EP2875193B1 - Assembly of formwork, and graduated anchoring system - Google Patents
Assembly of formwork, and graduated anchoring system Download PDFInfo
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- 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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- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- General Engineering & Computer Science (AREA)
Description
Die Erfindung betrifft ein Verfahren für eine Montage einer Wandschalung sowie ein Ankersystem für eine Wandschalung zur Durchführung des Verfahrens.The invention relates to a method for mounting a wall formwork and an anchor system for a wall formwork for carrying out the method.
Ein Ankersystem im Sinne der vorliegenden Erfindung wird in der Schalungstechnik beim Betonieren von Stahlbetonbauten eingesetzt, um Wandschalungen zu montieren. Eine Wandschalung umfasst auf der Vorderseite eine Schalhaut und auf der Rückseite die Schalhaut stützende Elemente wie Längsträger, Querriegel und Rahmen. Im aufgestellten Zustand einer Wandschalung erstrecken sich ein Längsträger in vertikaler Richtung und ein Querriegeln in horizontaler Richtung.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.
Die beiden Seiten einer zu betonierenden Wand werden durch Wandschalungen begrenzt. Die Vorderseite einer jeden Wandschalung grenzt dann mit ihrer Schalhaut an den Beton an. Sich gegenüberliegende Wandschalungen werden in der Regel durch eine Mehrzahl von Ankersystemen gehalten. Die Ankerstäbe werden durch Öffnungen in den Wandschalungen hindurch gesteckt und an ihren Enden an den die jeweilige Schalhaut stützenden Elementen mittels Arretiervorrichtungen so befestigt, dass zumindest die beim Betonieren auf die Ankerstäbe wirkende Zugkraft aufgenommen wird. Diese durch die Wandschalungen hindurchführenden Öffnungen werden auch Ankerstabbohrungen genannt.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.
In der Schalungstechnik wird zwischen einer Stellschalung und einer Schließschalung unterschieden. Eine Stellschalung ist eine Wandschalung, die zuerst aufgestellt wird. Im Anschluss daran wird der Stellschalung gegenüberliegend die Schließschalung aufgestellt. Stellschalung und Schließschalung werden im Rahmen der Montage durch ein oder mehrere Ankersysteme miteinander verbunden. In den Zwischenraum zwischen Stellschalung und Schließschalung wird Beton hinein gegossen. Durch Aushärten des Betons entsteht eine Wand.In formwork technology, a distinction is made between an adjustment formwork and a closing formwork. 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.
Üblicherweise weisen ein oder die beiden Enden eines Ankerstabs ein Gewinde auf, auf welche Schraubenmuttern als Ankerfixierungen aufgeschraubt werden. Der mittlere Bereich eines solchen Ankerstabes, an den während des Betonierens Beton angrenzen kann, weist vorteilhaft entweder eine glatte Oberfläche auf oder wird zumindest während des Betonierens von einer Hülse mit glatter Oberfläche umhüllt. Andernfalls würde ein Gewinde eines Ankerstabs einbetoniert. Der Ankerstab kann dann nicht mehr unproblematisch aus dem ausgehärteten Beton herausgezogen werden.Usually, one or the two ends of an anchor rod on a thread on which nuts are screwed as Ankerfixierungen. 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.
Die maximal wirksame Länge des Ankerstabs und damit die Stärke (Dicke) der zu betonierenden Wand wird daher regelmäßig durch die Länge des mittleren Ankerstabbereichs mit glatter Oberfläche festgelegt. Gleichzeitig wird der beim Betonieren vom flüssigen Beton auf die Schalhaut ausgeübte Druck über die Schraubenmuttern auf die Ankerstäbe abgeleitet. Die Ankerstäbe werden dabei auf Zug belastet.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. At the same time, 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.
Zwischen den Schalhäuten können Abstandshalter in das Volumen der zu betonierenden Wand eingebracht werden, welche die beim Betonieren entstehenden Druckkräfte aufnehmen können, wodurch sichergestellt wird, dass diese Druckkräfte die Wandstärke nicht unerwünscht beeinflussen, d.h. vermindern. Alternativ oder ergänzend können die Arretierungsvorrichtungen an den Wandschalungen befestigt werden, damit diese auch Druckkräfte aufzunehmen vermögen.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. Alternatively or additionally, the locking devices can be attached to the wall formwork, so that they are able to absorb pressure forces.
Ist der zwischen zwei Wandschalungen gegossene Beton ausgehärtet, so wird der Ankerstab von einer Arretiervorrichtung gelöst und aus der Betonwand herausgezogen. Erforderlichenfalls wird zuvor die Oberseite einer Schließschalung zum Beispiel an einem Haken eines Krans eingehängt, damit diese nicht umfällt, sobald sämtliche Ankerstäbe herausgezogen worden sind. Zum Beispiel mit Hilfe des Krans werden die Wandschalungen schließlich geeignet versetzt, um eine nächste Wand oder einen nächstenIf the concrete cast between two wall formworks cured, 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
Wandabschnitt herzustellen, Sind die Wandschalungen versetzt worden, dann werden die Ankersysteme wieder an den Wandschalungen montiert bzw. angebracht.If the wall formwork has been moved, then the anchor systems are mounted or attached to the wall formwork again.
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Es ist Ausgabe der Erfindung, die Montage einer Wandschalung zu vereinfachen sowie dafür ein Ankersystem bereitzustellen.It is an output of the invention to simplify the installation of a wall formwork and to provide an anchor system.
Die Aufgabe der Erfindung wird durch ein Ankersystem mit den Merkmalen des ersten Anspruchs sowie durch ein Verfahren mit den Merkmalen des Nebenanspruchs gelöst, Vorteilhafte Ausgestaltungen ergeben sich aus den Unteransprüchen, Ein Nebenanspruch betrifft einen Anschlag für das Ankersystems.The object of the invention is achieved by an anchor system having the features of the first claim and by a method having the features of the independent claim. Advantageous embodiments result from the subclaims. An additional claim relates to a stop for the anchor system.
Um eine Montage zu vereinfachen und zu beschleunigen, umfasst der Ankerstab eines Ankersystems an dem Ende, welches nicht durch Wandschalungen für eine Demontage herausgezogen wird bzw. umgekehrt für eine Montage in Ankerstabbohrungen hineingesteckt wird, ein Rastermaß für die Herstellung von unterschiedlich dicken Wänden. Durch eine Montage von Ankersystemen mit Rastermaß gelingt es einfach und genau, eine gemäß Rastermaß vorgesehene Wanddicke einzustellen. Das Vorsehen eines Rastermaßes bei einem Ankersystem vermag eine Montage zu beschleunigen und zu vereinfachen.To simplify and accelerate assembly, 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. By mounting armature systems with pitch, it succeeds simply and accurately, one set according to grid wall thickness. The provision of a grid in an anchor system can accelerate assembly and simplify.
Es wird der Ankerstab zunächst durch Ankerstabbohrungen von Schließ- und Stellschalung hindurchgeschoben und das hindurchgeschobene Ende mit einer Arretiervorrichtung verbunden und zwar insbesondere verschraubt. Diese Arretiervorrichtung ist an der Rückseite der entsprechenden Wandschalung vorzugsweise fest montiert, so zum Beispiel an einem Längsträger dieser Wandschalung festgeschraubt. Bevorzugt handelt es sich bei dieser Wandschalung um eine Stellschalung, um so besonders schnell montieren zu können. Der Ankerstab wird an einer vorgegebenen Position mit der Arretiervorrichtung verbunden, so zum Beispiel verschraubt. Um die vorgegebene Position schnell und einfach aufzufinden, gibt es bevorzugt einen Anschlag. Erreicht das hindurchgeschobene Ende des Ankerstabs den Anschlag, so ist die vorgegebene Position erreicht. Im Fall einer Schraubverbindung verhindert der Anschlag ein weiteres Hineinschrauben. Bei dieser Ausführungsform wird der Ankerstab also in maximal möglicher Weise in das Gewinde der Arretiervorrichtung hineingeschraubt.It is the 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. Preferably, 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.
Im Anschluss daran wird auf der gegenüberliegenden Seite das nicht hindurch gesteckte Ende des Ankerstabs mit der hier vorgesehenen Arretiervorrichtung so verbunden, dass diese Verbindung an dem gewählten Rastermaß ausgerichtet ist. Es wird so besonders schnell und einfach der gewünschte Abstand zwischen den beiden Schalungen eingestellt. Die Wand mit der gewünschten Dicke kann gegossen werden, sobald beide Arretiervorrichtungen die jeweilige Rückwand kontaktieren und zwar grundsätzlich die Rückwand eines stützenden Elements. Sind die Arretiervorrichtungen fest an der jeweiligen Wandschalung montiert, dann kontaktieren diese die Rückseite der jeweiligen Wandschalung.Following this, 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.
In einer Ausführungsform ist für ein Ausrichten an einem Rastermaß ein Stellglied vorgesehen, welches gemäß Rastermaß positioniert wird. Das Stellglied ist in einer einfachen Ausführungsform eine Stellschraube, die durch Schrauben in eine Position gemäß Rastermaß bewegt wird. Alternativ kann das Stellglied eine Hülse sein, durch die der Ankerstab hindurch gesteckt ist.In one embodiment, 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. Alternatively, the actuator may be a sleeve through which the anchor rod is inserted.
Als Rastermaß kann der Ankerstab eine Mehrzahl von Bohrungen umfassen, die untereinander einen Abstand aufweisen. Befindet sich in einer Ausführungsform das Stellglied in einer Position gemäß Rastermaß, so wird das Stellglied in einer einfachen Ausführungsform mittels eines Splints, einer Schraube oder eines Bolzens fixiert. Der Bolzen oder Splint wird beispielsweise für das Fixieren durch ein Loch des Stellglieds und die Bohrung im Ankerstab so hineingesteckt, dass dadurch das Stellglied nicht mehr von seiner Position gelöst werden kann. Das Stellglied und und/ oder die Bohrungen im Ankerstab können ein Gewinde umfassen, um das Stellglied mittels Schraube zu fixieren,As a grid, the anchor rod may comprise a plurality of holes which have a distance from each other. In one embodiment, 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,
Befindet sich das Stellglied in einer Position gemäß Rastermaß, wird das Stellglied mittelbar oder unmittelbar mit der Rückseite der angrenzenden Wandschalung verbunden. Die Wandschalung wird so in die Position bewegt, die erforderlich ist, um eine Wand gewünschter Wanddicke herzustellen.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.
Um das Stellglied mit der Rückseite einer Wandschalung zu verbinden, können zum Beispiel ein oder mehreren Schrauben vorgesehen sein, die durch geeignet angeordnete Löcher im Stellglied hindurchführen und in dafür vorgesehene Gewinde an der Rückseite der benachbarten Schalung hineingeschraubt werden.To connect the actuator to the back of a wall formwork, for example, 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.
Der Teil eines Ankersystems, der für eine Demontage einer Wandschalung herausgezogen wird, umfasst neben dem Ankerstab grundsätzlich eine Arretiervorrichtung oder zumindest einen Teil davon. Für eine Montage wird der Ankerstab in Ankerstabbohrungen von Schließ- und Stellschalungen hindurch gesteckt. Ist zuvor die vorgenannte Arretiervorrichtung oder ein Teil davon nicht vom Ankerstab gelöst worden, so ist diese Arretiervorrichtung bzw. der entsprechende Teil davon mit dem Ankerstab verbunden, wenn der Ankerstab zwecks Montage durch die genannten Ankerstabbohrungen gesteckt wird. Dieser Teil der Arretiervorrichtung, der vorzugsweise im Rahmen der Montage und Demontage nicht vom Ankerstab gelöst wird, umfasst grundsätzlich das Stellglied. Montage und Demontage können so besonders schnell durchgeführt werden.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. For assembly, the anchor rod is inserted into anchor rod holes of closing and setting formwork. Previously, 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.
Eine jede Arretiervorrichtung liegt Im montierten Zustand an der Rückseite einer Wandschalung für eine Aufnahme von Kräften an. Die Arretiervorrichtung, die mit dem hindurchgesteckten Ende des Ankerstabs verbunden wird, ist bevorzugt an der Rückseite einer Stellschalung angebracht. Die andere Arretiervorrichtung, die insgesamt oder zum Teil zusammen mit dem Ankerstab zwecks Demontage von den Wandschalungen gelöst wird, ist vorzugsweise an der Rückseite einer Schließschalung vorgesehen, um eine Demontage zu optimieren.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.
In einer vorteilhaften Ausgestaltung wird eine jede Arretiervorrichtung an der Rückseite einer Wandschalung befestigt, so zum Beispiel mittels einer Schraube, damit das Ankersystem sowohl Druckkräfte als auch Zugkräfte aufzunehmen vermag. Eine Arretiervorrichtung kann fest mit dem Ankerstab verbunden sein. Vorteilhaft ist eine jede Arretiervorrichtung jedoch lösbar mit dem Ankerstab verbunden und zwar insbesondere mit Hilfe einer Schraubverbindung, um wirksame Längen des Ankerstabs optimieren zu können.In an advantageous embodiment, 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. Advantageously, however, 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.
Eine Arretiervorrichtung vorzugsweise jede Arretiervorrichtung des Ankersystems können also vorzugsweise vom Ankerstab gelöst werden und/oder in unterschiedlichen Positionen an jeweils einem Ende des Ankerstabs befestigt werden, so zum Beispiel durch Schrauben, um wirksame Längen des Ankerstabs zu optimieren. Vorzugsweise weist eine jede Arretiervorrichtung eine Befestigungseinrichtung für ein Befestigen der Arretiervorrichtung an einer Wandschalung auf. Die Befestigungseinrichtung umfasst insbesondere eine Schraube, mit der eine Arretiervorrichtung an einem stützenden Element einer Wandschalung festgeschraubt werden kann. Grundsätzlich umfasst zumindest eine, vorzugsweise beide Arretiervorrichtungen eine zumindest bereichsweise ebene, insbesondere durch eine Kalottenplatte bereitgestellte Unterseite, die im montierten Zustand an der Wandschalung bzw. an einem stützenden Element der Wandschalung flächig anliegt. Mit der Kalottenplatte ist vorzugsweise beweglich ein Gewinde verbunden, welches mit einem Ankerstabende verschraubt werden kann. Das Gewinde kann vorzugsweise Joystick ähnlich relativ zur Kalottenplatte bewegt werden.A locking device, preferably 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. Preferably, 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. Basically, 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.
In einer Ausführungsform der Erfindung ist das Gewinde der Arretiervorrichtung drehfest an der Kalottenplatte angebracht. Durch diese Ausführungsform wird erreicht, dass ein in Wandschalungen hineingestecktes Ende eines Ankerstabes in das Gewinde hineingedreht werden kann, ohne dass das Gewinde sich unerwünscht mitdreht. Es handelt sich dabei insbesondere um die Arretiervorrichtung, die an der Rückseite einer Wandschalung, insbesondere der Stellschalung vormontiert, d.h. befestigt werden soll, um im Anschluss daran ein durch Schließ- und Stellschalung hindurch gestecktes Ende eines Ankerstabs mit dieser Arretiervorrichtung zu verbinden, insbesondere zu verschrauben.In one embodiment of the invention, the thread of the locking device is non-rotatably mounted on the dome plate. By this embodiment it is achieved that an inserted into wall formworks end of an anchor rod can be screwed into the thread without the thread rotates undesirable. This is in particular 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.
Ein stützendes Element einer Wandschalung besteht grundsätzlich aus einem metallischen Hohlprofil, insbesondere einem Profil mit einem rechteckigen, quadratischen Querschnitt oder hutförmigen Querschnitt. Wände eines solchen Profils sind mit ein oder mehreren Ankerstabbohrungen für ein Hindurchstecken eines Ankerstabs versehen, die auch durch die Schalhaut der Wandschalung hindurchführt.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.
Bevorzugt wird die Arretiervorrichtung an einem stützenden Element befestigt, welches im aufgestellten vertikal verläuft, um so insbesondere entlang der gesamten Höhe einer Stellschalung an einer besonders geeigneten Stelle verankern zu können.Preferably, 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.
Bevorzugt wird eine Arretiervorrichtung zu Beginn einer Montage auf der Rückseite einer Stellschalung befestigt, da dies die Geschwindigkeit einer Montage maximiert. Nach dem Aufstellen der Schließschalung befindet sich ein Monteur auf der Seite der Schließschalung. Er kann dann also sofort Ankerstäbe montieren.Preferably, 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. After setting up the shuttering, a mechanic is on the side of the shuttering. He can then install anchor rods immediately.
In einer Ausgestaltung der Montage weist das eine Ende des Ankerstabs eine Mehrzahl von Nuten oder Bohrungen auf, die das Rastermaß bilden. Auf dieses Ende ist eine Stellmutter aufgeschraubt. Die Stellmutter hält eine Kontermutter und zwar insbesondere durch einen Flansch. Durch das Halten wird erreicht, dass die Kontermutter abschließend so auf ein Gewinde aufgeschraubt werden kann, dass die Schalung, die mit diesem Gewinde verbunden ist, In die gewünschte Stellung bewegt wird. Ein Anschlag wird so in eine der Nuten oder Bohrungen hineingeschoben oder daran angebracht, dass der Anschlag nicht entlang der Längsachse des Ankers verschoben werden kann. Die Stellmutter wird durch Schrauben in Richtung Anschlag bewegt, bis diese den Anschlag erreicht und fixiert. Das Fixieren kann durch Reibschluss bzw. Kraftschluss erreicht werden. Bevorzugt erfolgt das Fixieren jedoch alternativ oder ergänzend durch Formschluss. Durch das Fixieren wird erreicht, dass der Anschlag nicht aus seiner Stellung herausfallen kann. Durch das Erreichen und Fixieren des Anschlags wird weiter erreicht, dass einfach und zuverlässig die gewünschte Position aufgefunden wird, die für die Herstellung einer gewünschten Wandstärke zu erreichen ist. Im Anschluss daran wird die Kontermutter auf ein Gewinde aufgeschraubt, welches mit der Rückseite der angrenzenden Schalung verbunden ist. Diese Schalung wird so in die gewünschte Stellung bewegt, um eine Wand mit gewünschter Wandstärke herstellen zu können.In one embodiment of the assembly, the one end of the anchor rod on a plurality of grooves or holes, which form the grid. On this end an adjusting nut is screwed. The adjusting nut holds a lock nut, in particular by a flange. By holding it is achieved that the lock nut can finally be screwed onto a thread that the formwork, which is connected to this thread, is moved to the desired position. 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. However, 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.
Bei dieser Ausführungsform befinden sich Kontermutter und Stellmutter insbesondere zwischen dem Anschlag und der daran angrenzenden Schalung.In this embodiment, lock nut and adjusting nut are in particular between the stop and the adjacent formwork.
Um den Anschlag durch Formschluss zu fixieren, weist der Anschlag bevorzugt eine Ausnehmung auf, in die die Stellmutter mit einem Abschnitt durch Schrauben hinein bewegt werden kann. Befindet sich dieser Abschnitt der Stellmutter in der Ausnehmung des Anschlags, so kann der Anschlag nicht mehr von der Nut oder Bohrung gelöst werden. Alternativ kann aber auch die Stellmutter eine Ausnehmung aufweisen, in die ein Teil des Anschlags gelangt, um so zu fixieren. Diese Ausgestaltung ist jedoch konstruktiv etwas aufwändiger.In order to fix the stop by positive engagement, 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. Alternatively, however, the adjusting nut may also have a recess into which a part of the stopper arrives so as to fix it. However, this design is structurally a little more complex.
Ein zur Durchführung des Verfahrens geeignetes Ankersystem umfasst einen Ankerstab und wenigstens eine Arretiervorrichtung. Ein Ende des Ankerstabs umfasst ein Rastermaß, welches insbesondere durch Nuten und/ oder Bohrungen gebildet wird. Für dieses Ende des Ankerstabs ist insbesondere ein Anschlag, eine Stellmutter und eine Kontermutter vorgesehen. Das System umfasst ferner insbesondere ein Gewinde, auf welches die Kontermutter aufgeschraubt werden kann. Das Gewinde kann mittelbar oder unmittelbar an der Rückseite einer Schalung befestigt werden. Das Gewinde ist vorzugsweise mit einer Kalottenplatte verbunden. Die Kalottenplatte ist dann vorzugsweise so beschaffen und eingerichtet, dass diese an der Rückseite einer Schalung befestigt werden kann und zwar insbesondere an einem aus Metall bestehenden Träger oder Riegel der Schalung. Bevorzugt umfasst das Ankersystem für jedes Ende des Ankerstabs eine Arretiervorrichtung, die vom Ankerstab gelöst werden kann.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. For this end of the anchor rod in particular a stop, an adjusting nut and a lock nut is provided. 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. Preferably, the anchor system for each end of the anchor rod comprises a locking device which can be released from the anchor rod.
In einer Ausführungsform weist die Arretiervorrichtung, die mit dem Ende des Ankerstabs verbunden wird, eine Hülse oder Bohrung auf, durch die der Ankerstab für eine Montage hindurch geschoben werden kann, ohne schrauben zu müssen. Der Ankerstab kann so zwecks Montage besonders schnell mit seinem dafür vorgesehenen Ende durch die beiden Wandschalungen hindurch geschoben werden.In one embodiment, 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.
In einer Ausführungsform umfasst die Hülse ein Außengewinde, welches mit einer Kontermutter verschraubt wird, um das nicht durch Wandschalungen hindurch gesteckte Ende des Ankerstabs mit der Hülse zu verbinden. Die Hülse ist wiederum mittelbar oder unmittelbar bevorzugt mit der Rückseite der entsprechenden Wandschalung verbunden. Bevorzugt ist die Hülse mit einer Kalottenplatte so verbunden, dass die Hülse relativ zur Kalottenplatte wie ein Joystick bewegt werden kann, um so die Hülse für eine problemlos Führung des Ankerstabs ausrichten zu können. Die Kalottenplatte ist dann vorzugsweise an der Rückseite der entsprechenden Wandschalung und zwar in der Regel an der Rückseite einer Schließschalung befestigt und zwar vorzugsweise mittels einer Schraubverbindung, um so schnell, einfach und zuverlässig montieren zu können.In one embodiment, 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. Preferably, 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.
In einer Ausführungsform umfasst die Arretiervorrichtung ein Stellglied, vorzugsweise eine Stellmutter, die auf das nicht hindurch gesteckte Ende des Ankerstabs aufgeschraubt ist. Das Stellglied wird gemäß Rastermaß eingestellt und zwar vorzugsweise durch Verschrauben der Stellmutter bis zum vorgesehenen Rastermaß. Besonders bevorzugt gibt es einen Anschlag, der gemäß Rastermaß positioniert werden kann. In Richtung Anschlag wird dann die Stellmutter geschraubt, bis der Anschlag ein weiteres Schrauben verhindert. Der Ankerstab wird dann durch Schließschalung und Stellschalung hindurchgesteckt und mit der Arretiervorrichtung an der entsprechenden hinteren Wandschalung verbunden. Die hintere Wandschalung ist grundsätzlich die Stellschalung. Nun wird die mit der Stellmutter geeignet verbundene Kontermutter auf das Außengewinde der Hülse geschraubt und zwar vorzugsweise in maximal möglicher Weise. Hierdurch wird nun die entsprechende Wandschalung, bei der es sich bevorzugt um eine Schließschalung handelt, exakt ausgerichtet.In one embodiment, 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. Particularly preferably, there is a stop that can be positioned according to 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. Now, the lock nut suitably connected counter nut is screwed onto the external thread of the sleeve, and preferably in the maximum possible way. As a result, the corresponding wall formwork, which is preferably a closing formwork, is now aligned exactly.
Vorzugsweise weist die Kontermutter Flügel auf, um die Kontermutter zumindest anfänglich schnell verschrauben zu können. Im Bedarfsfall wird die Kontermutter abschließend mithilfe von Werkzeug verschraubt.Preferably, 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.
Als Rastermaß dienen in einer Ausführungsform der Erfindung Nuten im Ankerstab. Insbesondere bei dieser Ausführungsform kann ein Anschlag schnell und zuverlässig gemäß Rastermaß positioniert werden, indem im ausgerichteten Zustand ein Wandbereich des Anschlags in eine entsprechende Nut hineinreicht. Der Anschlag wird dann in seiner vorgesehenen Position so gehalten, dass dieser als Anschlag für ein Stellglied zu dienen vermag.As a grid measure serve in an embodiment of the invention grooves in the anchor rod. In particular, in this embodiment, 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.
Bevorzugt weist der Anschlag eine Öffnung mit einem Bereich auf, der ein schnelles Verschieben entlang des Ankerstabs bis zum Erreichen einer gewünschten Rastermaßposition erlaubt. Vorzugsweise gibt es einen weiteren Bereich, der sich zu einem Ende hin verjüngt, um so den Anschlag stabil in eine Rille bzw. der Nut des Rastermaßes einhängen zu können.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. Preferably, there is another area that tapers towards one end so as to be able to stably hook the fence into a groove or groove of the grid.
Damit Stellglied bzw. Stellmutter und Kontermutter besonders gut geeignet miteinander verbunden werden können, umfassen beide Komponenten Flansche, die gegenseitig als Anschlag dienen. Wird die Kontermutter auf die Hülse mit Außengewinde aufgeschraubt, wird der Flansch der Kontermutter gegen den Flansch des Stellglieds bewegt. Kontaktieren sich die beiden Flansche schließlich, so bewirkt ein weiteres Festschrauben der Kontermutter die Ausrichtung der zugehörigen Wandschalung.So that the actuator or adjusting nut and lock nut can be connected to each other particularly well suited, both components include flanges that serve each other as a stop. When 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.
Das Rastermaß weist in einer Ausführungsform Kennzeichnungen auf, die die Dicke von Wänden wiedergeben. Die Kennzeichnungen liegen insbesondere in Form von Zahlenangaben vor, die den zugeordneten Wandstärken bzw. - dicken entsprechen. So zum Beispiel sind in einer Ausführungsform Nuten des Rastermaßes mit derartigen Kennzeichnungen versehen.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.
In einer Ausführungsform weist der Anschlag eine Ausnehmung auf, in die ein Teil der Stellmutter im Rahmen einer Montage hineinbewegt werden kann. Durch das Hineinbewegen wird der Anschlag durch Formschluss und damit besonders zuverlässig daran gehindert, sich aus seiner Position zu lösen.In one embodiment, 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.
Das Ankersystem besteht aus Stabilitätsgründen grundsätzlich aus Metall oder zumindest ganz überwiegend aus Metall.For stability reasons, the anchor system is basically made of metal or at least predominantly of metal.
Nachfolgend werden vorteilhafte Ausführungsformen der Erfindung anhand von Figuren näher erläutert.Hereinafter, advantageous embodiments of the invention will be explained in more detail with reference to figures.
In der
Mit dem Ankerstab 4 ist eine Einhängung 10 verbunden, die benachbart zur Zweiflügelmutter 8 angeordnet ist. Die beiden hakenförmigen Enden 11 der Einhängung 10 können in oben liegende Löcher 12 in Querriegeln eingefädelt werden, um so den Ankerstab zusammen mit der in der
Die Arretiervorrichtung umfasst eine Stellmutter 13, eine z. B. dreiflügelige Kontermutter 14 mit Innengewinde, welche auf das Außengewinde der Hülse 6 aufgeschraubt werden kann. Mit einem Splint 15 kann die Position der Stellmutter an geeigneter Stelle am Ankerstab fixiert werden. Der Ankerstab umfasst eine Mehrzahl von Bohrungen, durch die der Splint 15 hindurch gesteckt werden kann. Die Bohrungen bilden ein Rastermaß, um Wandschalungen für typische Wandstärken einfach und schnell ausrichten zu können.The locking device comprises an adjusting
Ist die Stellmutter durch einen Splint 15 fixiert, so wird die Kontermutter 14 auf das Gewinde der Hülse 6 in maximal möglicher Weise aufgeschraubt.If the adjusting nut is fixed by a
Dadurch wird die Schalung 1, 2, 3 in die Stellung bewegt, die zur Herstellung der gewünschten Wand mit der gewünschten Wandstärke erforderlich ist.Thereby, the
In den
Mit Hilfe eines vom Ankerstabende senkrecht abstehenden Flügels 16 kann ein zuvor aus der Wandschalung herausgezogener Teil eines Ankersystems in ein Loch 12 eines Querriegels 2 eingehängt werden, wie die
Die Flügel der Flügelmutter 8 können dazu genutzt werden, um einen Ankerstab zumindest anfänglich manuell zu verdrehen. Steigt der erforderliche Kraftaufwand zu sehr an, so kann der Kopf der Flügelmutter 8 mithilfe von Werkzeug verdreht werden.The wings of the
Das Gewinde 17 des Ankerstabs 4 ist in regelmäßigen Abständen durch eine umlaufende Nut unterbrochen, um hier einen Anschlag einhängen zu können.The
Die
Die Stellmutter 13 umfasst an einem Ende einen umlaufend abstehenden Flansch 26, der als Anschlag für einen nach innen gerichteten Flansch 27 (siehe
Die
Die
Die Arretiervorrichtung weist einen Bereich 47 auf, durch den eine Bohrung senkrecht oder zumindest im Wesentlichen senkrecht hindurch führt und die daher in den
Die
Die Bohrung ist so angeordnet und beschaffen, dass der Ankerstab 4 im gezeigten aufgestellten Zustand der Stellschalung 40 im Wesentlichen senkrecht verläuft, wenn der Ankerstab 4 wie in der
Die Bohrung ist ferner so beschaffen, dass das Ende 48 des Ankerstabs 4, welches durch die Bohrung zum Beispiel im Rahmen einer Demontage hindurchgesteckt worden ist, auf einem Querriegel 49 der Wandschalung 40 aufsetzt. Das Ende 48, welches hindurchgesteckt worden ist, steht gegenüber der Rückseite der Wandschalung 40 wie dargestellt nicht hervor.The bore is also such that the
Die Bohrung ist so beschaffen, dass der Ankerstab 4 wie dargestellt einen spitzen Winkel mit der Rückseite der Wandschalung 40 einschließt, wenn der Ankerstab 4 an der Arretiervorrichtung 41 angebracht worden ist. Der Teil des Ankersystems, der für ein Herausziehen des herausziehbaren Teils 4, 27 des Ankersystems erfasst werden muss, steht dann besonders einfach griffbereit zur Verfügung.The bore is such that the
Die
Die
Wird die in der
Claims (11)
- Anchoring system with an anchoring rod (4), a locking device (5, 6, 7, 8, 13, 14, 15, 41) and a graduation (21) for producing walls of a desired thickness, the graduation being formed by a plurality of grooves (21) and/or a plurality of bores on or in the anchoring rod (4), wherein the anchoring system comprises an adjusting member (13) that can be screwed onto an anchoring rod end and a cotter pin (15) or a stop (28), wherein the adjusting member (13) can be positioned in accordance with the graduation with the cotter pin or the stop (28),
and the anchoring system has a sleeve with a threaded portion (6) and a securing nut (14) that can be screwed onto the threaded portion, wherein screwing the securing nut (14) onto the threaded portion causes a flange (27) of the securing nut (14) to be moved against a flange (26) of the adjusting member. - Anchoring system according to the preceding claim, characterized in that the disengageable part of the anchoring system comprises an anchoring rod (4), a cotter pin (15) or a stop (28), a securing nut (14), an adjusting member (13) and/or a double-wing nut (8).
- Anchoring system according to one of the two preceding claims, characterized in that the anchoring system comprises a stop with a first and a second passageway (29, 30), wherein the one passageway (30) has a smaller diameter than the other passageway (29), wherein the both passageways are connected with each other in such a way that the anchoring rod (4) can be moved between the both passageways back and forth, with a recess (60), which is arranged adjacent to the two passageways (29, 30), and namely in such a manner that an adjusting nut (13) that is screwed onto the anchoring rod (4) can be screwed in the recess (60) for a form-fit fixation of the stop (28).
- Anchoring system according to one of the preceding claims, characterized by a stop with a first and a second passageway (29, 30), wherein the one passageway (30) has a smaller diameter than the other passageway (29), wherein the both passageways are connected with each other in such a way that the anchoring rod (4) can be moved between the both passageways back and forth, with a recess (60), which is arranged adjacent to the two passageways (29, 30), and namely in such a manner that an adjusting nut (13) that is screwed onto the anchoring rod (4) can be screwed in the recess (60) for a form-fit fixation of the stop (28).
- Anchoring system according to the preceding claim, characterized in that the passageway (30) with the smaller diameter is not adjacent to the edge of the recess (60).
- Anchoring system according to one of the two preceding claims, characterized in that the passageway (29) with the bigger diameter is adjacent to the edge of the recess (60).
- Anchoring system according to one of the two preceding claims, characterized in that the passageway (29) with the bigger diameter is closer to the edge of the recess (60) than the passageway (30) with the smaller diameter.
- A method for mounting a wall formwork (1, 2, 3, 40) comprising a first and a second formwork (1, 2, 3) and an anchoring system according to one of the preceding claims, comprising the steps:• the two wall formworks (1, 2, 3, 40) are set up opposite from each other,• an anchoring rod (4) with a graduation (21) is pushed through anchoring rod bores of the two wall formworks (1, 2, 3, 40) in such a way that the end of the anchoring rod (4) that has not been pushed through has the graduation (21),• the pushed-through end of the anchoring rod (4) is connected to a locking device (41) present on the rear side of the one formwork (40),• the end of the anchoring rod (4) that has not been pushed through is connected to the locking device (5, 6, 7, 8, 13, 14, 15) provided here in such a manner that this connection is aligned with the selected graduation,• the locking device aligned with the graduation is connected to the adjacent wall formwork (1, 2, 3), characterized in that- subsequent to the connection of the end of the anchoring rod (4) that has been pushed through with the locking device (41) present on the rear side of the one formwork (40), the end of the anchoring rod (4) that has not been pushed through comprises a plurality of grooves (21) and/or bores, which form the graduation, wherein an adjusting nut (13) is or being screwed onto this end with the graduation (21), wherein the adjusting nut holds a securing nut (14), and namely particularly by means of a flange (26),- a stop (28) is pushed into one of the grooves (21) or bores or is attached to or disposed on one of the grooves or one of the bores in such a way that the stop (28) cannot be displaced along the longitudinal axis of the anchoring rod,- the adjusting nut (13) is moved by screwing towards the stop (28) until it reaches, and in particular fixates, the stop (28),- subsequent thereto the securing nut (14) is screwed onto a threaded portion (6) connected to the rear side of the adjacent formwork (1, 2, 3).
- The method according to claim 1, characterized in that while the anchoring rod (4) is pushed through, an adjusting member (13), a securing nut (14) and a stop (28) are connected to the anchoring rod (4) at the end with the graduation (21).
- The method according to one of the preceding claims, characterized in that a wing nut (8) is screwed onto the end with the graduation (21) while the anchoring rod (4) is pushed through.
- The method according to one of the preceding claims, characterized in that one dome plate (5) of a locking device, respectively, is attached to both rear sides of the two wall formworks (1, 2, 3, 40) while the anchoring rod (4) is pushed through.
Priority Applications (3)
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EP16200065.7A EP3150779B1 (en) | 2012-07-18 | 2013-04-12 | Assembly of formwork and graduated anchoring system |
EP13718147.5A EP2875193B1 (en) | 2012-07-18 | 2013-04-12 | Assembly of formwork, and graduated anchoring system |
PL16200065T PL3150779T3 (en) | 2012-07-18 | 2013-04-12 | Assembly of formwork and graduated anchoring system |
Applications Claiming Priority (4)
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DE102012212607.4A DE102012212607A1 (en) | 2012-07-18 | 2012-07-18 | Fastenable anchor system of a wall formwork and method |
PCT/EP2013/053551 WO2014012681A1 (en) | 2012-07-18 | 2013-02-22 | Attachable anchoring system for wall formwork, and method |
PCT/EP2013/057692 WO2014012685A1 (en) | 2012-07-18 | 2013-04-12 | Assembly of formwork, and graduated anchoring system |
EP13718147.5A EP2875193B1 (en) | 2012-07-18 | 2013-04-12 | Assembly of formwork, and graduated anchoring system |
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EP16200065.7A Division-Into EP3150779B1 (en) | 2012-07-18 | 2013-04-12 | Assembly of formwork and graduated anchoring system |
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EP13705771.7A Active EP2875192B1 (en) | 2012-07-18 | 2013-02-22 | Attachable anchoring system for wall formwork, and method |
EP16200065.7A Active EP3150779B1 (en) | 2012-07-18 | 2013-04-12 | Assembly of formwork and graduated anchoring system |
EP13718147.5A Active EP2875193B1 (en) | 2012-07-18 | 2013-04-12 | Assembly of formwork, and graduated anchoring system |
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EP13705771.7A Active EP2875192B1 (en) | 2012-07-18 | 2013-02-22 | Attachable anchoring system for wall formwork, and method |
EP16200065.7A Active EP3150779B1 (en) | 2012-07-18 | 2013-04-12 | Assembly of formwork and graduated anchoring system |
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Families Citing this family (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102012212603A1 (en) * | 2012-07-18 | 2014-01-23 | Harsco Infrastructure Services Gmbh | Locking device with wall formwork fastening device and method |
USD804268S1 (en) * | 2014-09-12 | 2017-12-05 | Probrace Systems Limited | Concrete formwork brace |
DE102016205836A1 (en) | 2016-04-07 | 2017-10-12 | Hünnebeck GmbH | Hook for moving formwork elements |
CN108019038A (en) * | 2017-12-06 | 2018-05-11 | 中建四局第三建筑工程有限公司 | It is a kind of while mould fixing device and while touch fixed construction method |
FR3079540B1 (en) * | 2018-03-29 | 2021-10-29 | Outinord St Amand | IMPROVED MOUNTING FORMWORK DEVICE |
DE102018205384A1 (en) | 2018-04-10 | 2019-10-10 | Hünnebeck GmbH | Assembly of a wall formwork, anchor system and sleeve |
IT201800006063A1 (en) * | 2018-06-06 | 2019-12-06 | Locking assembly for locking a tie rod and tie rod assembly | |
US11142905B2 (en) | 2018-07-11 | 2021-10-12 | Schuter Systems L.P. | Systems for recessing subfloor structures |
CN109296200B (en) * | 2018-08-02 | 2023-12-05 | 上海建工集团股份有限公司 | Large template withdrawal system and use method thereof |
US10975585B2 (en) * | 2018-10-15 | 2021-04-13 | Peri Formwork Systems, Inc. | Connection assembly for formwork |
DE102019104315A1 (en) * | 2019-02-20 | 2020-08-20 | Paschal-Werk G. Maier Gmbh | Formwork element and modular formwork system |
DE102019211774A1 (en) * | 2019-08-06 | 2021-02-11 | Noe-Schaltechnik Georg Meyer-Keller Gmbh + Co. Kg | Anchor nut, framed formwork and method for their assembly |
CN110847604B (en) * | 2019-11-29 | 2021-03-09 | 宁波市鄞州金本机械有限公司 | Building templates fastening external member |
CN112459114A (en) * | 2020-11-19 | 2021-03-09 | 晟通科技集团有限公司 | Sliding form |
EP4033051B1 (en) | 2021-01-22 | 2023-06-07 | ULMA C y E, S. COOP. | Formwork assembly for a vertical formwork |
CN113279578B (en) * | 2021-06-02 | 2023-01-24 | 中冶建工集团(天津)建设工程有限公司 | Method for plugging hole for passing through civil air defense door lifting hook |
CN113356552B (en) * | 2021-06-29 | 2022-10-25 | 中铁八局集团第一工程有限公司 | Construction method based on adjustable pull rod cantilever frame |
CN113700300A (en) * | 2021-09-14 | 2021-11-26 | 徐亮 | Building template quick-release system and multi-layer multiplexing mold closing method |
CN114856186B (en) * | 2022-04-02 | 2024-03-19 | 广东天凛高新科技有限公司 | Opposite pulling device for quick positioning, locking and dismounting of templates and application method thereof |
CN115110768B (en) * | 2022-08-16 | 2023-05-02 | 国网湖北省电力有限公司黄石供电公司 | Steel template dismantling mechanism in construction of electric power bearing wall and use method |
Citations (2)
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 (en) * | 1967-10-10 | 1967-12-07 | Oesterr Doka Schalung | RECOVERABLE FORMWORK ANCHOR FOR CONCRETE FORMWORK WITH TWO ANCHOR PLATES SITTING ON ITS ANCHOR BAR. |
Family Cites Families (24)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE484697A (en) * | ||||
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 (en) * | 1956-08-31 | 1959-05-06 | Process for the construction of walls or partitions and device for implementing this process | |
FR1394168A (en) * | 1964-02-18 | 1965-04-02 | Improvements to molds that can be used in particular for the construction of walls or partitions | |
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 (en) * | 1986-02-11 | 1987-08-13 | Peri Werk Schwoerer Kg Artur | Fastening device for concrete shuttering elements |
DE10336414B4 (en) * | 2003-08-08 | 2006-06-01 | Peri Gmbh | Anchor system of a concrete wall formwork |
EP1541781A1 (en) * | 2003-12-08 | 2005-06-15 | Hünnebeck GmbH | Shuttering system with tensioning anchor, anchor and setup method for the shuttering system |
DE102004001091A1 (en) * | 2004-01-05 | 2005-08-04 | Peri Gmbh | formwork system |
DE102005022335A1 (en) * | 2005-05-13 | 2006-11-16 | Doka Industrie Gmbh | Formwork anchors and method for anchoring formwork elements and method for releasing a scaling anchor |
US20080011698A1 (en) * | 2006-04-06 | 2008-01-17 | Doug Simon | Hitch accessory storage device |
DE102007004226B3 (en) | 2007-01-27 | 2008-09-04 | Peri Gmbh | Anchor system of a concrete wall formwork |
FR2913998B1 (en) * | 2007-03-20 | 2009-06-05 | Hussor Soc Par Actions Simplif | EXTERIOR ROD HOLDING DEVICE |
US20080307735A1 (en) * | 2007-06-15 | 2008-12-18 | Trimmer Douglas E | System for securing concrete form panels |
KR20100126002A (en) | 2009-05-22 | 2010-12-01 | 최재주 | Support for lower tie bolts of gangforms |
CO6290099A1 (en) * | 2009-12-10 | 2011-06-20 | Pimiento Efrain Rojas | GRADUABLE METALLIC FORMWORK SYSTEM FOR CONCRETE STRUCTURES |
DE102010002108A1 (en) | 2010-02-18 | 2011-08-18 | Peri GmbH, 89264 | Anchor system of a concrete wall formwork |
US20130019443A1 (en) | 2011-07-19 | 2013-01-24 | Clinton Gomes | Recessed or Self-Rimming Sink Support Tool |
-
2012
- 2012-07-18 DE DE102012212607.4A patent/DE102012212607A1/en active Pending
-
2013
- 2013-02-22 EP EP13705771.7A patent/EP2875192B1/en active Active
- 2013-02-22 US US14/415,671 patent/US9677290B2/en active Active
- 2013-02-22 WO PCT/EP2013/053551 patent/WO2014012681A1/en active Application Filing
- 2013-02-22 PL PL13705771T patent/PL2875192T3/en unknown
- 2013-02-22 ES ES13705771.7T patent/ES2624437T3/en active Active
- 2013-04-12 PL PL16200065T patent/PL3150779T3/en unknown
- 2013-04-12 US US14/415,679 patent/US9637938B2/en active Active
- 2013-04-12 EP EP16200065.7A patent/EP3150779B1/en active Active
- 2013-04-12 EP EP13718147.5A patent/EP2875193B1/en active Active
- 2013-04-12 WO PCT/EP2013/057692 patent/WO2014012685A1/en active Application Filing
Patent Citations (2)
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 (en) * | 1967-10-10 | 1967-12-07 | Oesterr Doka Schalung | RECOVERABLE FORMWORK ANCHOR FOR CONCRETE FORMWORK WITH TWO ANCHOR PLATES SITTING ON ITS ANCHOR BAR. |
Also Published As
Publication number | Publication date |
---|---|
US9637938B2 (en) | 2017-05-02 |
EP3150779B1 (en) | 2019-07-03 |
US20150167330A1 (en) | 2015-06-18 |
EP3150779A1 (en) | 2017-04-05 |
WO2014012685A1 (en) | 2014-01-23 |
US9677290B2 (en) | 2017-06-13 |
PL3150779T3 (en) | 2019-11-29 |
EP2875192B1 (en) | 2017-03-29 |
PL2875192T3 (en) | 2017-07-31 |
ES2624437T3 (en) | 2017-07-14 |
EP2875192A1 (en) | 2015-05-27 |
DE102012212607A1 (en) | 2014-02-06 |
EP2875193A1 (en) | 2015-05-27 |
WO2014012681A1 (en) | 2014-01-23 |
US20150176634A1 (en) | 2015-06-25 |
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