EP2875193B1 - Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire - Google Patents

Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire Download PDF

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Publication number
EP2875193B1
EP2875193B1 EP13718147.5A EP13718147A EP2875193B1 EP 2875193 B1 EP2875193 B1 EP 2875193B1 EP 13718147 A EP13718147 A EP 13718147A EP 2875193 B1 EP2875193 B1 EP 2875193B1
Authority
EP
European Patent Office
Prior art keywords
formwork
stop
anchoring
anchoring rod
locking device
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
EP13718147.5A
Other languages
German (de)
English (en)
Other versions
EP2875193A1 (fr
Inventor
Martin Berger
Volker KLEHR
Klaus Hagemes
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.)
Huennebeck Deutschland GmbH
Original Assignee
Huennebeck 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 Huennebeck GmbH filed Critical Huennebeck GmbH
Priority to EP16200065.7A priority Critical patent/EP3150779B1/fr
Priority to EP13718147.5A priority patent/EP2875193B1/fr
Priority to PL16200065T priority patent/PL3150779T3/pl
Publication of EP2875193A1 publication Critical patent/EP2875193A1/fr
Application granted granted Critical
Publication of EP2875193B1 publication Critical patent/EP2875193B1/fr
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Anticipated expiration legal-status Critical

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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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/007—Plugs to close openings in forms' surface
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/02—Connecting or fastening means for non-metallic forming or stiffening elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0651—One-piece elements
    • E04G17/0652—One-piece elements fully recoverable
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
    • E04G17/0657—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts fully recoverable
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/075—Tying means, the tensional elements of which are fastened or tensioned by other means
    • E04G17/0751—One-piece elements
    • E04G17/0752—One-piece elements fully recoverable
    • 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
    • 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
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G2009/028—Forming boards or similar elements with reinforcing ribs on the underside
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G2017/008—Pin and hole connection type
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/49616—Structural member making
    • Y10T29/49623—Static structure, e.g., a building component

Definitions

  • the invention relates to a method for mounting a wall formwork and an anchor system for a wall formwork for carrying out the method.
  • An anchor system in the context of the present invention is used in formwork technology in the concreting of reinforced concrete structures in order to mount wall formworks.
  • a wall formwork includes a formwork on the front and on the back of the formwork supporting elements such as side members, crossbar and frame. In the erected condition of a wall formwork, a longitudinal member extend in the vertical direction and a cross bar in the horizontal direction.
  • the two sides of a wall to be concreted are bounded by wall formwork.
  • the front of each wall formwork then adjoins the concrete with its formwork.
  • Opposing wall formworks are usually held by a plurality of anchor systems.
  • the anchor rods are inserted through openings in the wall formworks and attached at their ends to the respective formwork skin supporting elements by means of locking devices so that at least the force acting on the anchor rods during concreting tensile force is absorbed.
  • These openings passing through the wall formwork are also called anchor rod bores.
  • An adjustment formwork is a wall formwork, which is set up first. Following this, the closing formwork opposite the formwork is set up. Adjusting formwork and closing formwork are connected to one another during assembly by one or more anchor systems. Concrete is poured into the space between the shuttering and shuttering. By curing the concrete creates a wall.
  • an anchor rod on a thread on which nuts are screwed as Ankerfix micha.
  • the central region of such an anchor rod, to which concrete can adjoin during concreting advantageously has either a smooth surface or is at least wrapped during concreting by a sleeve with a smooth surface. Otherwise, a thread of an anchor rod would be embedded in concrete. The anchor rod can then no longer be easily pulled out of the hardened concrete.
  • the maximum effective length of the anchor rod and thus the thickness (thickness) of the wall to be concreted is therefore regularly determined by the length of the central anchor rod region with a smooth surface.
  • the pressure exerted on the formwork by the liquid concrete during concreting is dissipated via the nuts on the tie rods.
  • the tie rods are loaded on train.
  • Spacers may be placed between the shell skins in the volume of the wall to be concreted, which can absorb the compressive forces created during concreting, thereby ensuring that these compressive forces do not undesirably affect the wall thickness, i. Reduce.
  • the locking devices can be attached to the wall formwork, so that they are able to absorb pressure forces.
  • the anchor rod is released from a locking device and pulled out of the concrete wall. If necessary, the upper side of a closing formwork is previously hung, for example, on a hook of a crane, so that it does not fall over once all tie rods have been pulled out. For example, with the help of the crane, the wall formworks are finally suitably displaced to a next wall or another
  • the anchor systems are mounted or attached to the wall formwork again.
  • WO 2008/089737 A1 is an anchor system with two locking devices and an anchor rod for a wall formwork with a first and a second formwork element known.
  • the anchor rod has at its belden ends in each case a thread, which are screwed into the screw nut elements of the locking devices.
  • Each locking device comprises a dome plate which is fastened by means of fasteners to a rear side of a wall formwork.
  • the anchor system can therefore absorb both tensile forces and compressive forces of a wall formwork,
  • the publication WO 2008/089737 A1 discloses an anchor system for wall formwork having an anchor rod comprising a smooth central region and a locking device which can be bolted to one end of the anchor rod.
  • the publication DE 1 974 244 U shows another anchor system.
  • An additional claim relates to a stop for the anchor system.
  • the anchor rod of an anchor system at the end which is not pulled out by wall formwork for disassembly or vice versa for mounting in anchor rod holes is inserted, a grid for the production of different thickness walls.
  • a grid for the production of different thickness walls.
  • anchor rod first pushed through anchor rod holes of closing and setting formwork and the pushed-through end connected to a locking device and in particular screwed.
  • This locking device is preferably fixedly mounted on the back of the corresponding wall formwork, so for example screwed to a side rail of this wall formwork.
  • this wall formwork is a setting formwork, so as to be able to assemble particularly quickly.
  • the anchor rod is connected at a predetermined position with the locking device, such as bolted. In order to find the predetermined position quickly and easily, there is preferably a stop. If the pushed-through end of the anchor rod reaches the stop, the predetermined position has been reached. In the case of a screw connection, the stop prevents further screwing in. In this embodiment, the anchor rod is thus screwed in the maximum possible way in the thread of the locking device.
  • the not inserted end of the anchor rod is connected to the locking device provided here on the opposite side so that this connection is aligned with the selected grid. It is so particularly quickly and easily set the desired distance between the two formwork.
  • the wall with the desired thickness can be cast as soon as both locking devices contact the respective rear wall, in principle the rear wall of a supporting element. If the locking devices are firmly mounted on the respective wall formwork, then they contact the back of the respective wall formwork.
  • an actuator is provided for alignment with a grid dimension, which is positioned according to grid.
  • the actuator is in a simple embodiment, a screw, the is moved by screws in a position according to grid.
  • the actuator may be a sleeve through which the anchor rod is inserted.
  • the anchor rod may comprise a plurality of holes which have a distance from each other.
  • the actuator is in a position according to grid, so the actuator is fixed in a simple embodiment by means of a splint, a screw or a bolt.
  • the pin or split pin is inserted, for example, for fixing through a hole of the actuator and the hole in the anchor rod so that thereby the actuator can not be released from its position.
  • the actuator and / or the holes in the anchor rod may include a thread to fix the actuator by means of a screw,
  • the actuator is in a position according to grid, the actuator is directly or indirectly connected to the back of the adjacent wall formwork.
  • the wall formwork is thus moved to the position required to make a wall of desired wall thickness.
  • one or more screws may be provided which pass through suitably arranged holes in the actuator and are screwed into designated threads on the back of the adjacent formwork.
  • the part of an anchor system which is pulled out for disassembly of a wall formwork, in addition to the anchor rod basically comprises a locking device or at least a part thereof.
  • the anchor rod is inserted into anchor rod holes of closing and setting formwork.
  • the aforementioned locking device or a part thereof has not been released from the anchor rod, so this locking device or the corresponding part thereof is connected to the anchor rod when the anchor rod for the purpose of mounting by said anchor rod holes is plugged.
  • This part of the locking device which is preferably not solved by the anchor rod in the context of assembly and disassembly, basically includes the actuator. Assembly and disassembly can be carried out very quickly.
  • Each locking device is in the assembled state at the back of a wall formwork for receiving forces.
  • the locking device which is connected to the inserted end of the anchor rod, is preferably attached to the back of a setting formwork.
  • the other locking device which is dissolved in whole or in part together with the anchor rod for the purpose of disassembly of the wall formworks, is preferably provided on the back of a shuttering to optimize disassembly.
  • each locking device is attached to the back of a wall formwork, so for example by means of a screw so that the anchor system is able to absorb both compressive forces and tensile forces.
  • a locking device can be firmly connected to the anchor rod.
  • each locking device is releasably connected to the anchor rod and in particular by means of a screw connection in order to optimize effective lengths of the anchor rod can.
  • each locking device of the anchor system can thus be preferably detached from the anchor rod and / or fixed in different positions at one end of the anchor rod, so for example by screws to optimize effective lengths of the anchor rod.
  • each locking device has a fastening device for fastening the locking device to a wall formwork.
  • the fastening device comprises in particular a screw with which a locking device can be screwed to a supporting element of a wall formwork.
  • at least one, preferably both locking devices comprises an at least partially planar, in particular provided by a dome plate underside, which rests flat in the assembled state of the wall formwork or on a supporting element of the wall formwork.
  • the dome plate is preferably movably connected to a thread, which can be bolted to an anchor rod end. The thread may preferably be moved in a manner similar to the calotte plate.
  • the thread of the locking device is non-rotatably mounted on the dome plate.
  • an inserted into wall formworks end of an anchor rod can be screwed into the thread without the thread rotates undesirable.
  • the locking device which is pre-mounted on the back of a wall formwork, in particular the setting formwork, i. is to be attached, in order to subsequently connect an inserted by closing and setting formwork end of an anchor rod with this locking device, in particular to screw.
  • a supporting element of a wall formwork basically consists of a metallic hollow profile, in particular a profile with a rectangular, square cross-section or hat-shaped cross-section. Walls of such a profile are provided with one or more anchor rod holes for passing an anchor rod which also passes through the formwork skin of the wall formwork.
  • the locking device is attached to a supporting element which extends vertically in the set up, so as to be able to anchor in particular at a particularly suitable location along the entire height of a setting formwork.
  • a locking device is attached to the beginning of a mounting on the back of a setting formwork, since this is the speed of a Mounting maximized.
  • a mechanic is on the side of the shuttering. He can then install anchor rods immediately.
  • the one end of the anchor rod on a plurality of grooves or holes, which form the grid.
  • an adjusting nut is screwed.
  • the adjusting nut holds a lock nut, in particular by a flange.
  • a stop is pushed into or attached to one of the grooves or holes so that the stop can not be displaced along the longitudinal axis of the anchor.
  • the adjusting nut is moved in the direction of the stop by means of screws until it reaches and fixes the stop.
  • the fixing can be achieved by friction or adhesion.
  • the fixing is preferably carried out alternatively or additionally by positive locking. Fixing ensures that the stop can not fall out of its position. By reaching and fixing the stop is further achieved that simply and reliably the desired position is found, which can be achieved for the production of a desired wall thickness. Subsequently, the lock nut is screwed onto a thread, which is connected to the back of the adjacent formwork. This formwork is moved to the desired position in order to produce a wall with the desired wall thickness can.
  • lock nut and adjusting nut are in particular between the stop and the adjacent formwork.
  • the stop preferably has a recess into which the adjusting nut can be moved with a section by means of screws. Is this section of the adjusting nut in the recess of the stop, so the stop no longer be released from the groove or bore.
  • the adjusting nut may also have a recess into which a part of the stopper arrives so as to fix it.
  • this design is structurally a little more complex.
  • An anchor system suitable for carrying out the method comprises an anchor rod and at least one locking device.
  • One end of the anchor rod comprises a grid, which is formed in particular by grooves and / or holes.
  • an adjusting nut and a lock nut is provided for this end of the anchor rod in particular a stop.
  • the system further comprises in particular a thread on which the lock nut can be screwed.
  • the thread can be attached directly or indirectly to the back of a formwork.
  • the thread is preferably connected to a dome plate.
  • the dome plate is then preferably such and arranged that it can be attached to the back of a formwork, and in particular on a metal carrier or bolt of the formwork.
  • the anchor system for each end of the anchor rod comprises a locking device which can be released from the anchor rod.
  • the locking device which is connected to the end of the anchor rod, a sleeve or bore through which the anchor rod for assembly can be pushed through without having to screw.
  • the anchor rod can be pushed so particularly fast with its designated end through the two wall formworks for the purpose of assembly.
  • the sleeve comprises an external thread, which is screwed with a lock nut, in order to connect the end of the anchor rod not inserted through wall formworks with the sleeve.
  • the sleeve is in turn indirectly or directly preferably connected to the back of the corresponding wall formwork.
  • the sleeve is connected to a dome plate so that the sleeve can be moved relative to the dome plate as a joystick, so as to easily the sleeve for a To be able to align the guidance of the anchor rod.
  • the dome plate is then preferably attached to the back of the corresponding wall formwork and that is usually attached to the back of a closing formwork, preferably by means of a screw, in order to assemble so fast, easy and reliable.
  • the locking device comprises an actuator, preferably an adjusting nut, which is screwed onto the not inserted end of the anchor rod.
  • the actuator is adjusted according to grid size, preferably by screwing the adjusting nut to the intended grid.
  • the adjusting nut is then screwed in the direction of the stop until the stop prevents further screwing.
  • the anchor rod is then inserted through closing formwork and shuttering and connected to the locking device on the corresponding rear wall formwork.
  • the rear wall formwork is basically the setting formwork.
  • the lock nut suitably connected counter nut is screwed onto the external thread of the sleeve, and preferably in the maximum possible way.
  • the corresponding wall formwork which is preferably a closing formwork, is now aligned exactly.
  • the lock nut has wings in order to screw the lock nut at least initially quickly. If necessary, the lock nut is finally screwed by means of tools.
  • a stop can be positioned quickly and reliably according to grid dimension by extending in the aligned state, a wall portion of the stopper into a corresponding groove. The stopper is then held in its intended position so that it is able to serve as a stop for an actuator.
  • the stopper preferably has an opening with a region which allows a rapid displacement along the anchor rod until a desired grid position is reached.
  • both components include flanges that serve each other as a stop.
  • the lock nut is screwed onto the externally threaded sleeve, the flange of the lock nut is moved against the actuator's flange. Finally, when the two flanges come into contact with each other, further tightening of the counter nut will cause alignment of the associated wall formwork.
  • the grid has, in one embodiment, indicia that represent the thickness of walls.
  • the markings are present in particular in the form of numbers that correspond to the assigned wall thicknesses or thicknesses. For example, in one embodiment, grooves of pitch are provided with such markings.
  • the stop has a recess into which a part of the adjusting nut can be moved during assembly. By moving in, the stop is prevented by positive locking and thus particularly reliable from being released from its position.
  • the anchor system is basically made of metal or at least predominantly of metal.
  • FIG. 1 Sectionally, the back of a closing formwork with a side member 1 and cross bar 2 is shown, which are attached to the back of a formwork skin 3.
  • an anchor rod. 4 pushed in and fastened with a locking device on the longitudinal member 1.
  • the locking device comprises a dome plate 5 to which a sleeve 6 is externally threaded so that the sleeve 6 can be moved relative to the dome plate 5 joystick-like, so as to be able to align the sleeve 6 for the anchor rod 4, if necessary suitable.
  • the dome plate 5 is bolted to the longitudinal bar 1.
  • a two-wing nut 8 is screwed.
  • the position of the two-blade nut 8 is fixed by a grooved pin 9, which leads laterally from a bore of the nut 8 in the anchor rod 4 and is held by force fit by means of press fit.
  • the two-wing nut simplifies the screwing of the inserted end of the anchor rod in a thread of a locking device, which is provided on the side of the setting formwork.
  • a suspension 10 is connected, which is arranged adjacent to the two-wing nut 8.
  • the two hook-shaped ends 11 of the suspension 10 can be threaded into upper holes 12 in cross bars, so as to connect the tie rod together with in the FIG. 1 visible locking device together with two-leaf nut 8 to hang after disassembly and especially while handy next to the anchor rod hole through which the anchor rod 4 is passed.
  • the locking device comprises an adjusting nut 13, a z. B. dreierielige lock nut 14 with internal thread, which can be screwed onto the external thread of the sleeve 6.
  • the anchor rod comprises a plurality of holes through which the split pin 15 can be inserted therethrough. The holes form a grid to align wall formworks for typical wall thicknesses easily and quickly.
  • the formwork 1, 2, 3 is moved to the position that is required to produce the desired wall with the desired wall thickness.
  • wing 16 With the help of a perpendicular projecting from the anchor rod end wing 16 a previously extracted from the wall formwork part of an anchor system can be mounted in a hole 12 of a cross bar 2, as the Figures 2 and 3 clarify.
  • a projecting wing 16 is preferably part of the two-winged wing nut 8, which has been screwed onto the end of the thread 17 of the anchor rod 4.
  • Each wing 16 has a suspension with a first downwardly projecting portion 18 of circular diameter. At the lower end of the downwardly projecting portion 18 of the suspension there is a plate-shaped, flat portion 19 of the suspension, which projects laterally from the wing 16 and perpendicularly from the area 18 with the circular diameter.
  • Such a suspension with the area 18 and the portion 19 may as well as the Figures 2 and 3 make clear in a hole 12 in a reachable from above the side wall of a horizontally extending cross member 2, so as to mount the corresponding part of the anchor system on the back of a shutter at the desired position reliably and stably.
  • the region 18 with the circular cross section is adapted to the cross section of a hole 12 and fills it in the suspended state to more than 50%.
  • the underside of each wing 16 is flat so that it is flat as in FIG. 3 shown can rest on a side wall of a cross bar 2.
  • the distance between the anchor rod 4 with the thread 17 and the suspension with the area 18 corresponds to the distance of a hole 12 to the back 20 of the cross bar 2, so that an anchor rod 4 with the thread 17 in the suspended state adjacent to the cross bar 2 which stabilizes the position of the hinged tie rod 4.
  • the wings of the wing nut 8 can be used to manually twist an anchor rod at least initially. Increases the required force too much, so the head of the wing nut 8 can be rotated using tools.
  • the thread 17 of the anchor rod 4 is interrupted at regular intervals by a circumferential groove to hook a stop here can.
  • FIG. 2 and 3 show a hole 22 in the nut 8, in which a grooved pin 9 is beaten.
  • a bore 23 is shown in the anchor rod 4, in which the notched pin 9 passes in order to fix.
  • the Indian FIG. 4 anchor rod 4 shown in detail comprises a smooth central region 24, which may enter into the concrete of a concrete wall to be produced.
  • the adjacent to the thread 21 end 25 of the anchor rod is advantageously designed as a polygon to this supplementally using tools, such as a wrench to turn if necessary can.
  • the adjusting nut 13 comprises at one end a circumferentially protruding flange 26 which serves as a stop for an inwardly directed flange 27 (see FIG. 1 ) serves.
  • the adjusting nut 13 comprises an internal thread, which can be screwed onto the thread 17 of the anchor rod 4.
  • a stop 28 has a recess with a round portion 29 and an associated elongated, tapering towards the end further region 30.
  • the thread 17 can be threaded into the round area.
  • the elongated area can be hung in grooves 21.
  • the grooves 21 form a grid in order to make the alignment of wall formworks for typical wall thicknesses quickly and easily.
  • the stop 28 is then secured against displacement along the anchor rod 4.
  • the adjusting nut 13 preferably also includes designed as a polygonal area to screw the adjusting nut using tools can.
  • FIG. 4 shows the components of an anchor system, which are pulled out and hung for disassembly. It is then regularly advantageous not necessary to solve connections between Kalottenplatten and wall formworks.
  • the FIG. 5 shows a section of an adjusting formwork 40 with a locking device 41 attached thereto.
  • the positioning formwork 40 has a formwork skin 42 on the front side.
  • the locking device 41 is secured to a longitudinal member 43 by means of a screw 44 and a bolt 45 which engage in holes in the side member suitable.
  • the screw 44 is inclined so that no thread in the corresponding hole of the longitudinal member 43 is required to secure the locking device 41 to the longitudinal member 43.
  • the locking device 41 is suitably arranged for connection to an anchor rod above an anchor rod bore 46, through which the end 48 of an anchor rod 4 is inserted for assembly. After the end 48 of an anchor rod 4 has been inserted through the bore 46, this end 48 is then connected to the locking device 41 and indeed screwed in the rule.
  • the locking device has a region 47 through which a bore perpendicular or at least substantially perpendicular passes through and therefore in the Figures 5 and 6 is not visible.
  • FIG. 6 illustrates that a hole in the corresponding locking device 41 is sufficient to realize the advantage that for mounting the anchor system with the anchor rod 4 can be kept ready to hand at a particularly suitable location without having to operate a large technical effort.
  • the hole in the area 47 not only allows attaching the pull-out portion 4, 27 of the anchor system on this locking device 41 and thus also on the back of the formwork 40, when this locking device 41 as in the Figures 5 and 6 shown attached to the back of a longitudinal member 43.
  • the bore is arranged and arranged so that the anchor rod 4 in the erected state shown the setting formwork 40 is substantially perpendicular when the tie rod 4 as in the FIG. 6 has been inserted into the hole and the locking device 41 is attached to the back of the shuttering 40.
  • the bore is also such that the end 48 of the anchor rod 4, which has been inserted through the bore, for example, in the context of disassembly, on a cross bar 49 of the wall formwork 40 touches.
  • the end 48, which has been inserted, is not opposite the back of the wall formwork 40 as shown.
  • the bore is such that the anchor rod 4 forms an acute angle with the back of the wall formwork 40 as shown when the tie rod 4 has been attached to the locking device 41.
  • the part of the anchor system, which must be detected for pulling out the pull-out part 4, 27 of the anchor system, is then particularly easy to reach.
  • FIG. 7 shows a particularly preferred embodiment of a stop 28.
  • the stop 28 which in the FIG. 4 is shown, this has a recess or passage with a region 29. Connected thereto is a region 30 passing through the stop, which has a smaller diameter than the region 29.
  • the region 30 can be suspended in a groove 21 of an anchor rod so that the stop 28 can no longer be displaced along the anchor rod.
  • the diameter of the region 30 is selected so that the anchor rod can be inserted therethrough.
  • adjusting nut 13 in the direction of stop 28th moves, so finally reaches the part of the adjusting nut 13 which projects from the flange 26, into the recess 60 into it.
  • the recess 60 adjoins the two recesses or passages 29 and 30 in such a way that the stop 28 can not be released from the anchor rod when the aforementioned part of the adjusting nut 13 has been screwed into the recess 60.
  • the stop 28 is then fixed by positive locking.
  • FIG. 7 illustrates that the passage 29 with the larger diameter adjacent to the edge of the recess 60.
  • the passage 30 with the smaller diameter is not adjacent to the edge of the recess 60. This allows the desired fixation.
  • the passage 29 with the larger diameter approaches closer to the edge of the recess 60 than the passage 30 with the smaller diameter in order to enable the positive fixing in a technically simple manner.
  • the region of the adjusting nut 13, which protrudes from the flange 26, is preferably designed as a polygon. If the adjusting nut has been moved into the recess 60 in a maximally possible manner, a region designed as a polygonal stop preferably remains between the stop 26 and the lock nut 14, which can be reached by a tool in order to be able to screw the adjusting nut 13 with the aid of tools.

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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)
  • General Engineering & Computer Science (AREA)

Claims (11)

  1. Système d'ancrage comprenant une barre d'ancrage (4), un dispositif de blocage (5, 6, 7, 8, 13, 14, 15, 41) et une dimension modulaire (21) pour fabriquer des parois ayant une épaisseur désirée, la dimension modulaire étant formée par une pluralité de gorges (21) et/ou une multitude de perçages sur ou dans la barre d'ancrage (4), dans lequel le système d'ancrage comprend un vérin (13) pouvant être vissé sur une extrémité de la barre d'ancrage ainsi qu'une goupille fendue (15) ou une butée (28), le vérin (13) pouvant être positionné selon la dimension modulaire par moyen de la goupille fendue ou la butée (28),
    et dans lequel le système d'ancrage comprend un manchon avec filetage (6) ainsi qu'un écrou de verrouillage (14) pouvant être vissé sur le filetage, l'action de visser l'écrou de verrouillage (14) sur le filetage ayant pour effet qu'une bride (27) de l'écrou de verrouillage (14) est déplacée contre une bride (26) du vérin.
  2. Système d'ancrage selon la revendication précédente, caractérisé en ce que la partie du système d'ancrage susceptible d'être retirée comprend une barre d'ancrage (4), une goupille fendue (15) ou une butée (28), un écrou de verrouillage (14), un vérin (13) et/ou une vis papillon (8).
  3. Système d'ancrage selon l'une des deux revendications précédentes, caractérisé en ce que le système d'ancrage comprend une butée ayant un premier et un deuxième passage (29, 30), l'un passage (30) comprenant un diamètre plus faible que l'autre passage (29), les deux passages étant reliés l'un à l'autre, de sorte que la barre d'ancrage (4) peut être déplacée en va-et-vient entre les deux passages, comprenant un évidement (60), qui est adjacent aux deux passages (29, 30), de sorte qu'un écrou de réglage (13) vissé sur la barre d'ancrage (4) peut être vissé dans l'évidement (60) pour fixer la butée (28) par complémentarité de formes.
  4. Système d'ancrage selon l'une des revendications précédentes, caractérisé par une butée ayant un premier et un deuxième passage (29, 30), l'un passage (30) comprenant un diamètre plus faible que l'autre passage (29), les deux passages étant reliés l'un à l'autre, de sorte que la barre d'ancrage (4) peut être déplacée en va-et-vient entre les deux passages, comprenant un évidement (60), qui est adjacent aux deux passages (29, 30), de sorte qu'un écrou de réglage (13) vissé sur la barre d'ancrage (4) peut être vissé dans l'évidement (60) pour fixer la butée (28) par complémentarité de formes.
  5. Système d'ancrage selon la revendication précédente, caractérisé en ce que le passage (30) comprenant le diamètre plus faible n'est pas adjacent au bord de l'évidement (60).
  6. Système d'ancrage selon l'une des deux revendications précédentes, caractérisé en ce que le passage (29) comprenant le diamètre plus élevé est adjacent au bord de l'évidement (60).
  7. Système d'ancrage selon l'une des deux revendications précédentes, caractérisé en ce que le passage (29) comprenant le diamètre plus élevé se trouve plus proche du bord de l'évidement (60) que le passage (30) comprenant le diamètre plus faible.
  8. Procédé de montage d'un coffrage de mur (1, 2, 3, 40), qui comprend un premier et un deuxième coffrage (1, 2, 3) ainsi qu'un système d'ancrage selon l'une des revendications précédentes, comprenant les étapes de :
    • placer les deux coffrages de mur (1, 2, 3, 40) en vis-à-vis l'un de l'autre,
    • pousser une barre d'ancrage (4) comprenant une dimension modulaire (21) à travers des perçages de barre d'ancrage dans les deux coffrages de mur (1, 2, 3, 40), de sorte que l'extrémité de la barre d'ancrage (4), qui n'a pas été poussée à travers des perçages, comprend la dimension modulaire (21),
    • relier l'extrémité de la barre d'ancrage (4) poussée à travers des perçages à un dispositif de verrouillage (41), qui se trouve sur le côté arrière de l'un coffrage (40),
    • relier l'extrémité de la barre d'ancrage (4), qui n'a pas été poussée à travers des perçages, au dispositif de verrouillage prévu ici (5, 6, 7, 8, 13, 14, 15), de sorte que cette liaison est ajustée selon la dimension modulaire sélectionnée,
    • relier le dispositif de verrouillage ajusté selon la dimension modulaire au coffrage adjacent (1, 2, 3), caractérisé en ce qu'
    - après avoir relié l'extrémité de la barre d'ancrage (4) poussée à travers des perçages au dispositif de verrouillage (41), qui se trouve sur le côté arrière de l'un coffrage (40), l'extrémité de la barre d'ancrage (4), qui n'a pas été poussée à travers des perçages, comprend une pluralité de gorges (21) ou de perçages, qui forment la dimension modulaire, un écrou de réglage (13) étant vissé sur cette extrémité comprenant la dimension modulaire (21), l'écrou de réglage retenant un écrou de verrouillage (14), notamment par moyen d'une bride (26),
    - une butée (28) est poussée dans une des gorges (21) ou des perçages ou est montée ou disposée sur une des gorges ou l'un des perçages, de sorte que la butée (28) ne peut pas être déplacée le long de l'axe longitudinal de la barre d'ancrage (4),
    - l'écrou de réglage (13) est déplacé par vissage dans la direction de la butée (28) jusqu'à ce que celui-ci arrive à la butée (28) et la fixe notamment,
    - l'écrou de verrouillage (14) est ensuite vissé sur un filetage (6), qui est relié au côté arrière du coffrage adjacent (1, 2, 3).
  9. Procédé selon la revendication 1, caractérisé en ce que lors du passage de la barre d'ancrage (4) à travers les perçages, un vérin (13), un écrou de verrouillage (14) et une butée (28) sont reliés à l'extrémité de la barre d'ancrage comprenant la dimension modulaire (21).
  10. Procédé selon l'une des revendications précédentes, caractérisé en ce que lors du passage de la barre d'ancrage (4) à travers les perçages, une vis papillon (8) est vissée sur l'extrémité comprenant la dimension modulaire (21).
  11. Procédé selon l'une des revendications précédentes, caractérisé en ce que lors du passage de la barre d'ancrage (4) à travers les perçages, une plaque de calotte (5) d'un dispositif de verrouillage est respectivement fixée sur les deux côtés arrière des deux coffrages de mur (1, 2, 3, 40).
EP13718147.5A 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire Active EP2875193B1 (fr)

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EP16200065.7A EP3150779B1 (fr) 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire
EP13718147.5A EP2875193B1 (fr) 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire
PL16200065T PL3150779T3 (pl) 2012-07-18 2013-04-12 Montaż szalunku ściennego i system kotwiący z podziałem

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DE102012212607.4A DE102012212607A1 (de) 2012-07-18 2012-07-18 Befestigbares Ankersystem einer Wandschalung und Verfahren
PCT/EP2013/053551 WO2014012681A1 (fr) 2012-07-18 2013-02-22 Système d'ancrage fixable pour coffrage de mur et procédé
PCT/EP2013/057692 WO2014012685A1 (fr) 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire
EP13718147.5A EP2875193B1 (fr) 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire

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EP16200065.7A Division EP3150779B1 (fr) 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire

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Families Citing this family (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102012212603A1 (de) * 2012-07-18 2014-01-23 Harsco Infrastructure Services Gmbh Arretiervorrichtung mit Wandschalungsbefestigungseinrichtung und Verfahren
USD804268S1 (en) * 2014-09-12 2017-12-05 Probrace Systems Limited Concrete formwork brace
DE102016205836A1 (de) 2016-04-07 2017-10-12 Hünnebeck GmbH Haken zum Versetzen von Schalungselementen
CN108019038A (zh) * 2017-12-06 2018-05-11 中建四局第三建筑工程有限公司 一种边模固定装置及边摸固定施工方法
FR3079540B1 (fr) * 2018-03-29 2021-10-29 Outinord St Amand Dispositif de coffrage a montage ameliore
DE102018205384A1 (de) 2018-04-10 2019-10-10 Hünnebeck GmbH Montage einer Wandschalung, Ankersystem und Hülse
IT201800006063A1 (it) * 2018-06-06 2019-12-06 Assieme di bloccaggio per il bloccaggio di un tirante e assieme di tirante
US11142905B2 (en) 2018-07-11 2021-10-12 Schuter Systems L.P. Systems for recessing subfloor structures
CN109296200B (zh) * 2018-08-02 2023-12-05 上海建工集团股份有限公司 大模板退模系统及其使用方法
US10975585B2 (en) * 2018-10-15 2021-04-13 Peri Formwork Systems, Inc. Connection assembly for formwork
DE102019104315A1 (de) * 2019-02-20 2020-08-20 Paschal-Werk G. Maier Gmbh Schalungselement und Schalungsbaukasten
DE102019211774A1 (de) * 2019-08-06 2021-02-11 Noe-Schaltechnik Georg Meyer-Keller Gmbh + Co. Kg Ankermutter, Rahmenschalung und Verfahren zu deren Montage
CN110847604B (zh) * 2019-11-29 2021-03-09 宁波市鄞州金本机械有限公司 一种建筑模板紧固套件
CN111622497B (zh) * 2020-06-22 2024-10-18 中国五冶集团有限公司 一种大角度向外倾斜墙体单侧模板结构
CN112459114A (zh) * 2020-11-19 2021-03-09 晟通科技集团有限公司 滑模
EP4033051B1 (fr) 2021-01-22 2023-06-07 ULMA C y E, S. COOP. Ensemble coffrage pour un coffrage vertical
CN113279578B (zh) * 2021-06-02 2023-01-24 中冶建工集团(天津)建设工程有限公司 一种人防门吊钩穿过用孔洞封堵方法
CN113356552B (zh) * 2021-06-29 2022-10-25 中铁八局集团第一工程有限公司 基于可调式拉杆悬挑架的施工方法
CN113700300A (zh) * 2021-09-14 2021-11-26 徐亮 一种建筑模板快拆体系及多层复用关模方法
CN114856186B (zh) * 2022-04-02 2024-03-19 广东天凛高新科技有限公司 一种模板快速定位锁紧和拆卸的对拉装置及其应用方法
CN115110768B (zh) * 2022-08-16 2023-05-02 国网湖北省电力有限公司黄石供电公司 一种电力承载墙施工中的钢模板拆除机构及使用方法

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3327988A (en) * 1964-11-27 1967-06-27 William C Bridges Self-drilling tie rod for concrete construction forms
DE1974244U (de) * 1967-10-10 1967-12-07 Oesterr Doka Schalung Wiedergewinnbarer schalungsanker fuer betonschalungen mit zwei auf seinem ankerstab sitzenden ankerplatten.

Family Cites Families (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE484697A (fr) *
US2048151A (en) * 1934-10-09 1936-07-21 Emma De Vowe Concrete form appliance
US2164592A (en) * 1937-07-12 1939-07-04 Pilj Carl Clamp for concrete wall forms
US2709292A (en) * 1951-09-06 1955-05-31 Raymond L Otti Clamp for concrete forms
US2794234A (en) * 1954-04-16 1957-06-04 George F White Concrete form tie
FR70467E (fr) 1956-08-31 1959-05-06 Procédé pour la construction des murs ou cloisons et dispositif pour la mise en oeuvre de ce procédé
FR1394168A (fr) 1964-02-18 1965-04-02 Perfectionnements aux moules utilisables notamment pour la construction de murs ou cloisons
AU6337373A (en) * 1973-12-07 1975-06-12 Barber H J Formwork ties
US4018023A (en) * 1974-03-06 1977-04-19 The Carborundum Company Ceramic elements and insulation assembly including such elements
US3981476A (en) * 1975-02-06 1976-09-21 Symons Corporation Spreader clip assembly for a concrete wall form
US4553729A (en) * 1981-12-04 1985-11-19 Symons Corporation Multi-panelled concrete forming structure for forming flat curved walls
DE3604252A1 (de) * 1986-02-11 1987-08-13 Peri Werk Schwoerer Kg Artur Befestigungsvorrichtung bei betonschalelementen
DE10336414B4 (de) * 2003-08-08 2006-06-01 Peri Gmbh Ankersystem einer Betonwandschalung
EP1541781A1 (fr) * 2003-12-08 2005-06-15 Hünnebeck GmbH Système de coffrage avec ancre de serrage, ancre de serrage et procédé de montage du système de coffrage
DE102004001091A1 (de) 2004-01-05 2005-08-04 Peri Gmbh Schalungssystem
DE102005022335A1 (de) * 2005-05-13 2006-11-16 Doka Industrie Gmbh Schalungsanker sowie Verfahren zum Verankern von Schalungselementen und Verfahren zum Lösen eines Schlalungsankers
US20080011698A1 (en) * 2006-04-06 2008-01-17 Doug Simon Hitch accessory storage device
DE102007004226B3 (de) 2007-01-27 2008-09-04 Peri Gmbh Ankersystem einer Betonwandschalung
FR2913998B1 (fr) * 2007-03-20 2009-06-05 Hussor Soc Par Actions Simplif Dispositif de maintien de tige exterieur
US20080307735A1 (en) * 2007-06-15 2008-12-18 Trimmer Douglas E System for securing concrete form panels
KR20100126002A (ko) 2009-05-22 2010-12-01 최재주 갱폼의 하부 타이 볼트용 지지장치
CO6290099A1 (es) * 2009-12-10 2011-06-20 Pimiento Efrain Rojas Sistema de encofrado metalico graduable para estructuras en concreto
DE102010002108A1 (de) * 2010-02-18 2011-08-18 Peri GmbH, 89264 Ankersystem einer Betonwandschalung
US20130019443A1 (en) 2011-07-19 2013-01-24 Clinton Gomes Recessed or Self-Rimming Sink Support Tool

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3327988A (en) * 1964-11-27 1967-06-27 William C Bridges Self-drilling tie rod for concrete construction forms
DE1974244U (de) * 1967-10-10 1967-12-07 Oesterr Doka Schalung Wiedergewinnbarer schalungsanker fuer betonschalungen mit zwei auf seinem ankerstab sitzenden ankerplatten.

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US20150176634A1 (en) 2015-06-25
US9637938B2 (en) 2017-05-02
EP3150779B1 (fr) 2019-07-03
WO2014012681A1 (fr) 2014-01-23
EP2875192B1 (fr) 2017-03-29
EP3150779A1 (fr) 2017-04-05
ES2624437T3 (es) 2017-07-14
WO2014012685A1 (fr) 2014-01-23
EP2875192A1 (fr) 2015-05-27
EP2875193A1 (fr) 2015-05-27
US9677290B2 (en) 2017-06-13
PL2875192T3 (pl) 2017-07-31
PL3150779T3 (pl) 2019-11-29
US20150167330A1 (en) 2015-06-18
DE102012212607A1 (de) 2014-02-06

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