EP2725166B1 - Procédé de réalisation de sections bétonnées à l'aide d'un système de coffrage auto-grimpant guidé sur des rails - Google Patents

Procédé de réalisation de sections bétonnées à l'aide d'un système de coffrage auto-grimpant guidé sur des rails Download PDF

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Publication number
EP2725166B1
EP2725166B1 EP13195281.4A EP13195281A EP2725166B1 EP 2725166 B1 EP2725166 B1 EP 2725166B1 EP 13195281 A EP13195281 A EP 13195281A EP 2725166 B1 EP2725166 B1 EP 2725166B1
Authority
EP
European Patent Office
Prior art keywords
climbing
rails
rail
rail extension
shoes
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Not-in-force
Application number
EP13195281.4A
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German (de)
English (en)
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EP2725166A1 (fr
Inventor
Artur Schwörer
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Peri GmbH
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Peri GmbH
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Publication date
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Publication of EP2725166A1 publication Critical patent/EP2725166A1/fr
Application granted granted Critical
Publication of EP2725166B1 publication Critical patent/EP2725166B1/fr
Not-in-force legal-status Critical Current
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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
    • 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
    • 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
    • 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

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 at least two parallel and spaced apart climbing rails must always be held at least each in two superposed climbing shoes, and the climbing process itself the climbing rails must be retracted on attached to them climbing rail extension pieces in another third pair of climbing shoe 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, so that the climbing rails can be inserted in climbing shoes, ie in second lower and second upper climbing shoes, at a climbing event created and cured (upper) concreting section were attached.
  • the upper climbing rail extension pieces have a shorter length than the climbing rails.
  • 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.
  • a hinged 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 on 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 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • the first climbing rail extension piece 20 was placed on the climbing rail 18 and rigidly connected to the climbing rail 18.
  • 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 catch 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.
  • the weight of the entire self-climbing formwork system alone can be safely absorbed 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, for example, via locking pin on 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 self-climbing formwork system no longer needed.
  • 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 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.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Claims (6)

  1. Procédé de façonnage de sections bétonnées (40, 42, 44), à l'aide d'un système de coffrage autogrimpant (10) guidé par rails et muni de deux rails d'escalade (18) intégrés dans une unité d'échafaudage, incluant les étapes suivantes :
    a) fixation de premiers patins d'escalade (24, 26, 34, 36) inférieurs, et de premiers patins d'escalade (24, 26, 34, 36) supérieurs, à une première section bétonnée (40, 42, 44) durcie ;
    b) implantation coulissante des rails d'escalade (18) dans lesdits premiers patins d'escalade (24, 26, 34, 36) inférieurs et supérieurs, lesdits rails d'escalade (18) présentant une longueur qui correspond respectivement, pour l'essentiel, à la hauteur de ladite première section bétonnée (40, 42, 44) ;
    c) façonnage d'une seconde section bétonnée (40, 42, 44) ;
    d) coulissement vers le haut imprimé auxdits rails d'escalade (18), le long de ladite première section bétonnée, jusque dans lesdits premiers patins d'escalade (24, 26, 34, 36) inférieurs et supérieurs ;
    e) fixation respective d'une pièce inférieure (20, 20', 22) de prolongement des rails d'escalade à l'extrémité inférieure libre desdits rails d'escalade (18), les pièces de prolongement (20, 20', 22) des rails d'escalade présentant une longueur moindre que celle desdits rails d'escalade (18) ; et
    f) poursuite du coulissement vers le haut imprimé aux rails d'escalade (18), jusqu'à ce que lesdites pièces inférieures (20, 20', 22) de prolongement desdits rails d'escalade soient logées dans les premiers patins d'escalade (24, 26, 34, 36) inférieurs.
  2. Procédé selon la revendication 1, incluant les étapes supplémentaires suivantes :
    g) fixation de seconds patins d'escalade (24, 26, 34, 36) inférieurs, et de seconds patins d'escalade (24, 26, 34, 36) supérieurs, à la seconde section bétonnée (40, 42, 44) dont le façonnage est achevé ;
    h) fixation avec rigidité à la flexion, aux extrémités supérieures libres des rails d'escalade (18), d'une pièce supérieure respective (20, 20', 22) de prolongement desdits rails d'escalade, les pièces supérieures (20, 20', 22) de prolongement des rails d'escalade présentant une longueur moindre que celle desdits rails d'escalade (18) ; et
    i) coulissement vers le haut imprimé aux rails d'escalade (18), jusqu'à ce que lesdites pièces supérieures (20, 20', 22) de prolongement desdits rails d'escalade soient respectivement maintenues logées dans les seconds patins d'escalade (24, 26, 34, 36) inférieurs, avec faculté de coulissement.
  3. Procédé selon la revendication 1 ou 2, caractérisé par le fait que les pièces inférieures (20, 20', 22) de prolongement des rails d'escalade sont fixées de manière pivotante aux extrémités inférieures libres desdits rails d'escalade (18), de façon telle que, lors de l'exécution de l'étape d), lesdites pièces inférieures (20, 20', 22) de prolongement desdits rails d'escalade soient amenées, par pivotement, à leur orientation verticale, lesdites pièces inférieures (20, 20', 22) de prolongement desdits rails d'escalade portant alors, de préférence, des parties d'une plate-forme secondaire (16).
  4. Procédé selon l'une des revendications précédentes, caractérisé par le fait que les pièces inférieures (20, 20', 22) de prolongement des rails d'escalade, et/ou les pièces supérieures (20, 20', 22) de prolongement desdits rails d'escalade, sont respectivement fixées auxdits rails d'escalade (18) au moyen d'une goupille enfichable (50).
  5. Procédé selon la revendication 4, caractérisé par le fait que les pièces inférieures (20, 20', 22) de prolongement des rails d'escalade, et/ou les pièces supérieures (20, 20', 22) de prolongement desdits rails d'escalade, sont respectivement fixées auxdits rails d'escalade (18) à l'aide de deux goupilles enfichables (50).
  6. Procédé selon l'une des revendications précédentes, caractérisé par le fait que les rails d'escalade (18), de même que les pièces (20, 20', 22) de prolongement desdits rails d'escalade, sont composés de deux rails profilés dont la cohésion, avec espacement mutuel, est assurée par l'intermédiaire de tenons de support (32), sachant qu'un coulissement imprimé auxdits rails d'escalade (18) dans les patins d'escalade (24, 26, 34, 36) implique la mise en place, sur l'un desdits patins d'escalade (24, 26, 34, 36), d'un vérin d'escalade (28) qui, par l'intermédiaire d'un cliquet ménagé à l'extrémité libre dudit vérin d'escalade (28), pénètre dans les tenons respectifs de support (32) de l'un desdits rails d'escalade (18) ou de l'une desdites pièces (20, 20', 22) de prolongement desdits rails d'escalade.
EP13195281.4A 2008-03-25 2009-03-21 Procédé de réalisation de sections bétonnées à l'aide d'un système de coffrage auto-grimpant guidé sur des rails Not-in-force EP2725166B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102008015682A DE102008015682A1 (de) 2008-03-25 2008-03-25 Schienengeführtes Selbstkletterschalungssystem mit Kletterschienen-Verlängerungsstücken
EP09726274.5A EP2279310B1 (fr) 2008-03-25 2009-03-21 Système de coffrage autogrimpant sur rails, muni de pièces de rallonge pour rail grimpant

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
EP09726274.5A Division EP2279310B1 (fr) 2008-03-25 2009-03-21 Système de coffrage autogrimpant sur rails, muni de pièces de rallonge pour rail grimpant

Publications (2)

Publication Number Publication Date
EP2725166A1 EP2725166A1 (fr) 2014-04-30
EP2725166B1 true EP2725166B1 (fr) 2016-09-14

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EP09726274.5A Active EP2279310B1 (fr) 2008-03-25 2009-03-21 Système de coffrage autogrimpant sur rails, muni de pièces de rallonge pour rail grimpant
EP13195281.4A Not-in-force EP2725166B1 (fr) 2008-03-25 2009-03-21 Procédé de réalisation de sections bétonnées à l'aide d'un système de coffrage auto-grimpant guidé sur des rails

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EP09726274.5A Active EP2279310B1 (fr) 2008-03-25 2009-03-21 Système de coffrage autogrimpant sur rails, muni de pièces de rallonge pour rail grimpant

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US (2) US20110171336A1 (fr)
EP (2) EP2279310B1 (fr)
JP (1) JP5335889B2 (fr)
KR (1) KR101225811B1 (fr)
CN (2) CN102016199A (fr)
AU (1) AU2009229528B2 (fr)
CA (1) CA2718609C (fr)
DE (1) DE102008015682A1 (fr)
ES (2) ES2447867T3 (fr)
HK (1) HK1147536A1 (fr)
RU (1) RU2459058C2 (fr)
WO (1) WO2009117986A1 (fr)

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US8464996B2 (en) * 2008-01-22 2013-06-18 Dayton Superior Corporation Jump form system
DE102008021202A1 (de) * 2008-04-28 2009-10-29 Marcus Sundermann Schalung und Schalungsverfahren des Betonbaus
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CN103556816A (zh) 2014-02-05
CA2718609A1 (fr) 2009-10-01
CN103556816B (zh) 2016-06-22
WO2009117986A8 (fr) 2009-12-17
EP2279310B1 (fr) 2013-12-04
AU2009229528B2 (en) 2011-07-14
WO2009117986A1 (fr) 2009-10-01
JP5335889B2 (ja) 2013-11-06
EP2279310A1 (fr) 2011-02-02
RU2010143426A (ru) 2012-04-27
US20130318888A1 (en) 2013-12-05
CN102016199A (zh) 2011-04-13
KR20100123737A (ko) 2010-11-24
CA2718609C (fr) 2013-06-04
US8673189B2 (en) 2014-03-18
US20110171336A1 (en) 2011-07-14
RU2459058C2 (ru) 2012-08-20
ES2447867T3 (es) 2014-03-13
ES2599427T3 (es) 2017-02-01
DE102008015682A1 (de) 2009-10-08
HK1147536A1 (en) 2011-08-12
KR101225811B1 (ko) 2013-01-23
AU2009229528A1 (en) 2009-10-01
EP2725166A1 (fr) 2014-04-30

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