ersten Betonierabschnitts errichtet sein kann, kollidieren. Es müssen daher üblicherweise zunächst zwei Geschoße fertiggestellt werden, um das Selbstkletterschalungssystem einsetzen zu können. Die Länge der Kletterschienen wird dabei durch die Höhe der zu fertigenden Geschoße, bzw. Betonierabschnitte, und die Notwendigkeit des Vorhandenseins einer Nachlaufbühne bei höher liegenden Betonierabschnitten bestimmt. Die Länge der Kletterschienen ist also wesentlich größer als die Höhe des zu erstellenden Betonierabschnitts.Such as from the WO 2007/000139 A1 Known, when using a self-climbing formwork system due to the length of the climbing rails first a building height must be achieved, which is sufficient so that the lower free ends of the climbing rails is not built with the ground on the first concreting, or a floor slab to be built below the first concreting can, collide. Therefore, it usually must first be completed two floors to use the self-climbing formwork system can. The length of the climbing rails is determined by the height of the floors to be manufactured, or concreting sections, and the need for the presence of a trailing platform at higher concrete sections. The length of the climbing rails is therefore significantly greater than the height of the concrete to be created section.

Aufgabe der Erfindung ist es, ein Verfahren zum Erstellen von Betonierabschnitten mit Hilfe eines schienengeführten Selbstkletterschalungssystems anzugeben, das einem erweiterten Einsatzbereich zugänglich ist.The object of the invention is to provide a method for creating concreting sections with the aid of a rail-guided self-climbing formwork system which is accessible to a wider field of application.

Diese Aufgabe wird erfindungsgemäß durch ein Verfahren mit den in Patentanspruch 1 angegebenen Merkmalen gelöst. Die abhängigen Patentansprüche stellen bevorzugte Ausführungsformen des erfindungsgemäßen Verfahrens dar.This object is achieved by a method having the features specified in claim 1. The dependent claims represent preferred embodiments of the method according to the invention.

Mit dem erfindungsgemäßen Verfahren ist es aufgrund einer derartigen Ausgestaltung der Kletterschienenmöglich, den Klettervorgang mit kürzeren Kletterschienen durchzuführen, ohne dass damit ein erhöhtes Sicherheitsrisiko entsteht. Für einen sicheren Selbstklettervorgang müssen die mindestens zwei parallel und voneinander beabstandet verlaufenden Kletterschienen immer mindestens jeweils in zwei übereinander angeordneten Kletterschuhen gehalten sein, und beim Klettervorgang selbst müssen die Kletterschienen über an ihnen angebrachten Kletterschienen-Verlängerungsstücke in weitere dritte Kletterschuh-Paare einfahren und dort gehalten werden, bevor man die ersten von drei übereinander angeordneten Kletterschuh-Paare abbaut, um diese beispielsweise erneut als vierte Kletterschuhe über den dritten Kletterschuhen einzusetzen. Für diesen Klettervorgang muss die jeweilige Kletterschiene eine Mindestlänge aufweisen, die deutlich größer als eine zu betonierende Geschosshöhe ist. Mit dem Einsatz von Kletterschienen-Verlängerungsstücken kann man die eigentlichen Kletterschienen so stark verkürzen, dass sie einen zu erstellenden Betonierabschnitt in ihrer Gesamtlänge nicht mehr überragen, d.h. dass die Kletterschienen im Wesentlichen eine Länge aufweisen, die der Höhe des ausgehärteten Betonierabschnitts entspricht, an dem die Kletterschienen über Kletterschuhe befestigt sind.With the method according to the invention, it is possible due to such an embodiment of the climbing rails to perform the climbing process with shorter climbing rails, without causing an increased safety risk. For a secure self climbing operation, the at least two parallel and spaced running climbing rails must always be kept at least in each two climbing shoes arranged, and the climbing process itself must enter the climbing rails on attached to them climbing rail extension pieces in another third climbing shoe pairs and held there before dismantling the first of three superimposed pairs of climbing shoes, for example, to reinsert them as fourth climbing shoes over the third climbing shoes. For this climbing process, the respective climbing rail must have a minimum length, which is significantly larger than a floor height to be concreted. With the use of climbing rail extension pieces you can shorten the actual climbing rails so much that they no longer project beyond a concreting section to be created in their total length, ie that the climbing rails have a length substantially equal to the height of the cured concreting section on which the Climbing rails are attached via climbing shoes.

Dies bedeutet, dass das erfindungsgemäße Verfahren mit der verkürzten Kletterschiene bzw. dem Kletterschienen-Paar schon nach der Fertigstellung eines ersten Geschosses oder eines ersten Betonierabschnitts eingesetzt werden kann.This means that the inventive method can be used with the shortened climbing rail or the climbing rail pair already after the completion of a first projectile or a first concreting section.

Erfindungsgemäß werden zumindest an den unteren freien Enden der Kletterschienen Kletterschienen-Verlängerungsstücke lösbar und/oder verschwenkbar befestigt, die eine kürzere Länge als die Kletterschienen aufweisen.According to the invention, at least at the lower free ends of the climbing rails climbing rail extension pieces are releasably and / or pivotally attached, which have a shorter length than the climbing rails.

Das erfindungsgemäße Selbstkletterschalungssystem kann bereits nach Fertigstellung eines ersten Betonierabschnitts eingesetzt werden.The self-climbing formwork system according to the invention can be used already after completion of a first concreting section.

Dazu sind die Kletterschienen-Verlängerungsstücke vorteilhaft zunächst an den unteren freien Enden der Kletterschienen verschwenkt befestigt. Die Kletterschienen sind so kurz gewählt, dass sie im Wesentlichen eine Länge aufweisen, die der Höhe des Betonierabschnitts entspricht. Die unteren freien Enden der Kletterschienen kollidieren dann nicht mit dem Boden auf dem der erste Betonierabschnitt errichtet wird oder einer Geschoßdecke, die unterhalb des ersten Betonierabschnitts errichtet sein kann. Ist eine ausreichende Geschoßhöhe erreicht, dann werden die Kletterschienen-Verlängerungsstücke lösbar und/oder verschwenkbar an den unteren freien Enden der Kletterschienen befestigt, so dass z.B. eine Nachlaufbühne daran vorgesehen werden kann.For this purpose, the climbing rail extension pieces are advantageously first pivoted to the lower free ends of the climbing rails. The climbing rails are chosen so short that they have a length substantially equal to the height of the concreting section. The lower free ends of the climbing rails then do not collide with the ground on which the first concreting section is erected or a floor slab which may be erected below the first concreting section. If a sufficient storey height is reached, the climbing rail extension pieces are releasably and / or pivotally attached to the lower free ends of the climbing rails, so that e.g. a caster can be provided thereto.

Für einen weiteren Klettervorgang können nach Fertigstellung des zweiten Betonierabschnitts zwei Kletterschienen-Verlängerungsstücke mit den freien oberen Enden der Kletterschienen biegesteif verbunden werden, damit die Kletterschienen bei einem Klettervorgang in Kletterschuhe, d.h. in zweite untere und zweite obere Kletterschuhen, eingeschoben werden können, die am zuletzt erstellten und ausgehärteten (oberen) Betonierabschnitt angebracht wurden. Die oberen Kletterschienen-Verlängerungsstücke weisen eine kürzere Länge auf, als die Kletterschienen. Gleichzeitig wird aber dann auch die Kletterschiene bzw. die Kletterschienen noch in zwei darunter liegenden Kletterschuhen gehalten, so dass der Klettervorgang selbst mit großen Sicherheitsvorgaben erfolgen kann.For a further climbing operation, two climbing rail extension pieces can be rigidly connected to the free upper ends of the climbing rails after completion of the second concreting, so that the climbing rails can be inserted in a climbing process in climbing shoes, ie in second lower and second upper climbing shoes, the last created and cured (upper) concreting section were attached. The upper climbing rail extension pieces have a shorter length than the climbing rails. At the same time but then the climbing rail or the climbing rails are still held in two underlying climbing shoes, so that the climbing process can be done even with great security requirements.

Für einen neuen Betoniervorgang werden Kletterschienen-Verlängerungsstücke dann vom oberen Ende der Kletterschienen wieder abgenommen, wenn die Kletterschienen jeweils in zwei übereinander befestigten Kletterschuh-Paaren geführt gehalten sind. Somit kann mit diesen Maßnahmen ein schienengeführtes Selbstkletterschalungssystem eingesetzt werden, das bei einem Betoniervorgang mit seinen Kletterschienen einen Betonierabschnitt oder ein erstelltes Geschoss nicht mehr überragt. Dabei weisen die Kletterschienen im Wesentlichen eine Länge auf, die der Höhe eines zu erstellenden Betonierabschnitts entspricht, bzw. kürzer als die Höhe eines zu erstellenden Betonierabschnitts ist.For a new concreting climbing rail extension pieces are then removed from the upper end of the climbing rails again when the climbing rails are held out in each case in two climbing shoe pairs fastened one above the other. Thus, with these measures, a rail-guided self-climbing formwork system can be used, which no longer dominates a concreting or a projectile projectile in a concreting with his climbing rails. In this case, the climbing rails essentially have a length which corresponds to the height of a concreting section to be created, or is shorter than the height of a concreting section to be created.

Nach der Erfindung sind die Kletterschienen-Verlängerungsstücke kürzer als die Höhe eines zu erstellenden Betonierabschnitts. Damit erreicht man einerseits eine gewünschte Handlichkeit und andererseits ist über die Länge der Kletterschienen-Verlängerungsstücke sichergestellt, dass bei jedem Klettervorgang die derart verlängerte Kletterschiene den nächsten Kletterschuh sicher erreicht und dort gehalten werden kann. Bevorzugt ist in diesem Zusammenhang die Länge der Kletterschienen-Verlängerungsstücke länger oder gleich dem halben Abstand von zwei unmittelbar übereinander angeordneten Kletterschuhen.According to the invention, the climbing rail extension pieces are shorter than the height of a concreting section to be created. On the one hand this achieves a desired handiness and on the other hand it is ensured over the length of the climbing rail extension pieces that with each climbing operation the climbing rail thus extended reaches the next climbing shoe safely and can be held there. In this context, the length of the climbing rail extension pieces is preferably longer than or equal to half the distance of two climbing shoes arranged directly above one another.

Sind die Kletterschienen-Verlängerungsstücke über Absteckbolzen mit den freien Enden der Kletterschienen verbunden, so kann mit einfachen konstruktiven Mitteln eine biegesteife Verbindung zwischen den freien Kletterschienenenden und den Kletterschienen-Verlängerungsstücken hergestellt werden. Gleichzeitig kann eine derartige Verbindung schnell und einfach wieder gelöst werden, weil nach jedem abgeschlossenen Klettervorgang die Kletterschienen-Verlängerungsstücke von den Kletterschienen wieder abgenommen werden müssen, damit die Außenschalung und/oder die Innenschalung in eine Position gebracht werden kann, in der der neu zu erstellende Betonierabschnitt hergestellt werden soll.If the climbing rail extension pieces are connected via locking pins to the free ends of the climbing rails, a rigid connection between the free climbing rail ends and the climbing rail extension pieces can be achieved with simple structural means getting produced. At the same time, such a connection can be quickly and easily solved again, because after each completed climbing the climbing rails extension pieces must be removed from the climbing rails again, so that the outer formwork and / or the inner formwork can be brought into a position in which the newly created Concrete section to be produced.

Vorteilhaft ist es, wenn jedes Kletterschienen-Verlängerungsstück über zwei Absteckbolzen mit einem freien Ende einer Kletterschiene verbunden werden. Mit dieser Maßnahme kann einerseits eine gelenkige Verbindung hergestellt werden, soweit nur ein Absteckbolzen eingesetzt wird und werden zwei Absteckbolzen zur Verbindung einer Kletterschiene mit einem Kletterschienen-Verlängerungsstück beabstandet voneinander eingesetzt, so entsteht zwischen der Kletterschiene und dem Kletterschienen-Verlängerungsstück eine biegesteife Verbindung.It is advantageous if each climbing rail extension piece are connected via two Absteckbolzen with a free end of a climbing rail. With this measure, on the one hand, an articulated connection can be made, as far as only one Absteckbolzen is used and two Absteckbolzen used to connect a climbing rail with a climbing rail extension piece spaced from each other, then arises between the climbing rail and the climbing rail extension piece a rigid connection.

Ein vereinfachter Aufbau des erfindungsgemäßen schienengeführten Selbstkletterschalungssystems ist dann gewährleistet, wenn die Kletterschienen wie auch die Kletterschienen-Verlängerungsstücke aus zwei Profilschienen aufgebaut sind, die über Tragbolzen und gegebenenfalls über Abstandshalter, Verbindungsbolzen voneinander beabstandet zusammengehalten sind. Dies hat den Vorteil, dass man in bzw. an derartig aufgebaute Kletterschienen einfach Kletterschienen-Verlängerungsstücke ankoppeln kann und gleichzeitig lässt sich die in der Kletterschiene vorgesehene Anordnung von einer Abfolge von Tragbolzen in einem Kletterschienen-Verlängerungsstück lückenfrei fortführen.A simplified structure of the rail-guided self-climbing formwork system according to the invention is then ensured when the climbing rails as well as the climbing rail extension pieces are constructed of two rails, which are held together by support bolts and possibly spacers, connecting bolts spaced from each other. This has the advantage that it is possible to simply connect climbing rail extension pieces in or on climbing rails constructed in this way, and at the same time the arrangement provided for in the climbing rail can be continued without gaps in a climbing rail extension piece from a succession of supporting bolts.

Das schienengeführte Selbstkletterschalungssystem weist eine Gerüsteinheit auf, an der eine Arbeitsbühne und eine Nachlaufbühne ausgebildet ist. Die Kletterschienen sind in die Gerüsteinheit integriert. Im Zusammenhang mit den erfindungsgemäß verkürzten Kletterschienen ist es ausreichend, dass die Gerüsteinheit ausschließlich eine Arbeitsbühne und eine Nachlaufbühne aufweist. Auf eine Zwischenbühne, wie im Stand der Technik, kann bei der erfindungsgemäßen Ausgestaltung des Selbstkletterschalungssystems verzichtet werden. Damit wird das gesamte schienengeführte System erheblich vereinfacht.The rail-guided self-climbing formwork system has a scaffolding unit, on which a working platform and a trailing platform are formed. The climbing rails are integrated into the scaffolding unit. In connection with the shortened according to the invention climbing rails it is sufficient that the scaffold unit has only one working platform and one trailing platform. In an intermediate stage, as in the prior art, can be dispensed with in the inventive design of the self-climbing formwork system. This considerably simplifies the entire rail-guided system.

Auf der Arbeitsbühne ist vorteilhafter Weise eine verfahrbare Außen- oder Innenschalung vorgesehen. Diese Außen- oder Innenschalung kann bei Bedarf auf der Arbeitsbühne so verfahren werden, dass man einerseits auf der Arbeitsbühne Kletterschuhe an einem ausgehärteten Betonierabschnitt einfachst befestigen oder abmontieren kann und andererseits kann die Außen- oder Innenschalung auf der Arbeitsbühne in eine Position verfahren werden, in der ein weiterer Betonierabschnitt hergestellt werden kann.On the platform advantageously a movable outer or inner formwork is provided. This external or internal formwork can be moved as needed on the platform so that one hand on the working platform climbing shoes on a hardened concreting easily attach or dismantle and on the other hand, the outer or inner formwork can be moved on the platform in a position in the another concreting section can be made.

Auf die Kletterschuhe sind Kletterzylinder aufsetzbar, so dass mit Hilfe dieser Kletterzylinder die gesamte Gerüsteinheit an erstellten Betonierabschnitten nach oben und bei Bedarf sogar nach unten geschoben werden kann. Ist ein Klettervorgang abgeschlossen, so können die Kletterzylinder von den Kletterschuhen abgenommen werden und auf einer höheren oder niedrigeren Position erneut auf Kletterschuhen aufgesetzt werden. Die aufgesetzten Kletterzylinder greifen jeweils über eine Klinke, die am freien Ende eines Kletterzylinders ausgebildet ist, in Tragbolzen der Kletterschienen bzw. der Kletterschienen-Verlängerungsstücke. Werden die Kletterzylinder ausgefahren, so werden die Kletterschienen mit den Kletterschienen-Verlängerungsstücken zusammen mit der gesamten Gerüsteinheit verfahren.Climbing cylinders can be placed on the climbing shoes, so that with the help of these climbing cylinders, the entire scaffolding unit can be pushed upwards on created concreting sections and, if necessary, even downwards. If a climbing process is completed, the climbing cylinder can be removed from the climbing shoes and placed on climbing shoes at a higher or lower position again. The attached climbing cylinders engage in each case via a pawl, which is formed at the free end of a climbing cylinder, in supporting bolts of the climbing rails or the climbing rail extension pieces. If the climbing cylinders are extended, the climbing rails are moved along with the climbing rail extension pieces together with the entire scaffolding unit.

Erfindungsgemäß sind in einer bevorzugten Ausgestaltung der Erfindung an unteren freien Enden der Kletterschienen-Verlängerungsstücke, die mit anderen gegenüberliegenden Enden gelenkig mit den unteren freien Enden der Kletterschienen verbunden sind, Teile einer Nachlaufbühne vorgesehen. Dies hat den Vorteil, dass eine Nachlaufbühne auch schon am ersten Betonierabschnitt an die Gerüsteinheit angebaut werden kann. Wird der Klettervorgang am ersten Betonierabschnitt eingeleitet, so liegt die Nachlaufbühne noch auf dem Untergrund, auf dem auch der erste Betonierabschnitt erstellt wurde, auf und mit fortlaufendem Klettervorgang verschwenken sich die Kletterschienen-Verlängerungsstücke mit den daran befestigten Teilen der Nachlaufbühne an den erstellten ersten Betonierabschnitt und die Nachlaufbühne richtet sich von selbst auf.According to the invention are in a preferred embodiment of the invention at lower free ends of the climbing rail extension pieces, which are connected at other opposite ends hinged to the lower free ends of the climbing rails, parts of a trailing platform intended. This has the advantage that a trailing platform can also be attached to the scaffolding unit on the first concreting section. If the climbing process initiated on the first concreting, then the caster is still on the ground on which the first concreting was created on and with continuous climbing process, the climbing rail extension pieces pivot with the parts attached to the caster to the first concrete concreted and the trailing platform is self-adjusting.

Weitere Vorteile ergeben sich aus der Beschreibung der beigefügten Zeichnung. Ebenso können die vorstehend genannten und die noch weiter aufgeführten Merkmale erfindungsgemäß jeweils einzeln oder in beliebigen Kombinationen miteinander verwendet werden. Die erwähnten Ausführungsformen sind nicht als abschließende Aufzählung zu verstehen, sondern haben vielmehr beispielhaften Charakter.Further advantages will become apparent from the description of the accompanying drawings. Likewise, the features mentioned above and those listed further in accordance with the invention can each be used individually or in any desired combinations with one another. The mentioned embodiments are not to be understood as an exhaustive list, but rather have exemplary character.

Die Erfindung ist in der Zeichnung dargestellt und wird anhand von Ausführungsbeispielen in der Zeichnung näher erläutert.The invention is illustrated in the drawing and will be explained in more detail with reference to embodiments in the drawing.

Es zeigt:

Fig. 1
eine Seitenansicht eines schienengeführten Selbstkletterschalungssystems, das auf einer Arbeitsbühne eine Außenschalung trägt, die entlang von Betonierabschnitten mit der Hilfe des schienengeführten Selbstkletterschalungssystems verschoben werden kann;
Fig. 2 der Fig. 1;
zeigt eine vergrößerte Seitenansicht von Teilen aus
Fig. 3
eine Kletterschiene und ein Kletterschienen-Verlängerungsstück in räumlicher Darstellung, wie sie zusammensetzbar sind;
Fig. 4
ein erfindungsgemäßes Kletterschienen-Verlängerungsstück in räumlicher Darstellung;
Fig. 5
ein erfindungsgemäßes Kletterschienen-Verlängerungsstück in einer Vorderansicht;
Fig. 6
eine Abfolge von Klettervorgängen unterteilt in Kletterabfolgen a) bis e) mit einem erfindungsgemäßen schienengeführten Selbstkletterschalungssystem, das auf einer Arbeitsbühne eine Innenschalung trägt; und
Fig. 7
eine Abfolge von Klettervorgängen mit einem erfindungsgemäßen schienengeführten Selbstkletterschalungssystem in einer Kletterabfolge a) bis d) mit einer Arbeitsbühne, die eine Außenschalung trägt und einer Gerüsteinheit, die zusätzlich eine Nachlaufbühne aufweist.
It shows:
Fig. 1
a side view of a rail-guided self-climbing formwork system that carries on a platform external shuttering, which can be moved along concreting sections with the help of the rail-guided self-climbing formwork system;
Fig. 2 of Fig. 1;
shows an enlarged side view of parts
Fig. 3
a climbing rail and a climbing rail extension piece in a spatial representation, as they are composable;
Fig. 4
an inventive climbing rail extension piece in a spatial representation;
Fig. 5
an inventive climbing rail extension piece in a front view;
Fig. 6
a sequence of climbing events subdivided into climbing sequences a) to e) with a rail-guided self-climbing formwork system according to the invention, which carries an inner formwork on a working platform; and
Fig. 7
a sequence of climbing operations with a rail-guided self-climbing formwork system according to the invention in a climbing sequence a) to d) with a working platform, which carries an outer formwork and a scaffold unit, which additionally has a trailing platform.

In den Figuren der Zeichnung ist das erfindungsgemäße schienengeführte Selbstkletterschalungssystem stark schematisiert dargestellt und die einzelnen Merkmalsgruppen sind nicht maßstäblich zu verstehen.In the figures of the drawing, the rail-guided self-climbing formwork system according to the invention is shown very schematically and the individual feature groups are not to scale.

Fig. 1 zeigt mit 10 ein schienengeführtes Selbstkletterschalungssystem, das in einer Gerüsteinheit eine Arbeitsbühne 12 aufweist, auf der eine Außenschalung 13 aufgestellt ist. Die Außenschalung 13 ist auf der Arbeitsbühne 12 in Pfeilrichtungen 14 verfahrbar. In die Gerüsteinheit ist auch eine Nachlaufbühne 16 integriert, die wie die Arbeitsbühne 12 an einer Kletterschiene 18 befestigt ist. Von dem schienengeführten Selbstkletterschalungssystem 10 ist in der Figur nur eine Seitenansicht gezeigt, die eine weitere Kletterschiene 18 verdeckt, die parallel zur gezeigten Kletterschiene 18 und beabstandet von der Kletterschiene 18 verläuft. Somit wird die Gerüsteinheit über Kletterschienen 18 zusammengehalten (Stand der Technik). Fig. 1 shows with 10 a rail-guided self-climbing formwork system, which has a platform 12 in a scaffolding unit, on which an outer formwork 13 is placed. The outer formwork 13 is movable on the platform 12 in the direction of arrows 14. In the scaffold unit and a trailing platform 16 is integrated, which like the working platform 12 at a climbing rail 18 is attached. From the rail-guided self-climbing formwork system 10, only a side view is shown in the figure, which conceals another climbing rail 18 which runs parallel to the climbing rail 18 shown and spaced from the climbing rail 18. Thus, the scaffold unit is held together via climbing rails 18 (prior art).

Auf der Kletterschiene 18 ist am oberen freien Ende ein erstes Kletterschienen-Verlängerungsstück 20 aufgesetzt und am unteren freien Ende der Kletterschiene 18 ist ein zweites Kletterschienen-Verlängerungsstück 22 befestigt. Die Kletterschiene 18 ist in Kletterschuhen 24, 26 geführt und verschiebbar gehalten. Auf den Kletterschuh 26 ist ein Kletterzylinder 28 aufgesetzt, der an seinem freien Ende eine Klinke 30 aufweist, die einen Tragbolzen 32 des ersten Kletterschienen-Verlängerungsstücks 20 untergreift. Tragbolzen 32 sind entlang des ersten Kletterschienen-Verlängerungsstücks 20 und entlang des zweiten Kletterschienen-Verlängerungsstücks 22 und entlang der Kletterschiene 18 in vorgesehenen Abständen ausgebildet. Die Kletterschuhe 24, 26 weisen in bekannter Weise ebenfalls Klinken auf, die die Tragbolzen 32 untergreifen und die Kletterschienen 18 bzw. die Kletterschienen-Verlängerungsstücke 20 in Position halten können. Das gesamte schienengeführte Selbstkletterschalungssystem wird über die Klinken in den Kletterschuhen 24, 26 gehalten, auf denen entsprechende Tragbolzen 32 der Kletterschiene 18 oder des Kletterschienen-Verlängerungsstücks 20 aufliegen.On the climbing rail 18, a first climbing rail extension piece 20 is placed at the upper free end and at the lower free end of the climbing rail 18, a second climbing rail extension piece 22 is attached. The climbing rail 18 is guided in climbing shoes 24, 26 and slidably held. On the climbing shoe 26, a climbing cylinder 28 is placed, which has at its free end a pawl 30 which engages under a support pin 32 of the first climbing rail extension piece 20. Carrying bolts 32 are formed along the first climbing rail extension piece 20 and along the second climbing rail extension piece 22 and along the climbing rail 18 at provided intervals. The climbing shoes 24, 26 also have pawls in a known manner, which engage under the support bolts 32 and can hold the climbing rails 18 or the climbing rail extension pieces 20 in position. The entire rail-guided self-climbing formwork system is held over the pawls in the climbing shoes 24, 26, on which corresponding support bolts 32 of the climbing rail 18 or the climbing rail extension piece 20 rest.

Kletterschuhe 34, 36 sind über Ankerstellen 38 an einem Betonierabschnitt befestigt. In der Figur ist ein erster Betonierabschnitt 40, ein zweiter Betonierabschnitt 42 und ein dritter Betonierabschnitt 44 gezeigt. Die Betonierabschnitte 40, 42, 44 sind ausgehärtet und können die Last eines schienengeführten Selbstkletterschalungssystems 10 tragen. In den Betonierabschnitten, 40, 42, 44 sind Ankerstellen 38 vorgesehen, über die Kletterschuhe für das schienengeführte Selbstkletterschalungssystem 10 befestigt werden können. In der Figur sind auch noch Deckenabschnitte 45, 46, 47 angedeutet, die die jeweiligen Betonierabschnitte auf einer Seite begrenzen. Es versteht sich, dass zur Erstellung eines Betonierabschnitts 40, 42, 44 jeweils auch eine Innenschalung entsprechend zu der in der Figur gezeigten Außenschalung 13 aufgestellt wird. Die Deckenabschnitte 45, 46, 47 werden mit bekannten in der Figur nicht dargestellten Deckenschalungssystemen hergestellt.Climbing shoes 34, 36 are attached via anchor points 38 to a concreting section. In the figure, a first concreting section 40, a second concreting section 42 and a third concreting section 44 are shown. The concreting sections 40, 42, 44 are cured and can withstand the load of a rail-guided self-climbing formwork system 10 wear. In the concreting sections, 40, 42, 44, anchor points 38 are provided, via which climbing shoes for the rail-guided self-climbing formwork system 10 can be fastened. In the figure, ceiling sections 45, 46, 47 are also indicated, which limit the respective concreting sections on one side. It goes without saying that, in order to produce a concreting section 40, 42, 44, an inner formwork corresponding to the outer formwork 13 shown in the FIG. The ceiling sections 45, 46, 47 are made with known ceiling formwork systems not shown in the figure.

Figur 2 zeigt in Seitenansicht in vergrößerter Darstellung Ausschnitte aus dem zweiten Betonierabschnitt 42 und dem dritten Betonierabschnitt 44 von Figur 1. Der Deckenabschnitt 46 ist angedeutet. In den Ankerstellen 38 des zweiten und dritten Betonierabschnitts 42, 44 sind Kletterschuhe 26 und 34 befestigt. Auf den Kletterschuh 26 ist in bekannter Weise ein Kletterzylinder 28 aufgesetzt, der mit der Klinke 30 einen Tragbolzen 32 des ersten Kletterschienen-Verlängerungsstücks 20 untergreift. Entlang des ersten Kletterschienen-Verlängerungsstücks 20 und entlang der Kletterschiene 18 sind Tragbolzen 32 vorgesehen, die alle von Klinken in den Kletterschuhen 26 und 38 untergriffen werden können. FIG. 2 shows in side view in enlarged scale sections of the second concreting section 42 and the third concreting section 44 of FIG. 1 , The ceiling section 46 is indicated. Climbing shoes 26 and 34 are fastened in the anchor points 38 of the second and third concreting sections 42, 44. On the climbing shoe 26 a climbing cylinder 28 is placed in a known manner, which engages with the pawl 30 a support pin 32 of the first climbing rail extension piece 20. Along the first climbing rail extension piece 20 and along the climbing rail 18 support bolts 32 are provided, all of which can be attacked by pawls in the climbing shoes 26 and 38.

Das erste Kletterschienen-Verlängerungsstück 20 ist über ein Verbindungsstück 48 in das freie Ende der Kletterschiene 18 eingeschoben und über Absteckbolzen 50 ist das erste Kletterschienen-Verlängerungsstück 20 mit der Kletterschiene 18 biegesteif verbunden.The first climbing rail extension piece 20 is inserted via a connecting piece 48 in the free end of the climbing rail 18 and about Absteckbolzen 50, the first climbing rail extension piece 20 is rigidly connected to the climbing rail 18.

Die Kletterschiene 18 trägt auch die Arbeitsbühne 12, auf der die Außenschalung 13 verfahrbar befestigt ist.The climbing rail 18 also carries the working platform 12, on which the outer formwork 13 is movably mounted.

Figur 3 zeigt in räumlicher Darstellung die Kletterschiene 18 und ein erstes Kletterschienen-Verlängerungsstück 20, wie sie im schienengeführten Selbstkletterschalungssystem 10 eingesetzt werden. Die Kletterschiene 18 ist aus zwei U-Profilen zusammengesetzt. Tragbolzen 32 halten die U-Profile auf einer Seite zusammen. Die Länge der Tragbolzen 32 bestimmt auch die Beabstandung der beiden U-Profile voneinander. Über die gesamte Länge der Kletterschiene 18 sind die Tragbolzen 32 in vorgegebenen Abständen mit den U-Profilen verschraubt. FIG. 3 shows in a spatial representation of the climbing rail 18 and a first climbing rail extension piece 20, as shown in rail-guided self-climbing formwork system 10 are used. The climbing rail 18 is composed of two U-profiles. Carrying bolts 32 hold the U-profiles together on one side. The length of the support pin 32 also determines the spacing of the two U-profiles from each other. Over the entire length of the climbing rail 18, the support bolts 32 are screwed at predetermined intervals with the U-profiles.

Das erste Kletterschienen-Verlängerungsstück 20 kann über das Verbindungsstück 48 in das freie Ende der Kletterschiene 18 eingeschoben werden und dort mit den Absteckbolzen 50 biegesteif mit der Kletterschiene 18 verbunden werden. Über Federstifte 51 können die Absteckbolzen 50 gesichert werden. Verbindungsbolzen 52 verbinden gegenüberliegend zu den Tragbolzen 32 die sich gegenüberliegenden U-Profile. Die Verbindungsbolzen 52 können den Tragbolzen 32 entsprechen und gewährleisten die gleiche Beabstandung der U-Profile voneinander, wie sie durch die Tragbolzen 32 vorgegeben ist..

  • Figur 4 zeigt eine weitere räumliche Ansicht des ersten Kletterschienen-Verlängerungsstücks 20. Über das Verbindungsstück 48 erfolgt die Ankopplung an eine Kletterschiene und über die Absteckbolzen 50 wird das erste Kletterschienen-Verlängerungsstück 20 biegesteif mit einer Kletterschiene verbunden. Mit den Federstiften 51 werden die Absteckbolzen 50 gesichert. Die in der Figur gezeigten Tragbolzen 32 können von Klinken der Kletterschuhe bzw. der Kletterzylinder untergriffen werden.
  • Figur 5 zeigt eine Vorderansicht des ersten Kletterschienen-Verlängerungsstücks 20. Dabei sind die Tragbolzen 32 sichtbar und am Verbindungsstück 48 sind die Absteckbolzen 50 eingesteckt und mit Federstiften 51 gesichert.
  • Figur 6 zeigt stark schematisiert eine Abfolge eines Klettervorgangs mit dem schienengeführten Selbstkletterschalungssystem. Im Darstellungsabschnitt a) sind zwei Betonierabschnitte 40 und 42 gezeigt.
The first climbing rail extension piece 20 can be inserted via the connecting piece 48 in the free end of the climbing rail 18 and there rigidly connected to the Absteckbolzen 50 with the climbing rail 18. About spring pins 51, the locking pin 50 can be secured. Connecting bolts 52 connect opposite to the support pin 32, the opposite U-profiles. The connecting bolts 52 may correspond to the support bolts 32 and ensure the same spacing of the U-profiles from each other as dictated by the support bolts 32.
  • FIG. 4 shows a further spatial view of the first climbing rail extension piece 20. Via the connecting piece 48, the coupling is made to a climbing rail and the Absteckbolzen 50, the first climbing rail extension piece 20 is rigidly connected to a climbing rail. With the spring pins 51, the Absteckbolzen 50 are secured. The support bolts 32 shown in the figure can be engaged by latches of climbing shoes or the climbing cylinder.
  • FIG. 5 shows a front view of the first climbing rail extension piece 20. The support bolts 32 are visible and the connecting piece 48, the Absteckbolzen 50 are inserted and secured with spring pins 51.
  • FIG. 6 shows a highly schematic sequence of a climbing process with the rail-guided self-climbing formwork system. In the presentation section a) two concreting sections 40 and 42 are shown.

Der erste Betonierabschnitt 40 wurde mit einer bekannten Wandschalung hergestellt und nachdem der erste Betonierabschnitt 40 ausgehärtet ist werden die Kletterschuhe 24 und 26 am ersten Betonierabschnitt 40 montiert. Anschließend wird die Kletterschiene 18 in die Kletterschuhe 24 und 26 eingesetzt. Dabei halten die Kletterschuhe 24, 26 die Kletterschiene 18 und die damit verbundene Gerüsteinheit, die auf einer Arbeitsbühne 12 eine Innenschalung 13' verfahrbar hält. Mit dieser Innenschalung 13' wurde der Betonierabschnitt 42 betoniert und nach ausgehärtetem Betonierabschnitt 42 wurde die Innenschalung 13' in die gezeigte Stellung verfahren und die Kletterschuhe 34, 36 wurden montiert. Ebenfalls wurde auf die Kletterschiene 18 das erste Kletterschienen-Verlängerungsstück 20 aufgesetzt und mit der Kletterschiene 18 biegesteif verbunden. Auf den Kletterschuh 26 wurde ein Kletterzylinder 28 aufgesetzt, der im eingefahrenen Zustand mit seiner Klinke einen Tragbolzen des ersten Kletterschienen-Verlängerungsstücks 20 untergreift.The first concreting section 40 was made with a known wall formwork, and after the first concreting section 40 has hardened, the climbing shoes 24 and 26 are mounted on the first concreting section 40. Subsequently, the climbing rail 18 is inserted into the climbing shoes 24 and 26. The climbing shoes 24, 26 hold the climbing rail 18 and the scaffolding unit connected thereto, which holds an inner formwork 13 'movably on a working platform 12. With this inner formwork 13 ', the concreting section 42 was concreted and after hardened concreting section 42, the inner formwork 13' was moved to the position shown and the climbing shoes 34, 36 were mounted. Also, the first climbing rail extension piece 20 was placed on the climbing rail 18 and rigidly connected to the climbing rail 18. On the climbing shoe 26, a climbing cylinder 28 was placed, which engages in the retracted state with its pawl a support pin of the first climbing rail extension piece 20.

Wird nun der Klettervorgang mit dem schienengeführten Selbstkletterschalungssystem gestartet (Darstellungsabschnitt b)) und der Kletterzylinder 28 ausgefahren, so fährt das freie Ende des ersten Kletterschienen-Verlängerungsstücks 20 nach mehreren Zylinderhüben in den Kletterschuh 34 so weit ein, bis die Klinke des Kletterschuhs 34 einen Tragbolzen des ersten Kletterschienen-Verlängerungsstücks 20 untergreifen und halten kann. Alternativ kann auch der Kletterschuh 24, 26 bei einem Klettervorgang das gesamte Gerüst halten, während der Kletterzylinder 28 für einen neuen Kletterschuh eingefahren wird.If now the climbing process started with the rail-guided self-climbing formwork system (display section b)) and the climbing cylinder 28 extended, then the free end of the first climbing rail extension piece 20 after several cylinder strokes in the climbing shoe 34 until the latch of the climbing shoe 34 a support pin of the first climbing rail extension piece 20 can engage and hold. Alternatively, the climbing shoe 24, 26 hold the entire framework during a climbing process, while the climbing cylinder 28 is retracted for a new climbing shoe.

Grundsätzlich kann das Gewicht des gesamtenBasically, the weight of the whole

Selbstkletterschalungssystems alleine von Klinken der Kletterschuhpaare 24 oder 26 oder 34 sicher aufgenommen werden. Eine sichere Führung der Kletterschienen 18 erfolgt immer über zwei Kletterschuhpaare, die in vertikaler Richtung übereinander liegen. Der Kletterzylinder 28 kann dann eingefahren und derart erneut so in Position gebracht werden, dass die Klinke des Kletterzylinders 28 erneut einen Tragbolzen des ersten Kletterschienen-Verlängerungsstücks 20 oder der Kletterschiene 18 untergreifen kann. Wird anschließend der Kletterzylinder 28 erneut ausgefahren, so klettert das gesamte schienengeführte Selbstkletterschalungssystem weiter nach oben. Sobald die Kletterschiene 18 so weit nach oben geklettert ist, dass ein weiteres Kletterschienen-Verlängerungsstück 20' am unteren freien Ende der Kletterschiene 18 montiert werden kann, wird das Kletterschienen-Verlängerungsstück 20' biegesteif mit der Kletterschiene 18 verbunden, indem es beispielsweise über Absteckbolzen an der Kletterschiene 18 befestigt wird.Self-climbing formwork system alone can be safely picked up by pawls of climbing shoe pairs 24 or 26 or 34. A secure guidance of the climbing rails 18 always takes place via two climbing shoe pairs, which lie one above the other in the vertical direction. The climbing cylinder 28 can then be retracted and so re-positioned so that the pawl of the climbing cylinder 28 can again engage under a support bolt of the first climbing rail extension piece 20 or the climbing rail 18. If the climbing cylinder 28 is then extended again, the entire rail-guided self-climbing formwork system climbs further upwards. Once the climbing rail 18 has climbed so far that another climbing rail extension piece 20 'at the lower free end of the climbing rail 18 can be mounted, the climbing rail extension piece 20' is rigidly connected to the climbing rail 18 by, for example, over Absteckbolzen the climbing rail 18 is attached.

Im Kletterzustand des Darstellungsabschnitts c) ist das schienengeführte Selbstkletterschalungssystem in den Kletterschuhen 26 und 34 über die Kletterschiene 18 gehalten und die Enden der Kletterschienen-Verlängerungsstücke 20, 20' befinden sich noch in den Kletterschuhen 24 und 36.In the climbing state of the display section c), the rail-guided self-climbing formwork system is held in the climbing shoes 26 and 34 via the climbing rail 18 and the ends of the climbing rail extension pieces 20, 20 'are still in the climbing shoes 24 and 36th

In der Darstellungsabschnitt d) ist der Klettervorgang weiter vorangeschritten und das schienengeführte Selbstkletterschalungssystem befindet sich in einer Position, in der ein dritter Betonierabschnitt erstellt werden kann. Die Kletterschiene 18 wird über die Kletterschuhe 34 und 36 gehalten, indem Klinken der Kletterschuhe 34, 36 Tragbolzen der Kletterschiene 18 untergreifen. Das erste Kletterschienen-Verlängerungsstück 20 kann nun von der Kletterschiene 18 abgenommen werden und auch das Kletterschienen-Verlängerungsstück 20' wird zur Führung bzw. zur Sicherung des schienengeführtenIn the display section d), the climbing process is further advanced and the rail-guided self-climbing formwork system is in a position in which a third concreting section can be created. The climbing rail 18 is held over the climbing shoes 34 and 36 by 36 latches of climbing shoes 34, 36 support bolts of the climbing rail 18 engage under. The first climbing rail extension piece 20 can now be removed from the climbing rail 18 and also the climbing rail extension piece 20 'is the Guidance or to secure the rail-guided

Selbstkletterschalungssystems nicht mehr benötigt. Ebenfalls kann der Kletterzylinder 28 vom Kletterschuh 26 abgenommen werden. Der Kletterschuh 26 wird ebenfalls vom ersten Betonierabschnitt 40 abgeschraubt.Self climbing formwork system no longer needed. Also, the climbing cylinder 28 can be removed from the climbing shoe 26. The climbing shoe 26 is also unscrewed from the first concreting section 40.

In der Darstellung e) ist nun die Innenschalung 13' an den Betonierabschnitt 42 herangefahren gezeigt, so dass ein dritter Betonierabschnitt über dem zweiten Betonierabschnitt 42 erstellt werden kann. Gleichzeitig ist es möglich, einen Deckenabschnitt 45 mittels einer Deckenschalung 53 und dabei eingesetzten Deckenstützen 54 zu betonieren. Es versteht sich, dass für die in der Figur 6 gezeigte Kletterabfolge gleichzeitig ebenfalls ein schienengeführtes Selbstkletterschalungssystem für die Außenschalung eingesetzt wird. Diese ist der Übersichtlichkeit halber nicht gezeigt.In the representation e), the inner formwork 13 'is now shown moved up to the concreting section 42, so that a third concreting section can be created above the second concreting section 42. At the same time, it is possible to concretize a ceiling section 45 by means of a slab formwork 53 and ceiling supports 54 inserted therein. It is understood that for those in the FIG. 6 shown climbing sequence at the same time also a rail-guided self-climbing formwork system for the outer formwork is used. This is not shown for clarity.

Figur 7 zeigt eine Kletterabfolge in Seitenansicht in vier Abfolgen a) bis d), wie sie mit einer Arbeitsbühne 12 und einer Außenschalung durchgeführt wird. Das in Figur 7 gezeigte schienengeführte Selbstkletterschalungssystem kann zur Erstellung der Betonierabschnitte, wie sie in Figur 6 gezeigt sind, als Außenschalung eingesetzt werden. FIG. 7 shows a climbing sequence in side view in four sequences a) to d), as it is performed with a working platform 12 and an outer formwork. This in FIG. 7 shown rail-guided self-climbing formwork system can be used to create the concreting sections, as shown in FIG. 6 are shown, are used as outer formwork.

Nachdem in der Darstellung a) der erste Betonierabschnitt 40 mit bekannten Wandschalungselementen betoniert wurde, wird das schienengeführte Selbstkletterschalungssystem über die Kletterschuhe 24 und 26 an dem ausgehärteten ersten Betonierabschnitt 40 befestigt. Mit der Außenschalung 13 wurde auch der zweite Betonierabschnitt 42 hergestellt. In der Figur 7 ist in der Darstellung a) die Außenschalung 13 schon vom ausgehärteten zweiten Betonierabschnitt 42 weg verfahren und die Kletterschuhe 34 und 36 sind schon an dem ausgehärteten zweiten Betonierabschnitt montiert. Das erste Kletterschienen-Verlängerungsstück 20 wurde biegesteif mit dem oberen freien Ende der Kletterschiene 18 verbunden und am unteren freien Ende der Kletterschiene 18 ist ein zweites Kletterschienen-Verlängerungsstück 22 noch gelenkig an der Kletterschiene 18 angelenkt gehalten. Das zweite Kletterschienen-Verlängerungsstück 22 trägt Teile einer Nachlaufbühne. Wird nun auf den Kletterschuh 26 ein Kletterzylinder 28 aufgesetzt und wird anschließend über den Kletterzylinder 28 der Klettervorgang eingeleitet, so verschiebt sich das gesamte schienengeführte Selbstkletterschalungssystem entlang der Betonierabschnitte 40, 42 nach oben und die Nachlaufbühne stellt sich selbsttätig der Schwerkraft folgend auf. Über die Arbeitsbühne 12 und die Nachlaufbühne 16 können alle Tätigkeiten im Bereich des schienengeführten Selbstkletterschalungssystems durchgeführt werden. In den Darstellungen c) und d) wird nun das schienengeführte Selbstkletterschalungssystem weiter nach oben verschoben, bis die Außenschalung 13 in eine Position für einen dritten Betonierabschnitt gebracht werden kann. Über die Arbeitsbühne 12 kann das erste Kletterschienen-Verlängerungsstück 20 abgenommen werden und über die Nachlaufbühne 16 kann bei Bedarf der Kletterschuh 24 bzw. der Kletterschuh 26 abgebaut werden, sofern es sich um teilbare Kletterschuhe handelt.After the first concreting section 40 has been concreted in the representation a) with known wall formwork elements, the rail-guided self-climbing formwork system is fastened via the climbing shoes 24 and 26 to the hardened first concreting section 40. With the outer formwork 13 and the second concreting section 42 has been made. In the FIG. 7 is in the representation a) the outer formwork 13 already moved away from the hardened second concreting section 42 and the climbing shoes 34 and 36 are already mounted on the hardened second concreting section. The first climbing rail extension piece 20 was rigid with the upper free end of Climbing rail 18 connected and at the lower free end of the climbing rail 18, a second climbing rail extension piece 22 is still hinged to the climbing rail 18 hinged. The second climbing rail extension piece 22 carries parts of a trailing platform. If a climbing cylinder 28 is now placed on the climbing shoe 26 and the climbing process is then initiated via the climbing cylinder 28, the entire rail-guided self-climbing formwork system shifts up along the concreting sections 40, 42 and the trailing platform automatically adjusts itself according to gravity. All work in the area of the rail-guided self-climbing formwork system can be carried out via the work platform 12 and the trailing platform 16. In the illustrations c) and d), the rail-guided self-climbing formwork system is now moved further upwards until the outer formwork 13 can be brought into a position for a third concreting section. About the platform 12, the first climbing rail extension piece 20 can be removed and on the trailing platform 16, if necessary, the climbing shoe 24 and the climbing shoe 26 are reduced, if it is divisible climbing shoes.

Bei einem schienengeführten Selbstkletterschalungssystem 10 im Baubereich werden Kletterschienen 18 in Kletterschuhen 24, 26, 34, 36 geführt, wobei die Kletterschienen in eine Gerüsteinheit integriert sind. Die Gerüsteinheit umfasst auch eine Arbeitsbühne 12 und eine Nachlaufbühne 16, die ebenfalls an den Kletterschienen 18 befestigt sind. Auf die freien Enden der Kletterschienen 18 können Kletterschienen-Verlängerungsstücke 20, 22 aufgesetzt und dort biegesteif befestigt werden. Die Kletterschienen-Verlängerungsstücke 20, 22 weisen eine kürzere Länge als die Kletterschienen 18 auf.In a rail-guided self-climbing formwork system 10 in the construction sector climbing rails 18 are guided in climbing shoes 24, 26, 34, 36, wherein the climbing rails are integrated into a scaffold unit. The scaffolding unit also includes a working platform 12 and a trailing platform 16, which are also attached to the climbing rails 18. On the free ends of the climbing rails 18 climbing rail extension pieces 20, 22 can be placed and fixed there rigid. The climbing rail extension pieces 20, 22 have a shorter length than the climbing rails 18.

Claims (6)

Verfahren zum Erstellen von Betonierabschnitten (40, 42, 44) mit Hilfe eines schienengeführten Selbstkletterschalungssystems (10) mit zwei Kletterschienen (18), die in eine Gerüsteinheit integriert sind, umfassend die folgenden Schritte: a) Befestigen von ersten unteren Kletterschuhen (24, 26, 34, 36) und von ersten oberen Kletterschuhen (24, 26, 34, 36) an einem ausgehärteten ersten Betonierabschnitt (40, 42, 44); b) Verschiebbares Anordnen der Kletterschienen (18) in den ersten unteren und den ersten oberen Kletterschuhen (24, 26, 34, 36), wobei die Kletterschienen (18) eine Länge aufweisen, die jeweils im Wesentlichen der Höhe des ersten Betonierabschnitts (40, 42, 44) entspricht; c) Herstellen eines zweiten Betonierabschnitts (40, 42, 44); d) Verschieben der Kletterschienen (18) entlang des ersten Betonierabschnitts nach oben in den ersten unteren und den ersten oberen Kletterschuhen (24, 26, 34, 36); e) Befestigen jeweils eines unteren Kletterschienen-Verlängerungsstücks (20, 20', 22) am unteren freien Ende der Kletterschienen (18), wobei die Kletterschienen-Verlängerungsstücke (20, 20', 22) eine kürzere Länge aufweisen, als die Kletterschienen (18); und f) Weiteres Verschieben der Kletterschienen (18) nach oben, bis die unteren Kletterschienen-Verlängerungsstücke (20, 20', 22) in den ersten unteren Kletterschuhen (24, 26, 34, 36) angeordnet sind. Method of constructing concreting sections (40, 42, 44) by means of a rail-guided self-climbing formwork system (10) having two climbing rails (18) integrated into a scaffolding unit, comprising the following steps: a) attaching first lower climbing shoes (24, 26, 34, 36) and first upper climbing shoes (24, 26, 34, 36) to a cured first concreting section (40, 42, 44); b) slidably locating the climbing rails (18) in the first lower and first upper climbing shoes (24, 26, 34, 36), the climbing rails (18) having a length substantially equal to the height of the first casting section (40, 40); 42, 44) corresponds; c) producing a second concreting section (40, 42, 44); d) moving the climbing rails (18) along the first concreting section upwardly in the first lower and the first upper climbing shoes (24, 26, 34, 36); e) attaching a respective lower climbing rail extension piece (20, 20 ', 22) at the lower free end of the climbing rails (18), wherein the climbing rail extension pieces (20, 20', 22) have a shorter length than the climbing rails (18 ); and f) Further moving the climbing rails (18) upwards until the lower climbing rail extension pieces (20, 20 ', 22) in the first lower climbing shoes (24, 26, 34, 36) are arranged. Verfahren nach Anspruch 1, umfassend die folgenden weiteren Schritte: g) Befestigen von zweiten unteren Kletterschuhen (24, 26, 34, 36) und von zweiten oberen Kletterschuhen (20, 20', 22) an dem fertiggestellten zweiten Betonierabschnitt (40, 42, 44); h) Biegesteifes Befestigen jeweils eines oberen Kletterschienen-Verlängerungsstücks (20, 20', 22) an den oberen freien Enden der Kletterschienen (18), wobei die oberen Kletterschienen-Verlängerungsstücke (20, 20', 22) eine kürzere Länge aufweisen, als die Kletterschiene (18); und i) Verschieben der Kletterschienen (18) nach oben, bis die oberen Kletterschienen-Verlängerungsstücke (20, 20', 22) jeweils in den zweiten unteren Kletterschuhen (20, 20', 22) verschiebbar gehalten angeordnet sind. Method according to claim 1, comprising the following further steps: g) attaching second lower climbing shoes (24, 26, 34, 36) and second upper climbing shoes (20, 20 ', 22) to the finished second concreting section (40, 42, 44); h) rigidly securing a respective upper climbing rail extension piece (20, 20 ', 22) to the upper free ends of the climbing rails (18), the upper climbing rail extension pieces (20, 20', 22) having a shorter length than that Climbing rail (18); and i) moving the climbing rails (18) upwards until the upper climbing rail extension pieces (20, 20 ', 22) in each case in the second lower climbing shoes (20, 20', 22) are arranged displaceably held. Verfahren nach Anspruch 1oder 2, dadurch gekennzeichnet, dass die unteren Kletterschienen-Verlängerungsstücke (20, 20', 22) an den unteren freien Enden der Kletterschienen (18) schwenkbar befestigt werden, so dass die unteren Kletterschienen-Verlängerungsstücke (20, 20' 22) beim Ausführen des Schritts d) in ihre vertikale Ausrichtung verschwenkt werden, und wobei die unteren Kletterschienen-Verlängerungsstücke (20, 20', 22) vorzugsweise Teile einer Nachlaufbühne (16) tragen.A method according to claim 1 or 2, characterized in that the lower climbing rail extension pieces (20, 20 ', 22) are pivotally attached to the lower free ends of the climbing rails (18) so that the lower climbing rail extension pieces (20, 20' 22 ) are pivoted in their vertical alignment when performing step d), and wherein the lower climbing rail extension pieces (20, 20 ', 22) preferably carry parts of a trailing platform (16). Verfahren nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die unteren Kletterschienen-Verlängerungsstücke (20, 20', 22) und/oder die oberen Kletterschienen-Verlängerungsstücke (20, 20', 22) jeweils mittels eines Absteckbolzens (50) an den Kletterschienen (18) befestigt werden.Method according to one of the preceding claims, characterized in that the lower climbing rail extension pieces (20, 20 ', 22) and / or the upper climbing rail extension pieces (20, 20', 22) each by means of a Absteckbolzens (50) on the climbing rails (18) are attached. Verfahren nach Anspruch 4, dadurch gekennzeichnet, dass die unteren Kletterschienen-Verlängerungsstücke (20, 20', 22) und/oder die oberen Kletterschienen-Verlängerungsstücke (20, 20', 22) mit jeweils zwei Absteckbolzen (50) an den Kletterschienen (18) befestigt werden.A method according to claim 4, characterized in that the lower climbing rail extension pieces (20, 20 ', 22) and / or the upper climbing rail extension pieces (20, 20', 22), each with two Absteckbolzen (50) on the climbing rails (18 ) are attached. Verfahren nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass zum Verschieben der Kletterschienen (18) in den Kletterschuhen (24, 26, 34, 36) ein Kletterzylinder (28) auf einen der Kletterschuhe (24, 26, 34, 36) aufgesetzt wird, der über eine Klinke, die am freien Ende des Kletterzylinders (28) ausgebildet ist, in Tragbolzen einer der Kletterschienen (18) bzw. eines der Kletterschienen-Verlängerungsstücke (20, 20', 22) greift.Method according to one of the preceding claims, characterized in that for shifting the climbing rail (18) in the climbing shoes (24, 26, 34, 36) includes a climbing cylinder (28) on one of the climbing shoes (24, 26, 34, 36) is placed , which engages in a support pin of one of the climbing rails (18) or one of the climbing rail extension pieces (20, 20 ', 22) via a pawl which is formed at the free end of the climbing cylinder (28).
EP13195281.4A 2008-03-25 2009-03-21 Method for creating concreting sections with the aid of a rail-guided self-climbing formwork system Not-in-force EP2725166B1 (en)

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RU2459058C2 (en) 2012-08-20
JP5335889B2 (en) 2013-11-06
AU2009229528B2 (en) 2011-07-14
EP2725166B1 (en) 2016-09-14
EP2279310B1 (en) 2013-12-04
US8673189B2 (en) 2014-03-18
HK1147536A1 (en) 2011-08-12
CN103556816B (en) 2016-06-22
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ES2599427T3 (en) 2017-02-01
CN102016199A (en) 2011-04-13
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US20110171336A1 (en) 2011-07-14
WO2009117986A1 (en) 2009-10-01
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US20130318888A1 (en) 2013-12-05
DE102008015682A1 (en) 2009-10-08
CA2718609C (en) 2013-06-04
CA2718609A1 (en) 2009-10-01
KR20100123737A (en) 2010-11-24
KR101225811B1 (en) 2013-01-23

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