EP1899549B1 - Verin grimpant d'un coffrage autogrimpant - Google Patents

Verin grimpant d'un coffrage autogrimpant Download PDF

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Publication number
EP1899549B1
EP1899549B1 EP06753281.2A EP06753281A EP1899549B1 EP 1899549 B1 EP1899549 B1 EP 1899549B1 EP 06753281 A EP06753281 A EP 06753281A EP 1899549 B1 EP1899549 B1 EP 1899549B1
Authority
EP
European Patent Office
Prior art keywords
climbing
cylinder
rail
rails
self
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.)
Active
Application number
EP06753281.2A
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German (de)
English (en)
Other versions
EP1899549A1 (fr
Inventor
Artur Schwörer
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Peri GmbH
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Peri GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Peri GmbH filed Critical Peri GmbH
Publication of EP1899549A1 publication Critical patent/EP1899549A1/fr
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Publication of EP1899549B1 publication Critical patent/EP1899549B1/fr
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
    • E04G11/24—Construction of lifting jacks or climbing rods for sliding forms
    • 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
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/20—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by walls
    • 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
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically

Definitions

  • the invention relates to a self-climbing formwork and / or a self-climbing scaffold unit with a climbing cylinder, which is intended to raise or lower a formwork and / or a scaffold unit along a wall of a building.
  • a pillar is concreted in a formwork, which is surrounded by a framework.
  • a climbing cylinder moves the formwork along the individual pillar sections.
  • the climbing cylinder is fixed by means of a pressure plate to an already hardened pillar section.
  • At its upper end of the climbing cylinder is provided with two opposing pressure ribs, which are pivotally mounted and can be moved in this way to cross members of the scaffold over.
  • the swung-out pressure ribs engage in recesses in the framework and bear against the crossbeams of the framework.
  • WO 2004/020766 A1 shows a lifting device for a frame in the construction sector with a climbing cylinder having a housing and a displaceably guided in the housing piston.
  • the lifting device comprises a or several climbing rails and climbing shoes, which are fixedly attached to anchor points of a wall and which keep the climbing rail or climbing rails on the wall.
  • the climbing cylinder is at one end attached to one of the climbing shoes releasably attached and at the other end has a communicating with one of the climbing rails nielager to move the climbing rail or climbing rails along a wall of a building.
  • the support engages in the retracted state of the climbing cylinder in the climbing rail or climbing rails and moves during the movement of the climbing cylinder in the extended state, the climbing rail or the climbing rails along the wall.
  • the object of the invention is to design a climbing cylinder on a self-climbing formwork or on a self-climbing scaffold unit in such a way that it can be used and implemented more easily on this.
  • the climbing cylinder at the fixed attachment namely the one climbing shoe, hinged.
  • This has the advantage that when a withdrawal of the piston into the housing of the climbing cylinder, the climbing cylinder can be pivoted out of engagement with a support bolt of the climbing rail by the arrival of the piston in the housing of the climbing cylinder a striking the pawl of the climbing cylinder carrying bolt the climbing cylinder pivoted so far that the piston can be run smoothly into the housing of the climbing cylinder.
  • An anchor point thus carries the climbing shoe, which leads the climbing rail along the wall at a designated distance and can hold the climbing rail simultaneously in one position permanently.
  • the climbing cylinder uses the climbing shoe as a stationary bearing and the climbing cylinder can lift or lower the climbing rail via a piston stroke.
  • the climbing cylinder or cylinders can be placed on trained locking points of the climbing shoes or climbing shoes. Thus, always the same attachment points are used on or on the climbing shoes and the climbing cylinder (s) for holding the climbing cylinder (s) on the climbing shoe (s).
  • a simple construction of the climbing system is possible and incorrect connection possibilities for a fixed storage of the climbing cylinder are excluded.
  • the climbing cylinder spring-mounted at the anchor point and / or the climbing shoe it can swing back automatically to its original position as soon as the free end of the climbing cylinder is no longer in contact with a support pin.
  • a bearing plate can be provided as an abutment for abutment with the respective climbing rail. This has the advantage that no moments from the load of the climbing rail are introduced into the piston rod when the climbing cylinder raises or lowers a climbing rail.
  • the climbing cylinders can be implemented together with hydraulic hoses connected to the climbing cylinders or the climbing cylinders are decoupled from the hydraulic hoses via snap fasteners for the transfer process to other stationary bearing points. After the climbing cylinders are repositioned, the hydraulic connection between the climbing cylinder and a hydraulic power unit is closed again.
  • support bolts of the climbing rails can also be replaced by technically equivalent means.
  • adapted latches or supports of a sliding shoe can also be found in openings engage the climbing rails or projections may be formed on the climbing rails, which are attacked or taken up by corresponding supports of the shoe.
  • the figure of the drawing show the climbing cylinder used according to the invention and the associated objects highly schematic, so that the structure and operation of the climbing cylinder can be clearly shown.
  • Fig. 1 shows a climbing cylinder 10 in the retracted state, as it is attached to a wall 12 of a building.
  • the Fig. Shows sections of a first concreting section 14 and a second concreting section 16.
  • a climbing shoe 18 is fixedly secured to an anchor point on the first concreting section 14.
  • the climbing shoe 18 leads and holds a climbing rail 22 via a pawl 20 in position.
  • points of the first and / or second concreting section 14, 16 are at least one other Climbing shoe provided which holds the climbing rail 22 guided on the wall 12 together with the climbing shoe 18 shown.
  • the climbing shoe 18 is formed in two parts as a wall shoe 34 and shoe 36.
  • the wall shoe 34 is fixedly secured to an anchor point of the wall 12 and the slide shoe 36 is articulated mounted on the wall shoe 34.
  • the pawl 20 is pivotally mounted, such that it locks in the position shown in Fig. And a pressure on the opposite side of the pawl, which has a sloping portion exerted, the pawl 20 in the housing of the Slide shoe 36 so far that it is no longer in engagement with the support pin 24 to 24 '' is.
  • the climbing cylinder 10 has a housing 37, via which the climbing cylinder 10 can be placed on a propeller shaft 38 of the shoe 36. If the climbing cylinder 10 is placed over the housing 37 on the propeller shaft 38, so a locking pin 40 secures the articulated connection and the climbing cylinder 10 can be removed only by unlocking the locking bolt 40 by pulling it back from the propeller shaft 38. To the propeller shaft 38 of the climbing cylinder 10 is pivotable in the attached state. Between a bearing plate of the shoe 36 and the housing 37, a rubber or tough elastic element 41 is provided on the housing 37, which presses the climbing cylinder 10 in the position shown in the figure. When the piston 28 of the hydraulically operated climbing cylinder is extended, the pawl 30 engages under the support bolt 24 '''and upon further extension of the piston 28, the climbing rail 22 is raised.
  • Fig. 2 shows the climbing cylinder 10 in a fully extended position. From the housing 26, the piston 28 is fully extended and the climbing rail 22 was raised above the climbing cylinder 10 in the direction of arrow 42.
  • the pawl 20 of the climbing shoe 18 is in the position shown in FIG. Disengaged from the support pin 24, the lifting of the Climbing rail 22 in the direction of arrow 42, the pawl 20 has temporarily pushed into the climbing shoe 18 so that the lifting operation in the direction of arrow 42 could be performed without obstruction.
  • Fig. 3 shows the climbing cylinder 10 in the not yet fully retracted state.
  • the piston 28 has not yet fully retracted into the housing 26. Will now in comparison to the state of movement of the climbing cylinder 10 in Fig. 2 the climbing cylinder 10 further retracted, so the pawl abuts on its underside, which is formed obliquely, to the support pin 24 "., If the piston 28 is further retracted into the housing 26, so presses the support pin 24", which via the climbing rail 22nd is held immovably in its distance from the wall 12 via spaced climbing shoes 18, the climbing cylinder 10 from his in the FIGS. 1 and 2 shown alignment in a tilted position, as in Fig. 3 is shown.
  • the climbing cylinder 10 pivots about the hinge shaft 38 so far in the direction of the wall 12 that it can completely bypass a support bolt, in this case the support bolt 24 " or viscous-elastic element 41 is generated, pivoted out of its aligned position and the pawl 30 is free of an obstacle, such as the support pin 24 ", so the climbing cylinder 10 pivots due to the spring force of the rubber or toughened element 41 in its spring-load-free position, as they are in the FIGS. 1 and 2 shown is back.
  • the securing bolt 40 secures the hinge about the hinge shaft 38, so that the housing 37 is securely held on the hinge shaft 38.
  • the piston 28 can be retracted so far into the housing 26, that the pawl 30 can be automatically brought back into a position that can accommodate the support pin 24 "(a comparable position of the pawl 30 as in Fig. 1 ). In engagement with the support pin 24 "comes the latch 30, when the piston 28 is slightlyrotary vide out of the housing 26.
  • the Tragbolzenaboids on the climbing rail 22 are matched to the piston stroke length of the climbing cylinder 10 such that the desired climbing strokes can be performed.
  • the climbing rail 22 has even more breakthrough openings that can be used for attaching struts, stages and formwork.
  • the climbing rail itself is in the illustrated Fign. shown cut. In the Fign. only one half of a climbing rail used here is shown, which is constructed via two U-profiles and spaced apart by means of support bolts.
  • a climbing cylinder 10 of a self-climbing formwork in the construction sector is provided so that it can move climbing rails 22 along a wall 12.
  • the climbing cylinder 10 has at one end an attachment for an anchor point of the wall and at the other end a latch 30 is provided on the climbing cylinder, which can be brought into engagement with the climbing rail such that it carries the climbing rail 10 on the one hand and on the other hand can move.
  • the climbing cylinder 10 may be attached to an anchor point of the structure or to a climbing shoe 18.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Emergency Lowering Means (AREA)
  • Movable Scaffolding (AREA)
  • Ladders (AREA)

Claims (3)

  1. Coffrage autogrimpant et/ou échafaudage autogrimpant utilisé(s) dans le senteur du bâtiment, comprenant :
    - un vérin d'escalade (10), composé d'un carter (26) et d'un piston guidé hydrauliquement dans ledit carter (26) avec aptitude coulissante,
    - un ou plusieurs rail(s) d'escalade (22), muni(s) d'axes de support (24, 24', 24", 24"'), et
    - des patins d'escalade (18) qui sont implantés stationnairement dans des zones d'ancrage de la paroi (12), et entretiennent le guidage respectif dudit ou desdits rail(s) d'escalade (22) sur ladite paroi (12),
    le vérin d'escalade étant installé avec fixation amovible sur l'un des patins d'escalade, par une extrémité, et ledit vérin d'escalade (10) étant pourvu, à l'autre extrémité, d'un élément d'appui revêtant la forme d'un cliquet (30) associé à l'un desdits rails d'escalade (22), en vue de déplacer respectivement le ou les rail(s) d'escalade (22) le long d'une paroi (12) d'un ouvrage de construction,
    sachant que ledit élément d'appui (30) vient se placer au-dessous d'un axe de support (24, 24', 24", 24'") du rail d'escalade (22) ou des rails d'escalade (22), à l'état rétracté du vérin d'escalade (10), et déplace ledit rail d'escalade (22) ou lesdits rails d'escalade (22) le long de ladite paroi (12) au cours du mouvement dudit vérin d'escalade (10) vers l'état déployé, caractérisé(s) par le fait que
    le vérin d'escalade (10) est articulé à pivotement sur l'un des patins d'escalade (18), de façon telle que, lors d'une rétraction du piston (28) dans le carter (26) dudit vérin d'escalade (10), ledit vérin d'escalade (10) puisse être animé de pivotements supprimant sa prise avec un axe respectif de support (24, 24', 24", 24'") du rail d'escalade ou des rails d'escalade (22) du fait que, lors de la pénétration dudit piston (28) dans ledit carter (26) du vérin d'escalade (10), un axe de support (24, 24', 24", 24'") venant rencontrer le cliquet (30) dudit vérin d'escalade (10) imprime, audit vérin d'escalade (10), un pivotement d'une ampleur telle que ledit piston (28) puisse être introduit, sans perturbation, dans ledit carter (26) dudit vérin d'escalade (10).
  2. Coffrage autogrimpant et/ou échafaudage autogrimpant selon la revendication 1, caractérisé(s) par le fait que le ou les vérin(s) escalade (10) peu(ven)t être fixé(s), avec montage élastique, à la zone d'ancrage et/ou aux patins d'escalade (18).
  3. Coffrage auto grimpant et/ou échafaudage autogrimpant selon l'une des revendications 1 ou 2, caractérisé(s) par le fait qu'une platine d'adossement (32) est prévue, sur l'élément d'appui ou sur le cliquet (30), en tant que contre-butée conçue pour venir en applique sur le rail d'escalade (22).
EP06753281.2A 2005-06-29 2006-06-20 Verin grimpant d'un coffrage autogrimpant Active EP1899549B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE200510030335 DE102005030335A1 (de) 2005-06-29 2005-06-29 Kletterzylinder einer Selbstkletterschalung
PCT/DE2006/001043 WO2007000134A1 (fr) 2005-06-29 2006-06-20 Verin grimpant d'un coffrage autogrimpant

Publications (2)

Publication Number Publication Date
EP1899549A1 EP1899549A1 (fr) 2008-03-19
EP1899549B1 true EP1899549B1 (fr) 2016-08-03

Family

ID=37024843

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06753281.2A Active EP1899549B1 (fr) 2005-06-29 2006-06-20 Verin grimpant d'un coffrage autogrimpant

Country Status (13)

Country Link
US (2) US20080257644A1 (fr)
EP (1) EP1899549B1 (fr)
JP (1) JP4837035B2 (fr)
KR (1) KR100707548B1 (fr)
CN (1) CN101213344B (fr)
AU (1) AU2006264097C1 (fr)
CA (1) CA2613143C (fr)
DE (1) DE102005030335A1 (fr)
ES (1) ES2587331T3 (fr)
HU (1) HUE029915T2 (fr)
PL (1) PL1899549T3 (fr)
RU (1) RU2369705C1 (fr)
WO (1) WO2007000134A1 (fr)

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RU2008103264A (ru) 2009-08-10
CN101213344B (zh) 2011-06-08
JP4837035B2 (ja) 2011-12-14
AU2006264097B2 (en) 2009-11-05
RU2369705C1 (ru) 2009-10-10
JP2008545072A (ja) 2008-12-11
US20080257644A1 (en) 2008-10-23
AU2006264097C1 (en) 2010-05-27
KR20060087481A (ko) 2006-08-02
US9303418B2 (en) 2016-04-05
AU2006264097A1 (en) 2007-01-04
CA2613143A1 (fr) 2007-01-04
EP1899549A1 (fr) 2008-03-19
KR100707548B1 (ko) 2007-04-13
CN101213344A (zh) 2008-07-02
HUE029915T2 (en) 2017-04-28
PL1899549T3 (pl) 2016-12-30
DE102005030335A1 (de) 2007-01-04
CA2613143C (fr) 2010-12-07
ES2587331T3 (es) 2016-10-24
WO2007000134A1 (fr) 2007-01-04
US20150101887A1 (en) 2015-04-16

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