EP3333341B1 - Vorrichtung für das handling einer verschalungsplatte - Google Patents

Vorrichtung für das handling einer verschalungsplatte Download PDF

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Publication number
EP3333341B1
EP3333341B1 EP17205211.0A EP17205211A EP3333341B1 EP 3333341 B1 EP3333341 B1 EP 3333341B1 EP 17205211 A EP17205211 A EP 17205211A EP 3333341 B1 EP3333341 B1 EP 3333341B1
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EP
European Patent Office
Prior art keywords
rods
plane
formwork panel
panel
mast
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
EP17205211.0A
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English (en)
French (fr)
Other versions
EP3333341A1 (de
Inventor
Pascal Perrotin
Sébastien Philippe
Cédric POINARD
Alexandre Souvignet
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.)
Universite Savoie Mont Blanc
Alphi SAS
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Universite Savoie Mont Blanc
Alphi SAS
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Publication of EP3333341A1 publication Critical patent/EP3333341A1/de
Application granted granted Critical
Publication of EP3333341B1 publication Critical patent/EP3333341B1/de
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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
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • 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
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of 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
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • E04G11/54—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like
    • E04G11/56—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like of telescopic type
    • 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
    • E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
    • E04G19/003—Arrangements for stabilising the forms or for moving the forms from one place to another

Definitions

  • the present invention relates to the field of slab formwork and the like for the construction of buildings, and more particularly relates to a device for handling a slab formwork panel or the like.
  • a formwork panel generally comprises a plate on which is to be cast slab or the like, and comprises a peripheral frame projecting under said plate.
  • the shuttering panels are arranged in height, supported by struts, so as to form with their plate a continuous flat surface. Concrete is then poured on the flat surface provided by the shuttering panels. After solidification of the concrete, the struts are gradually removed to remove the formwork panels. These are then at a height that can be between 2.50 m and 5 m (or more).
  • one or the first operators generally use one or more individual rolling platforms and / or light (PIRL) to be placed just below the formwork panel when the latter is still sufficiently supported by props.
  • PIRL individual rolling platforms and / or light
  • the formwork panel falls as soon as the last stay on which it rests is removed.
  • the first operator who held the formwork panel as a precaution, then receive the formwork panel and descend it by hand to the ground.
  • the operators then tilt the shuttering panel to store it in vertical orientation on one of its songs in a storage rack. But it often happens that the shuttering panel remains stuck under the concrete slab while all the props that supported it were removed.
  • the first operator or operators must then apply a slight traction on the shuttering panel to cause its detachment, then receive and support the detached formwork panel before descending by hand to the ground.
  • the operators then tilt the shuttering panel to store it in vertical orientation on one of its songs in a storage rack.
  • the documents FR 2 867 497 A1 , DE 17 59 423 A1 and WO 2013/156405 A1 disclose devices for handling a slab formwork panel or the like. These devices are adapted to proceed to the construction of a slab formwork structure composed of shuttering panels. However, they are not suitable for manual dismantling of a slab formwork structure composed of shuttering panels. Indeed, repeatedly dropping a slab formwork panel on these devices, even a small height, would damage said devices by force of shocks.
  • the document DE 196 02 981 A1 also describes a device adapted to proceed to the construction of a slab formwork structure composed of shuttering panels, which device is also not suitable for the manual dismantling of a slab formwork structure composed of shuttering panels.
  • this device comprises a carrying head in the form of an assembly of an upper plate and a lower plate enclosing between them a peripheral frame.
  • An assembly consisting of rods arranged in a cross is enclosed between the upper plate and the lower plate.
  • One of the rods has one end secured to the lower plate and can slide relative to the other rod along a diagonal of the frame.
  • the document FR 2 508 522 A1 describes a vertical formwork panel.
  • This vertical panel may include an extension articulated between a horizontal position and a vertical position, which can be used to support a prefabricated balcony or a formwork table for casting a ceiling. To prevent the fall of people likely to stroll to a higher level, it can be added to the extension net safety device.
  • This document discloses all the technical features of the preamble of claim 1.
  • a problem proposed by the present invention is to design a device for handling a formwork panel allowing a single operator to easily dismount a slab formwork structure consisting of formwork panels, safely for him and limiting the risks of accidental fall of shuttering panels.
  • the present invention aims to reduce the risk of degradation of the device for handling a formwork panel during disassembly of a slab formwork structure composed of shuttering panels.
  • Such a device makes it possible to position the portage head near and under the shuttering panel (by extending the mast) before the shuttering panel drops.
  • the formwork panel can then be dropped onto the load-bearing head as it is received damped and held on the veil after a fall of low height.
  • the veil being more flexible than the carrying structure and said at least four rods, strongly limits the risk of sudden and intense shocks to the carrying structure, which would reverberate throughout the device and damage it.
  • the link connecting the rods together also contributes to a damped reception of the shuttering panel and helps stabilize the shuttering panel on the sail by promoting entanglement or predominant support of an angle of the shuttering panel in or on the sail.
  • the link may be a separate and separable element of the veil, or on the contrary be inseparable from the veil (forming the periphery of the veil for example).
  • the second plane may be substantially parallel to the foreground.
  • said at least four rods can be interconnected by the same link.
  • said at least one link may be a metal cable.
  • a cable has good resistance to frictional wear and shear when it receives the peripheral frame of the shuttering panel.
  • a rope type of connection for example synthetic fibers such as polyamide or polypropylene in particular.
  • the veil can be a net.
  • a net has meshes through which the operator can better visualize if the relative layout of the formwork panel to receive and the device is satisfactory before release of the formwork panel. The risk of inadvertent fall of the formwork panel on the ground is thus reduced.
  • the meshes of the net are openings allowing entanglement or at least partial penetration of the corners of the peripheral frame of the shuttering panel, so as to provide a maintenance still precarious but sufficient of the formwork panel on the load-bearing head during the descent caused by the retraction of the mast.
  • the net may comprise meshes whose dimensions are between 4 cm and 40 cm. Such mesh sizes make it possible to ensure satisfactory entanglement or penetration (e) of the corners of the peripheral frame of the shuttering panel.
  • the web may be a net of synthetic fibers, preferably of polyamide or polypropylene.
  • a net has sufficient resistance to external climatic conditions (humidity and heat in particular), while being relatively light.
  • the veil can be a metal net. Although heavier than a synthetic fiber net, such a net is more resistant to frictional wear.
  • sails may be used, including sails with a solid surface (that is to say, devoid of through holes) or partially perforated, textile material woven or not. It is also possible to add, on at least one of the surfaces of this veil, a material having a good coefficient of friction with the metal frame (generally aluminum or aluminum alloy) of the shuttering panel.
  • This non-slip material may for example consist of a thin layer of natural or synthetic substances based on one or more polymers deposited on the web by coating or reported by gluing.
  • said at least four rods may define between them a rectangle, said rectangle may preferably have a width and a length greater than or equal to the width and length of the shuttering panel to be handled.
  • Such a device can be safely positioned (for the user) under the shuttering panel when the latter is still reliably supported by three props, or even a single stay, so that after receiving the shuttering panel on the veil, only one of the four rods is engaged in the inner space defined by the peripheral frame while the bulk of the formwork panel rests on the veil. Said rod can then come in lateral support against the peripheral frame of the shuttering panel in the case of relative "plane-to-plane" movements between the shuttering panel and the web, which has the effect of limiting the risks of falling of the shuttering panel .
  • the mast When the mast has been retracted to bring the shuttering panel within reach of the operator, the latter can thus orient the shuttering panel in an inclined manner to facilitate its portage in vertical orientation and storage on the edge. This reduces the efforts of operators.
  • the device may comprise means for adjusting the angle formed between the first plane and the first axial direction in the unloading position.
  • the rods may protrude beyond the web and away from the carrying structure.
  • the rods can better limit relative movements "plan on plan” between the formwork panel and the veil on which the formwork panel after its fall. This makes it possible to limit the risks of accidental fall of the formwork panel, even more so when the load-bearing head is tilting.
  • the rods protrude beyond the web and away from the carrying structure by a distance less than the distance in which the peripheral frame protrudes below the shuttering panel plate, preferably at a distance between about 2 cm and about 8 cm.
  • Such an overflow effectively limits the risks of coming into contact with the distal end of the rods with the plate of the shuttering panel.
  • Such an overflow also provides an obstacle of sufficient size on which can be supported laterally the peripheral frame of the shuttering panel in case of relative movements "plan on plan” between the shuttering panel and the sail.
  • the mast can be telescopic. Such an arrangement of the mast provides a great compactness of the device.
  • the retracted sections of the mast are adequately protected against shocks.
  • the mast can be extended or shortened by pneumatic means.
  • pneumatic means makes it possible to limit the noises in an already very sound environment.
  • the compressibility of the gas used contributes to the damping of shocks when a formwork panel drops on the load-bearing head.
  • the pneumatic means may advantageously comprise a bottle of compressed gas (air or CO 2 for example) embedded on the device, which is thus autonomous. Valves and a pressure regulator will allow you to deploy and retract the mast safely.
  • Such positioning makes it possible to ensure that, after receiving the shuttering panel on the web, only one of the four rods is engaged in the interior space defined by the peripheral frame while the majority of the shuttering panel rests stably. on the veil.
  • the carrying head is inclined in one direction so that said single rod is the farthest, or one of the farthest, away from the first end of the mast. .
  • the formwork panel is thus oriented in an inclined manner to facilitate its carrying in vertical or substantially vertical orientation and its storage on the edge.
  • the formwork panel can undergo a relative movement "plan on plan” (sliding) relative to the veil.
  • said single rod then bears laterally against the peripheral frame of the shuttering panel to wedge the shuttering panel and prevent it from falling.
  • an angle of the peripheral frame of the shuttering panel is inevitably supported on the net and, in case of relative movement "plan on plan” with respect to the net, comes entangled or penetrate at least partially in a mesh of the net.
  • the formwork panel is thus immovably held precariously but sufficiently on the load-bearing head to limit the risk of falling both during the lowering of the load-bearing head as at its inclination.
  • the shuttering panel 2 is more particularly visible on the Figures 4 to 7 and comprises a plate 3 on which the slab is to be cast, and a peripheral frame 4 protruding under said plate 3.
  • the device 1 comprises a mast 5 of adjustable length extending in a first axial direction II between a first end 5a and a second end 5b, integral at its first end with support means 6 (here with wheels) intended to rest on the floor, and provided at its second end 5b with a carrying head 7.
  • the carrying head 7 comprises a carrying structure 8 extending in a first plane P1.
  • the carrying structure 8 here comprises metal sections 8a and 8b forming an X cross whose ends are interconnected by auxiliary metal rods 8a 'to 8d' forming a rectangle.
  • Four rods 9 to 12 extend predominantly respectively in a longitudinal direction of elongation between proximal ends 9a-12a and respective distal ends 9b-12b. These rods 9 to 12 are integral with the carrying structure 8 according to their respective proximal end 9a-12a.
  • the rods 9 to 12 extend, in their longitudinal direction of elongation, away from said first plane P1 and away from the mast 5 to their respective distal end 9b-12b.
  • the carrying head 7 further comprises a web 13 stretched between the rods 9 to 12 and extending substantially in a second plane P2 located away from the first plane P1.
  • the second plane P2 is substantially parallel to the first plane P1.
  • the web 13 is shown with a certain arrow (forming a hollow in its center) which should in no way be considered neither necessary nor representative of the state of tension that must have the veil 13 for the operation of the device 1. This being so, it is often the configuration in which the veil 13 is located when a formwork panel rests on or after a number of shuttering panels have been resting on it.
  • the rods 9 to 12 of each pair ⁇ 9; 10 ⁇ , ⁇ 10; 11 ⁇ , ⁇ 11; 12 ⁇ and ⁇ 12; 9 ⁇ successive rods 9 to 12 of said four rods 9 to 12 are interconnected by a link 14a, 14b, 14c and 14d substantially disposed in the second plane P2.
  • the links 14a, 14b, 14c and 14d form a single link 14 interconnecting the four rods 9 to 12.
  • Link 14 is a wire rope.
  • the veil 13 is a net, having meshes whose dimensions are preferably between 4 cm and 40 cm. Good results have been obtained with a net having meshes of dimensions of 10 cm side.
  • the veil is a net of synthetic fibers, preferably polyamide or polypropylene.
  • a sail 13 of metal mesh type it is preferred to promote a prolonged resistance to wear.
  • the link 14 is separate and separable from the web 13.
  • the link 14 can thus be stretched quite strongly between the rods 9 to 12, independently of the net 13 which can be arranged loosely.
  • the link 14 could, however, be inseparable from the web 13, for example by forming the periphery of the web.
  • the four rods 9 to 12 define between them a rectangle of width L1 and length L2 which here are greater than or equal to the width L3 and length L4 of the formwork panel 2 to be handled ( figure 5 ).
  • a good compromise between the compactness of the load-bearing head 7 and ease of handling of the shuttering panel 2 in complete safety consists in choosing the widths L1 and length L2 which are at least about 10 cm higher than the widths L3 and length L4.
  • the carrying head 7 is connected to the mast 5 by first hinge means 15.
  • Locking means 16 can selectively lock the carrying head 7 in the carrying position and move the carrying head 7 towards the unloading position.
  • the locking means 16 comprise a spacer 17 connected to the carrying head 7 by second hinge means 18 allowing pivoting of the spacer 17 between a locking position ( figure 2 ) and a release position ( figure 3 ).
  • the device 1 comprises means 19 for adjusting the angle formed between the first plane P1 and the first axial direction II in unloading position.
  • the adjustment means comprise a screw 20 against which abuts the carrying head 7 at the end of tilting, and which thus defines the angle of the unloading position.
  • the rods 9 to 12 protrude beyond the veil 13 (thread) and away from the carrying structure 8.
  • the rods 9 to 12 protrude beyond the veil 13 and away from the carrying structure 8 at a distance d1 smaller than the distance d2 ( figure 5 ) that the peripheral frame 4 protrudes under the plate 3 of the shuttering panel 2.
  • the web 13 is fixed in an intermediate zone of the rods 9 to 12.
  • the distance d1 is between about 2 cm and about 8 cm.
  • the mast 5 is telescopic. Its deployment, holding in extended position and retraction are provided by pneumatic means 21 here comprising a compressed air cylinder whose output is provided with valves and a pressure regulator for supplying inner chambers to the telescopic mast 5. It will be possible to use a mast 5 such as that sold under the trade name SUPER HOIST by GENIE FRANCE.
  • each shuttering panel 2 is supported at each of its angles by means of four struts 23 .
  • a device 1 is provided as previously described.
  • the operator begins by removing the forestay that supported an angle of the formwork structure 22 (here the forestay that supported the angle A1 of the formwork panel 200.
  • the operator can then position the device 1 under the formwork panel 200 as illustrated on the Figures 4 to 6 , that is to say, so that only one of the rods 9 to 12 forming an angle of the rectangle, namely the rod 9, is placed in correspondence of the surface defined by the inside of the peripheral frame 4 of the shuttering panel 200.
  • the other rods 10 to 12 are, because of the dimensions L1 and L2 of the carrying head 7 with respect to the dimensions L3 and L4 of the shuttering panel 200, to exceed beyond the formwork panel 200.
  • the rod 9 is closer to an angle A2 of the peripheral frame of the shuttering panel than the other two adjacent angles A3 and A4 of the peripheral frame 4 of the shuttering panel 200, and the center of gravity G of the shuttering panel 200 is below the rectangle defined by the four rods 9 to 12.
  • the placement under the shuttering panel 200 is facilitated by the use of a net as a sail 13, which provides the operator a relatively easy visual perception of the posi relative positioning of the carrying head 7 and the shuttering panel 200.
  • a step b) the operator controls the pneumatic means 21 so as to deploy the mast 5 until placing the carrying head 7 near and under the shuttering panel 200, the carrying head 7 being held by the locking means 16 so that the first plane P1 is substantially perpendicular to the first axial direction II (carrying position).
  • the carrying head 7 is typically placed at a spacing of about 5 cm to about 20 cm under the shuttering panel 200.
  • a step c) the operator removes the props 23 arranged at the angles A2, A3 and A4 of the shuttering panel 200. This removal is made safely, the operator being protected by the carrying head 7 judiciously placed under most of the portage panel 200.
  • the shuttering panel 200 can, according to a first possibility, fall under the effect of gravity alone on the carrying head 7. According to a second possibility, the shuttering panel 200 can still adhere to the underside of slab cast and solidified and thus remains suspended despite the absence of any strut 23. In this case, the operator uses a pole to grip the shuttering panel 200 to take off the slab by pulling down to release the shuttering panel 200 which falls on the load-bearing head 7.
  • the fall of the shuttering panel 200 is stopped when the peripheral frame of the shuttering panel comes to rest in three support zones Z1 and Z2 on the link 14 while the angle A1 of the shuttering panel rests against the sail 13 ( figures 5 and 6 ).
  • the tensions of the link 14 and the web 13 are such that no contact occurs between the rigid parts of the carrying head 7 and the shuttering panel 200.
  • the reception of the shuttering panel 200 is thus damped by the link 14 and the web 13.
  • the shuttering panel 200 can be arranged in a natural way (by the simple effect of the gravity due to the position of the center of gravity G being below the rectangle defined by the four rods 9 to 12) obliquely relative to the plane P1, so as to "dive" at its angle A1 in the web or net 13 to better entangle or adhere (case of a veil with a coating layer to promote friction).
  • the operator controls the pneumatic means 21 so as to retract the mast 5 to lower the shuttering panel 200 within reach.
  • a subsequent step e the operator tilts the spacer 17 of the locking means 16 in the release position (as shown in FIG. figure 3 ), and inclines the carrying head 7 so that the first plane P1 is oblique with respect to the first axial direction II.
  • the tilting of the carrying head 7 is secured by a gas cylinder 24 ( figures 2 and 3 ) which avoids a sudden movement.
  • the carrying head 7 is inclined in one direction so that the rod 9 remains the furthest away (or rather one of the farthest with the rod 10) away from the first end 5a of the mast 5.
  • the shuttering panel 200 can be driven under the effect of the gravity of a "plane-to-plane” movement with respect to the web 13 to move from the position illustrated on the figure 6 at the position shown on the figure 7 .
  • This movement has a small amplitude and is quickly stopped by the contacting of the peripheral frame 4 against the rod 9 in a zone Z3 ( figure 7 ).
  • the angle A1 of the shuttering panel 200 is entangled or penetrates at least partly into a mesh of the net 13.
  • the shuttering panel is " wedged "on the carrying head 7 precariously but sufficient to prevent a fall on the ground or on the operator.
  • the operator can then seize the formwork panel 200, almost already disposed of singing, to go to put it on its edge in a rack of storage.
  • This gripping of the shuttering panel 200 can be done alone for a formwork panel of small width and / or weight, or two operators for a formwork panel width and / or greater weight.

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  • 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)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Claims (19)

  1. Vorrichtung (1) zur Handhabung einer Decken-Schaltafel (2, 200) oder dergleichen, die eine Platte (3) aufweist, die zur Aufnahme eines Deckenvergusses oder dergleichen dient und einen umlaufenden Rahmen (4) hat, der von der Platte (3) absteht, wobei die Vorrichtung (1) einen Mast (5) einstellbarer Länge hat, der sich in einer ersten Axialrichtung (I-I) zwischen einem ersten Ende (5a) und einem zweiten Ende (5b) erstreckt, wobei am ersten Ende (5a) Tragmittel (6) zur Abstützung auf dem Boden angebracht sind, während das zweite Ende (5b) einen Tragkopf (7) hat, der eine Trägerstruktur (8) aufweist, die sich in einer ersten Ebene (P1) erstreckt, wobei mit den zugeordneten proximalen Enden (9a-12a) der Trägerstruktur (8) wenigstens vier Pfosten (9-12) fest verbunden sind, die sich in ihrer Längrichtung von der ersten Ebene (P1) und von dem Mast (5) bis zu ihren entsprechenden distalen Enden (9b-12b) weg erstrecken, wobei der Tragkopf (7) einen Schirm (13) hat, der zwischen den vier Pfosten (9-12) angeordnet ist und im Wesentlichen in einer zweiten Ebene (P2) liegt, die von der ersten Ebene (P1) beabstandet ist, wobei der Schirm (13) flexibler als die Trägerstruktur (8) und die vier Pfosten (9-12) ist,
    dadurch gekennzeichnet, dass die Pfosten (9-12) jedes Paares von zwei aufeinander folgenden Pfosten der wenigstens vier Pfosten (9-12) miteinander verbunden sind durch ein Band (14; 14a-14d), das im Wesentlichen in der zweiten Ebene (P2) liegt und das flexibler ist als die Trägerstruktur (8) und die wenigstens vier Pfosten (9-12).
  2. Vorrichtung (1) nach Anspruch 1, dadurch gekennzeichnet, dass die zweite Ebene (P2) im Wesentlichen parallel zu der ersten Ebene (P1) verläuft.
  3. Vorrichtung (1) nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die wenigstens vier Pfosten (9-12) durch dasselbe Band (14) miteinander verbunden sind.
  4. Vorrichtung (1) nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass das wenigstens eine Band (14) ein Metallseil ist.
  5. Vorrichtung (1) nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass der Schirm (13) aus einem Netz besteht.
  6. Vorrichtung (1) nach Anspruch 5, dadurch gekennzeichnet, dass das Netz (13) Maschen hat, deren Abmessungen zwischen 4 cm und 40 cm liegen.
  7. Vorrichtung (1) nach Anspruch 5 oder 6, dadurch gekennzeichnet, dass der Schirm (13) aus einem Netz mit synthetischen Fasern besteht, vorzugsweise aus Polyamid oder Polypropylen.
  8. Vorrichtung (1) nach Anspruch 5 oder 6, dadurch gekennzeichnet, dass der Schirm (13) aus einem metallischen Netz besteht.
  9. Vorrichtung (1) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die wenigstens vier Pfosten (9-12) ein Rechteck bilden, dessen Breite (L1) und dessen Länge (L2) vorzugsweise größer oder gleich der Breite (L3) bzw. der Länge (L4) der zu handhabenden Schaltafel (2, 200) ist.
  10. Vorrichtung (1) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass der Tragkopf (7) durch Schwenkung um eine parallel zu der ersten Ebene (P1) verlaufende zweite Axialrichtung (II-II) selektiv verstellbar ist zwischen:
    - einer ersten Stellung, die eine Tragposition bildet, in der die erste Ebene (P1) im wesentlichen rechtwinklig zur ersten Axialrichtung (I-I) verläuft, und
    - einer zweiten Stellung, die eine Entladeposition bildet, in der die erste Ebene (P1) geneigt zur ersten Axialrichtung (I-I) verläuft.
  11. Vorrichtung (1) nach Anspruch 10, dadurch gekennzeichnet, dass diese Verstellmittel (19) für den Winkel zwischen der ersten Ebene (P1) und der ersten Axialrichtung (I-I) in der Entladeposition aufweist.
  12. Vorrichtung (1) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Pfosten (9-12) über den Schirm (13) und mit Abstand von der Trägerstruktur (8) hinausstehen.
  13. Vorrichtung (1) nach Anspruch 12, dadurch gekennzeichnet, dass die Pfosten (9-12) über den Schirm (13) und mit einem Abstand (d1) von der Trägerstruktur (8) hinausstehen, der kleiner ist als der Abstand (d2), mit dem der umlaufende Rahmen (4) über die Platte (3) der Schaltafel (2, 200) absteht, wobei der Abstand (d1) vorzugsweise zwischen etwa 2 cm und etwa 8 cm liegt.
  14. Vorrichtung (1) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass der Mast (5) teleskopisch ist.
  15. Vorrichtung (1) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass der Mast (5) durch pneumatische Mittel (21) verlängert oder verkürzt werden kann.
  16. Verfahren zur Wiederverwendung einer Schaltafel (2, 200) nach dem Ausschalen einer Deckenverschalung oder dergleichen, wobei die Schaltafel (2, 200) eine Platte (3), die zur Aufnahme eines Deckenvergusses oder dergleichen dient, und einen umlaufenden Rahmen (4) hat, der von der Platte (3) absteht, umfassend die nachstehen Schritte:
    a) Bereitstellung einer Vorrichtung (1) nach einem der Ansprüche 1 bis 15,
    b) Ausfahren des Mastes (5), bis sich der Tragkopf (7) in der Nähe und unter der Schaltafel (2, 200) befindet und so ausgerichtet ist, dass die erste Ebene (P1) im Wesentlichen rechtwinklig zur ersten Axialrichtung (I-I) verläuft,
    c) Befreien der Schaltafel (2, 200), damit diese auf den Tragkopf (7) fällt,
    d) Einziehen des Mastes (5), um die Schaltafel (2, 200) abzusenken.
  17. Verfahren nach Anspruch 16, dadurch gekennzeichnet dass:
    - die vier Pfosten (9-12) ein Rechteck bilden, dessen Breite (L1) und dessen Länge (L2) vorzugsweise größer oder gleich der Breite (L3) bzw. der Länge (L4) der zu handhabenden Schaltafel (2, 200) ist.
    - während des Schrittes b) der Tragkopf (7) so angeordnet wird, dass nur einer der Pfosten (9), die den Winkel des Rechtecks bilden, auf einer Ebene innerhalb des von dem umlaufenden Rahmen (4) der Schaltafel (2, 200) definierten Innenraumes liegt,
    - während eines weiteren Schrittes e) der Tragkopf (7) so geneigt wird, dass die erste Ebene (P1) zur ersten Axialrichtung (I-I) geneigt ist.
  18. Verfahren nach Anspruch 17, dadurch gekennzeichnet, dass während des Schrittes b) der Tragkopf (7) so angeordnet wird, dass:
    - sich der einzige Pfosten (9) näher an einer Ecke (A1) des umlaufenden Rahmens (4) der Schaltafel (2, 200) befindet als die zwei anderen, benachbarten Ecken (A3, A4) des umlaufenden Rahmens (4) der Schaltafel (2, 200),
    - sich der Schwerpunkt (G) der Schaltafel (2, 200) unter dem durch die vier Pfosten (9-12) definierten Rechteck befindet.
  19. Verfahren nach Anspruch 17 oder 18, dadurch gekennzeichnet, dass während des Schrittes e) der Tragkopf (7) in einer Richtung so geneigt wird, das der einzige Pfosten (9) von dem ersten Ende (5a) des Mastes (5) am weitesten entfernt oder einer der davon am weitesten entfernten Pfosten ist.
EP17205211.0A 2016-12-06 2017-12-04 Vorrichtung für das handling einer verschalungsplatte Active EP3333341B1 (de)

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FR1662027A FR3059692B1 (fr) 2016-12-06 2016-12-06 Dispositif pour la manutention d'un panneau de coffrage

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EP3333341B1 true EP3333341B1 (de) 2019-10-16

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Publication number Priority date Publication date Assignee Title
DE102022100754A1 (de) * 2022-01-13 2023-07-13 Peri Se Deckentisch zur wenigstens teilweisen Schalung einer Betondecke

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Publication number Priority date Publication date Assignee Title
DE1759423A1 (de) * 1968-04-29 1971-06-09 Laurenz Kistler Verfahren und Geraet zum Ausschalen von Schaltungen von Betondecken
FR2508522A1 (fr) * 1981-06-25 1982-12-31 Outinord St Amand Coffrage vertical a usages multiples
DE19602981C2 (de) * 1995-04-01 2002-02-07 Thyssen Huennebeck Gmbh Vorrichtung zum Einbauen und Ausbauen von Deckenschalungen
FR2867497A1 (fr) 2004-03-09 2005-09-16 Const De La Cote D Emeraude Dispositif d'aide au decoffrage
DE102012206353A1 (de) 2012-04-18 2013-10-24 Doka Industrie Gmbh Hebevorrichtung für Deckenschalungselemente sowie Verfahren

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FR3059692A1 (fr) 2018-06-08
EP3333341A1 (de) 2018-06-13

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