EP2875192A1 - Befestigbares ankersystem einer wandschalung und verfahren - Google Patents
Befestigbares ankersystem einer wandschalung und verfahrenInfo
- Publication number
- EP2875192A1 EP2875192A1 EP13705771.7A EP13705771A EP2875192A1 EP 2875192 A1 EP2875192 A1 EP 2875192A1 EP 13705771 A EP13705771 A EP 13705771A EP 2875192 A1 EP2875192 A1 EP 2875192A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- formwork
- anchor
- wall
- anchor rod
- anchor system
- 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.)
- Granted
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 162
- 238000004873 anchoring Methods 0.000 title claims abstract description 10
- 238000000034 method Methods 0.000 title claims abstract description 7
- 239000000725 suspension Substances 0.000 claims abstract description 31
- 239000004567 concrete Substances 0.000 claims abstract description 20
- 238000004519 manufacturing process Methods 0.000 claims description 5
- 238000009416 shuttering Methods 0.000 description 9
- 239000002184 metal Substances 0.000 description 4
- 230000001154 acute effect Effects 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 241001233037 catfish Species 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000000344 soap Substances 0.000 description 1
- 230000000153 supplemental effect Effects 0.000 description 1
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 disassembly and assembly of a wall formwork and an anchor system for a wall formwork.
- 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.
- a side member In the erected state of a wall formwork, a side member extending in the vertical direction and a transverse ruler in the horizontal direction.
- the two sides of a wall to be concreted are bounded by wall formwork.
- the front panel of each wall formwork then adjoins the concrete with its formwork.
- Opposing wall formworks are usually held by a plurality of anchor systems.
- anchor rods are inserted through openings in the wall formworks and attached at their ends to the respective formwork supporting elements by means of locking devices so that at least the pulling force acting on the anchor rods during concreting is absorbed.
- These openings passing through the wall formworks are hereafter called anchor bar bores.
- An adjustment formwork is a wall formwork that is set up first. Following this, the closing formwork opposite the formwork is set up. Concrete is poured into the space between the shuttering and shuttering. By curing the concrete creates a wall. Usual welse one or both ends of an anchor rod on a thread on which nuts are screwed as Ankerfix michen.
- the central region of such an anchor rod, to which concrete can be adjacent during concrete-laying, advantageously has either a smooth surface or is at least wrapped during casting by a sleeve with a smooth surface. Otherwise, the 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 concrete on the concrete surface is dissipated via the nuts onto 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 shafts, 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, previously the uppermost part of a closing formwork is hooked on a hook of a crane, for example, 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 produce a next wall or a next wall section. If the wall formwork has been moved, then the anchor systems are mounted or attached to the wall formwork again.
- an anchor system with two locking devices and an anchor rod for a wall formwork with a first and a second formwork element is known.
- the anchor rod has at its two 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 fastening means to a rear side of a wall formwork.
- the anchor system can therefore absorb both tensile and compressive forces of a wall formwork,
- the document EP 1 975337 A1 relates to a device comprising a frame of a control panel and an arm.
- a housing of the formwork panel holds and guides the arm.
- the arm 2 can be pivoted between a folded and a folded-out position back and forth.
- An anchor rod together with a clamping nut can be held by a hook of the arm so that thereby two end formworks can be clamped together.
- the anchor rod together with the clamping nut are then in a mounting position and are therefore not hooked into the fork of the arm as part of a disassembly.
- the fork of the arm therefore serves as anchor rod bore and thus the holding of two opposite wall formwork and not holding a part of an anchor system to a wall formwork following a disassembly.
- the document DE 1 033641 4 A1 discloses a screw bracket of an anchor system.
- the document DE 1 974 244 U discloses a bent pull handle of an anchor system. Both documents do not teach to dimension the screw or the pull handle so that it is possible by this attachment of a part of the anchor system to an associated wall formwork in the context of dismantling a formwork.
- the aforementioned, known from the prior art features can be combined individually or in any combination with the subject of the invention described below, It is an object of the invention to simplify the disassembly and assembly of a wall formwork as well as to develop an anchor system.
- an anchor system with anchor rod and at least one releasable locking device is provided.
- the part of the anchor system or the anchor set which is pulled out of wall formworks after the production of a concrete wall, comprises a hook for hanging the extracted part of the anchor system on a wall formwork.
- a suspension is a component that allows hanging of an extracted part of an anchor system on a wall formwork.
- a fastening device for example, serve a magnet.
- the magnet is then in particular part of the anchor system in order to be able to attach the pull-out part to a supporting element made of a suitable metal at any desired location. Also possible screw or plug connections / clip connections.
- 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.
- This locking device is in the assembled state at the back of a wall formwork for receiving forces and preferably at the back of a closing formwork to optimize disassembly.
- the Locking device can be attached to the back 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.
- the locking device can be firmly connected to the anchor rod.
- this is releasably connected to the anchor rod and in particular with the help of a nut to optimize effective lengths of the anchor rod can.
- the pulled-out part of the anchor system can be hung on the wall formwork. If the wall formwork is offset with the suspended part of the anchor system for producing a further wall or a further wall section, then the suspended part of the anchor system for a next assembly is immediately available to hand, which advantageously reduces the tent cost of installation.
- there are a plurality of such parts of an anchor system which are mounted on a wall formwork and in particular on a closing formwork following disassembly of this wall formwork.
- the withdrawn part of an anchor system is preferably suspended adjacent to the anchor rod bore from which the part of the anchor system has been previously withdrawn. A fitter then advantageously does not need to leave his position to hook in the pulled-out part of the anchor system to the rear of the wall formwork after pulling out or to grasp the withdrawn part in a subsequent assembly and then push the anchor rod into the tie-hole.
- the anchor system comprises a locking device which can be attached to a back of a wall formwork, and in particular on the back of a setting form and in particular by means of a screw, a snap connection or a bayonet connection,
- This locking device is such that the for a Extracting provided part of the anchor system can be attached to this locking device and that if this is at the same time attached to the back of a wall formwork.
- a hole or a hole in the locking device which should not be solved in the context of dismantling regularly from the wall formwork. in which the anchor rod of the anchor system can be inserted so as to attach the intended for withdrawal part of the anchor system to this locking device.
- the part of the anchor system which is to be pulled out of a formwork as part of a disassembly, therefore, requires no specially designed attachment means to secure the intended for withdrawal part of the locking device and thus also on the back of a wall formwork for dismantling a formwork.
- the part of the anchor system which is finally pulled out of a wall formwork again, a hook, which can be hung in a hole in a supporting element of a wall formwork.
- existing holes can be used in supporting elements of a wall formwork for hanging.
- Existing wall formworks do not have to be converted in order to be able to hook in a named part of an anchor system.
- a wall formwork has a hook, for example in the form of one or two hooks on the back. in which an anchor rod can be hung.
- Such hooks are preferably also designed as spacers to provide a distance between horizontally stacked wall formworks.
- Regular supporting elements of a wall formwork are formed by hollow profiles such as rectangular profile or hat profile.
- Such conventional catfish existing metal profiles generally have a plurality of lateral holes or holes, ie in walls of the profiles, which include a right angle with the Vorderselte the wall formwork, ie the formwork skin.
- an anchor system suspended and preferably in an overhead hole of a longitudinal member which extends in the erected state of a shutter wall in the horizontal direction.
- the suspension which for example comprises a simple hook, is attached to a locking device.
- a locking device is laterally opposite the outer periphery of the anchor rod.
- the sideways protrusion can be used to provide the hook at a particularly suitable location.
- the locking device comprises at least one laterally projecting from the anchor rod wings, such as a wing of a wing nut.
- a wing nut can advantageously be screwed and loosened without the use of tools.
- the suspension which in particular comprises a hook, is preferably attached to such a wing in order to secure the suspension in a favorable position can.
- one end of the anchor rod is provided with at least one wing, which preferably forms a right angle with the anchor rod.
- These one or more wings are connected to the end of the anchor rod so that they can be used as a handle and lever for rotating the anchor rod.
- the anchor rod can thus for example be manually screwed into a thread of a locking device, which is attached to the back of a wall formwork, in particular a closing formwork.
- the end of the anchor rod can, for example, with the end of the anchor rod cohesively, so for example welded.
- the end of the anchor rod may be provided with one or more wings, by a wing nut on the Screwed on end and at a suitable location the wing nut has been fixed, for example by a grooved pin is.
- a grooved pin in one embodiment, extends from a bore in the nut into a bore of the anchor rod so as to fix the position of the wing nut. This can then no longer be twisted relative to the anchor rod.
- the grooved pin is preferably cohesively, frictionally and / or positively secured against falling out of its fixing position.
- Vorzugswelse is the suspension on such a wing, which has been firmly attached or mounted on one end of the anchor rod. If an anchor rod connected thereto is hung on a wall formwork, in particular a shutter formwork, in such a way that it extends in the vertical direction, then the center of gravity of the part of the anchoring system is in the maximum possible catwalk below the suspension. The position of the anchor rod is further improved stabilized in such a suspended state.
- the suspension is mounted in the suspended state on the lower part of a wing of the hooked part of the anchor system, so that the wing is able to rest on the supporting element of a wall formwork.
- the position of a hinged part of the anchor system which includes in particular the anchor and the locking device together with at least one laterally projecting wing, advantageously welter improved stabilized. If the hanger is attached to the lower sill of the sash, the hanger extends from the sash toward the other end of the anchor rod, ie towards the end, which is pushed through for mounting by anchor bar bores of the shutter and sash.
- the lower wing of the wing preferably has a flat surface which, when suspended, is able to rest on a wall of a supporting element.
- a portion of the hanger extending downwardly away from a blade soap preferably from the underside of the blade in a suspended condition, has a cross section corresponding to the cross section of the hole in which the hanger is to be suspended. This area is from the wing and that advantageously perpendicular and / or down towards the opposite end of the anchor rod.
- a region of the suspension protruding from a wing, and generally part of the suspension protruding perpendicularly from the wing has a further section which protrudes perpendicularly or at least essentially perpendicularly from the region at the protruding end. This protruding portion enters into a hollow profile of a supporting element when the corresponding part of the anchor system has been hooked. This improves the reliability of the suspension welter.
- the projecting portion is preferably formed by a flat, plate-like element in order to be able to be brought into a hole of a supporting element problem-free and on the other hand advantageous to allow a flat contact with an inner side of a wall of a supporting element, whereby the location of a hinged part of an anchor system can be further improved stabilized.
- the distance between the hook and anchor rod corresponds to the distance of a hole of a supporting element, in which the hitch is to go to the back wall of the associated profile or supporting element.
- This embodiment which includes a locking device to which the pull-out part of the anchor system for disassembly is to be attached, can be produced with very little technical effort. It is sufficient a hole in the corresponding locking device.
- the advantage can be realized that the anchor system is kept ready to hand at a particularly suitable location for a subsequent assembly, without having to operate a large technical effort.
- the bore not only allows attachment of the extractable part of the anchor system to this locking device and thus also to the back of a wall formwork when this locking device is attached to the back. It is about it In addition, it is also possible to attach the pull-out part of the anchor system so that it is kept stable, which is the work safety.
- the bore or another fastening means is arranged or arranged in particular so that the anchor rod in the erected state of the wall formwork perpendicular or at least substantially perpendicular when the anchor rod has been inserted into the bore or on the locking device by another fastening means is attached and the locking device is attached to the back of the wall formwork.
- the extractable part of the anchor system is particularly reliable and easy attached to the locking device and thus to the back of a wall formwork when the locking device is attached to the back of the wall formwork.
- the bore is such that the end of the anchor rod, which is inserted through the hole in the context of disassembly, can sit on a bar of the wall formwork.
- the one end, which is to be inserted through is not opposite the wall formwork, which is advantageous for safety at work.
- a bore is not necessarily provided to allow the end of the anchor rod to be placed advantageously on a bolt of the wall formwork, so as to stabilize the attachment of the withdrawable part of the anchor system.
- the bore or other attachment means is such that the anchor rod subtends an acute angle with the back of the wall formwork when the anchor rod has been attached to the retention device.
- the part of the anchor system which must be detected for pulling out the pull-out part of the anchor system, is then particularly easy to reach.
- Each locking device of the anchor system may preferably be detached from the anchor rod and secured in different positions on each end of tie rods, such as by screws, to optimize effective lengths of anchor rod.
- each locking device has a fastening device for attaching the locking device to a wall formwork.
- the fastening device comprises 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 lower shell, 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.
- a plugged 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, d. H. to be fastened, in order to subsequently connect an end of an anchor rod inserted through closing and setting formwork with this locking device, in particular to screw it.
- 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 one 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 is preferably the locking device attached to a supporting element, which runs vertically in the set up, so in particular along the entire height of an adjustment formwork on a anchoring a particularly suitable position.
- a locking device is attached to the beginning of a mounting on the back of a setting formwork, as this maxlmlert the speed of assembly. After setting up the shuttering, a mechanic is on the side of the shuttering. He can then immediately assemble anchor rods that have been hung after a previous disassembly on the back of the shuttering and thus are available to hand.
- the anchor rod at the end which is not pulled out by wall formwork for assembly, comprises a grid for the production of walls of different thicknesses.
- the anchor rod at the end which is not pulled out by wall formwork for assembly, comprises a grid for the production of walls of different thicknesses.
- the anchor rod is first pushed through Ankerstabbohrungen 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 bolted to a longitudinal member of this wall formwork.
- this wall formwork is a setting formwork, so to mount particularly fast.
- 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 is reached. In the case of a screw connection, the stop prevents further screwing in. In this embodiment, the anchor rod is thus screwed into the thread of the locking device in the maximum possible way.
- the wall of 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.
- 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.
- a stop cell which can be positioned according to grid.
- the adjusting nut is then screwed in the direction of the stopcock until the stop wedge 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 locknut suitably connected counter nut is screwed onto the external thread of the sleeve, and preferably in the maximum possible way.
- the corresponding wall formwork in which: it is preferably a closing formwork, 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 key can be positioned quickly and reliably according to grid dimension by extending in the aligned state, a wall portion of the stop wedge in a corresponding groove. The Anschlagkell is then held in its intended position so that it is able to serve as a stop for an actuator.
- the stop cell has a. Opening with an area that allows a fast movement along the anchor rod until reaching a desired grid position.
- both components comprise flanges that serve each other as a stop, If the lock nut is screwed onto the sleeve with external thread, the flange of the lock nut is moved against the flange of the actuator. 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 pitch 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 anchor system is basically made of metal or at least predominantly of metal.
- FIG. 1 the back of a closing formwork with a longitudinal beam 1 and cross bars 2 is shown in detail, which are attached to the back of a formwork skin 3.
- An anchor rod 4 is pushed into an anchor rod bore and fastened to the side member 1 with a locking device.
- 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 calotte plate 5 joystick-like, so as to the sleeve 6 for to align the anchor rod 4 suitable if necessary.
- the dome plate 5 is bolted to the longitudinal bar 1.
- a two-wing nut 8 is screwed.
- the position of the two-wing 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 frictionally held 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 Rarely the setting formwork.
- a suspension 1 0 is connected, which is arranged adjacent to the two-wing nut 8.
- the two hook-shaped ends 1 1 of the suspension 1 0 can be threaded into overhead holes 1 2 in crossbars so as to hang the anchor rod together with the visible in Figure 1 locking device together with two-nut 8 after dismantling and, above all, within reach adjacent to the anchor rod bore, through which the anchor rod 4 is passed.
- the locking device comprises an adjusting nut 1 3, a z. B. dreieriellge lock nut 14 with internal thread, which can be screwed onto the external thread of the sleeve 6.
- a splint 1 5 With a splint 1 5, the position of the adjusting nut can be fixed at a suitable location on the anchor rod.
- the anchor rod comprises a plurality of holes through which the split pin 1 5 can be inserted. The holes form a grid to align wall formworks for typical wall thicknesses easily and quickly.
- wing 1 6 With the help of a vertical projecting from the anchor rod end wing 1 6 a previously extracted from the wall formwork part of an anchor system can be mounted in a hole 1 2 of a cross bar 2, as the figures 2 and 3
- a protruding wing 1 6 is preferably part of the two-winged wing nut 8, which has been screwed onto the end of the thread 1 7 of the anchor rod 4.
- Each wing 1 6 has a suspension with a first downwardly projecting portion 1 8 with a circular diameter.
- At the lower end of the downwardly projecting portion 1 8 of the suspension there is a plate-shaped, flat portion 1 9 of the suspension, which projects laterally from the wing 1 6 and perpendicular to the area 1 8 with the circular diameter.
- Such a suspension with the range 1 8 and the section 1 9 can clarify as well as the figures 2 and 3 are brought into a hole 1 2 in a reachable from above rare wall of a horizontally extending cross member 2, so as to the corresponding part of the anchor system to hang the back of a shutter at the desired position reliable and stable.
- the area 1 8 with the circular cross section is adapted to the cross section of a hole 1 2 and fills this in the suspended state to more than 50%.
- the lower half of each wing 1 6 is flat, so that it can be flat as shown in Figure 3 on a side wall of a crossbar 2 rest.
- the distance between the anchor rod 4 with the thread 1 7 and the suspension with the range 1 8 corresponds to the distance of a hole 1 2 to the back 20 of the cross bar 2, so that an anchor rod 4 with the thread 1 7 in the suspended state adjacent to the cross bar 2 or rests, which stabilizes the position of the hinged tie rod 4.
- the part of the anchor system which is suspended is held in a stable position on the back of a closing formwork. Pivoting movements relative to the shuttering are minimized so advantageous.
- the wings of the wing nut 8 can be used to manually twist an anchor rod at least initially. If the required force increases too much, the head of the wing nut 8 can be rotated by means of a tool.
- the thread 1 7 of the anchor rod 4 is interrupted at regular intervals by a circumferential groove in order to hang a slug here can.
- Figures 2 and 3 show a hole 22 in the nut 8, in which a grooved pin 9 is beaten.
- FIG. 4 shows a bore 23 in the anchor rod 4. Into which the grooved groove pin 9 arrives for fixation.
- the anchor rod 4 shown in detail in Figure 4 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 supplemental mlthllfe of tools, such as a wrench to turn if necessary can.
- the adjusting nut comprises at one end a circumferentially protruding flange 26, which serves as a stop for an inwardly directed flange 27 (see Figure 1).
- the adjusting nut 1 3 comprises an internal thread, which can be screwed onto the thread 1 7 of the anchor rod 4.
- An abutment scaffold 28 has a recess with a round area 29 and an associated further oblong, further tapering towards the end 30 further area.
- the thread 1 7 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 wedge 28 is then secured against displacement along the anchor rod 4.
- 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.
- FIG. 5 shows a detail of an adjusting formwork 40 with a locking device 41 fastened thereto.
- the adjusting shutter 40 has at the Front of a formwork 42 on.
- the locking device 41 is attached to a longitudinal member 43 by means of a screw 44 and a bolt 45, which engage in holes in the side rail suitable.
- the screw 44 is set at an angle such that no thread is required in the corresponding hole of the longitudinal member 43 in order to fasten 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 extends perpendicularly or at least substantially perpendicularly therethrough and which is therefore not visible in FIGS. 5 and 6.
- the figure 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 the detachable part 4, 27 of the anchor system to be attached to this locking device 41 and thus also to the rear side of the setting formwork 40, if this locking device 41 is shown on the rear side of a longitudinal member as shown in FIGS. 5 and 6 43 is attached.
- the hole is arranged and arranged such that the anchor rod 4 in the erected state of the positioning shuttering 40 shown substantially perpendicular when the anchor rod 4 has been inserted into the hole as shown in Figure 6 and the locking device 41 at the back of the shuttering 40th is attached.
- the bore is also such that the end 4 ⁇ of the anchor rod 4, which has been inserted through the hole, 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 therethrough, 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 anchor 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.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- General Engineering & Computer Science (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL13705771T PL2875192T3 (pl) | 2012-07-18 | 2013-02-22 | Dający się mocować układ kotwiący szalunku ściennego i sposób |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102012212607.4A DE102012212607A1 (de) | 2012-07-18 | 2012-07-18 | Befestigbares Ankersystem einer Wandschalung und Verfahren |
PCT/EP2013/053551 WO2014012681A1 (de) | 2012-07-18 | 2013-02-22 | Befestigbares ankersystem einer wandschalung und verfahren |
Publications (2)
Publication Number | Publication Date |
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EP2875192A1 true EP2875192A1 (de) | 2015-05-27 |
EP2875192B1 EP2875192B1 (de) | 2017-03-29 |
Family
ID=47748612
Family Applications (3)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP13705771.7A Active EP2875192B1 (de) | 2012-07-18 | 2013-02-22 | Befestigbares ankersystem einer wandschalung und verfahren |
EP16200065.7A Active EP3150779B1 (de) | 2012-07-18 | 2013-04-12 | Montage einer wandschalung und ankersystem mit rastermass |
EP13718147.5A Active EP2875193B1 (de) | 2012-07-18 | 2013-04-12 | Montage einer wandschalung und ankersystem mit rastermass |
Family Applications After (2)
Application Number | Title | Priority Date | Filing Date |
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EP16200065.7A Active EP3150779B1 (de) | 2012-07-18 | 2013-04-12 | Montage einer wandschalung und ankersystem mit rastermass |
EP13718147.5A Active EP2875193B1 (de) | 2012-07-18 | 2013-04-12 | Montage einer wandschalung und ankersystem mit rastermass |
Country Status (6)
Country | Link |
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US (2) | US9677290B2 (de) |
EP (3) | EP2875192B1 (de) |
DE (1) | DE102012212607A1 (de) |
ES (1) | ES2624437T3 (de) |
PL (2) | PL2875192T3 (de) |
WO (2) | WO2014012681A1 (de) |
Families Citing this family (20)
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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***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 |
CN112459114A (zh) * | 2020-11-19 | 2021-03-09 | 晟通科技集团有限公司 | 滑模 |
EP4033051B1 (de) | 2021-01-22 | 2023-06-07 | ULMA C y E, S. COOP. | Schalungsanordnung für eine vertikale schalung |
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 |
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- 2012-07-18 DE DE102012212607.4A patent/DE102012212607A1/de active Pending
-
2013
- 2013-02-22 EP EP13705771.7A patent/EP2875192B1/de active Active
- 2013-02-22 US US14/415,671 patent/US9677290B2/en active Active
- 2013-02-22 WO PCT/EP2013/053551 patent/WO2014012681A1/de active Application Filing
- 2013-02-22 PL PL13705771T patent/PL2875192T3/pl unknown
- 2013-02-22 ES ES13705771.7T patent/ES2624437T3/es active Active
- 2013-04-12 PL PL16200065T patent/PL3150779T3/pl unknown
- 2013-04-12 US US14/415,679 patent/US9637938B2/en active Active
- 2013-04-12 EP EP16200065.7A patent/EP3150779B1/de active Active
- 2013-04-12 EP EP13718147.5A patent/EP2875193B1/de active Active
- 2013-04-12 WO PCT/EP2013/057692 patent/WO2014012685A1/de active Application Filing
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Also Published As
Publication number | Publication date |
---|---|
US9637938B2 (en) | 2017-05-02 |
EP3150779B1 (de) | 2019-07-03 |
US20150167330A1 (en) | 2015-06-18 |
EP2875193B1 (de) | 2017-01-18 |
EP3150779A1 (de) | 2017-04-05 |
WO2014012685A1 (de) | 2014-01-23 |
US9677290B2 (en) | 2017-06-13 |
PL3150779T3 (pl) | 2019-11-29 |
EP2875192B1 (de) | 2017-03-29 |
PL2875192T3 (pl) | 2017-07-31 |
ES2624437T3 (es) | 2017-07-14 |
DE102012212607A1 (de) | 2014-02-06 |
EP2875193A1 (de) | 2015-05-27 |
WO2014012681A1 (de) | 2014-01-23 |
US20150176634A1 (en) | 2015-06-25 |
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