EP2536899B1 - Ankersystem einer betonwandschalung - Google Patents

Ankersystem einer betonwandschalung Download PDF

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Publication number
EP2536899B1
EP2536899B1 EP11702442.2A EP11702442A EP2536899B1 EP 2536899 B1 EP2536899 B1 EP 2536899B1 EP 11702442 A EP11702442 A EP 11702442A EP 2536899 B1 EP2536899 B1 EP 2536899B1
Authority
EP
European Patent Office
Prior art keywords
formwork
tie rod
thread
threaded nut
sealing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP11702442.2A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2536899A1 (de
Inventor
Hans Braun
Bernd Renz
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Peri GmbH
Original Assignee
Peri GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Peri GmbH filed Critical Peri GmbH
Priority to PL11702442T priority Critical patent/PL2536899T3/pl
Priority to SI201130730T priority patent/SI2536899T1/sl
Publication of EP2536899A1 publication Critical patent/EP2536899A1/de
Application granted granted Critical
Publication of EP2536899B1 publication Critical patent/EP2536899B1/de
Priority to HRP20160438TT priority patent/HRP20160438T1/hr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04G17/06—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
    • 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

Definitions

  • the invention relates to a formwork element with a formwork skin and a locking device for an anchor rod of an anchor system concrete wall formwork, wherein the locking device has a nut member for screwing through the anchor rod by a nut thread of the nut member.
  • Such anchor systems are used in formwork technology in concreting reinforced concrete structures.
  • Concrete formwork elements, or short formwork elements, of concrete wall formwork are each made of a formwork skin and supporting elements, e.g. Side member and cross bar, constructed.
  • the two sides of a wall are each made up of a concrete formwork element, i. a formwork half, formed, which are held together by anchor rods.
  • the anchor rods are inserted through holes in the formwork skin and attached at their ends to the formwork supporting the elements so that the force acting on the anchor rods during concreting tensile force is absorbed.
  • the two ends of the anchor rods have threads on which nuts are screwed as Ankerfix isten.
  • the effective length of the anchor rod and thus the strength (thickness) of the wall to be concreted is determined.
  • 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 are inserted between the shell skins in the volume of the wall to be concreted, which can absorb the compressive forces arising during the concreting and mounting of the anchor rods, thereby ensuring that these compressive forces do not undesirably affect the wall thickness, i. Reduce.
  • the anchor rod Since the anchor rod is always viewed from the outside, viewed from the rear side of a first formwork element, through the already erected formwork elements, the formwork builder who positions the tie rod, the Anker carefully ordersbohrung the second formwork element can not see. Although the latter armature lead-through bore is still relatively easy to find, the armature bar is then inclined to the formwork facing in the case of poorly aligned armature leadthrough holes, which makes it very difficult to locate the thread of a locking device fastened to the rear side of the second formwork element. Further, in such an inclined position of the anchor rod, the locking devices are no longer fully flush with the formwork elements, resulting in only a selective power transmission in a concreting of the forces occurring from the concrete wall formwork on the locking devices and this heavily loaded.
  • a concrete wall formwork with a first and a second each having a formwork facing formwork element and an anchor system with an anchor rod and locking devices is disclosed, with the formwork elements face with front sides of their formwork skins.
  • the anchor rod is guided by one anchor through hole in the formwork elements.
  • Further annular sealing element are provided for sealing the armature feedthrough holes in the formwork skins.
  • Each of the tie rods for the anchor rod of the anchor system of the concrete wall formwork has a nut member for screwing the anchor rod through Nut screw of the nut member, and a dome plate on. The dome plate is fastened by means of fasteners on a back of one of the formwork elements of the concrete wall formwork.
  • the dome plate has a spherically shaped plate area with an opening in which the nut element is arranged with radial clearance, wherein the nut element has a groove-like radial circumferential receptacle in which the edges of the opening are received in the spherical plate area.
  • a nut element of each anchor system which is arranged ankerstabspitzen utility, has at its concrete shutter side arranged end aligned with the nut thread of the nut member, tubular guide means which serves to facilitate the finding of the screw-in of the nut thread when screwing the anchor rod.
  • the disclosure DE 34 05 976 A1 An anchor system for a concrete wall formwork.
  • the anchor system has anchor nuts which are each provided with a clamping body.
  • the openings provided in the formwork elements for anchor can be made relatively large, whereby the setting of the anchor is facilitated from the outside.
  • the invention is based on the object to provide a locking device for an anchor system and a concrete wall formwork, which avoid disadvantages of the prior art, the tightness of the armature feedthrough holes should be improved, are passed through the oblique tie rods.
  • the formwork element according to the invention with a formwork skin comprises a locking device for an anchor rod of an anchor system of a concrete wall formwork.
  • the locking device comprises an annular sealing member for sealing off an anchor bushing hole in the formwork skin, a nut member for screwing the anchor rod into a nut thread of the nut member, and a dome plate.
  • the dome plate can be fastened by means of fastening means on a rear side of the formwork element of the concrete wall formwork and has a spherically formed plate area with an opening in which the nut element is arranged with radial play.
  • the nut member has a groove-like radial circumferential receptacle in which the edges of the opening are received in the spherical plate area.
  • the sealing element has a rubber-elastic or visco-elastic inner sealing ring and the shuttering element side to be arranged free end of the guide device projects sealingly into the inner sealing ring.
  • a locking device When using a locking device according to the invention can substantially no liquid concrete between the anchor rod and the sealing element exit through the anchor bushing hole. Further, the possibility of damage to the sealing ring during insertion of the anchor rod is reduced in the guide device. Also, the asymmetric pressure load of the rubber-elastic inner sealing ring at not fully aligned armature lead-through holes is reduced, since a load distribution of the forces arising from the pressure load is made possible by the sealing means fitting to the inner sealing ring guide means. The anchor rod itself is not applied to the inner seal.
  • the shuttering element side to be arranged free end of the guide device closes according to the invention with a shell side to be arranged
  • the sealing element has a metal sleeve, wherein the inner sealing ring is arranged sealingly in the metal sleeve.
  • the metal sleeve prevents damage to the inner sealing ring and protects the inner sealing ring in introduced anchor bushing holes.
  • the metal sleeve on a shell side to be arranged radially encircling and radially outwardly extending broadening, whereby a stop for a defined positioning of the sealing element is formed in an armature feedthrough bore.
  • the sealing element may have a preferably made of a rigid plastic outer ring, wherein the outer ring is plugged or screwed onto the metal sleeve.
  • the outer sealing ring can be used for back-side screwing.
  • the shuttering element side to be arranged free end of the guide means abut against a radially encircling and widened sealing lip of the inner sealing ring.
  • the free end of the guide device can serve as a stop for a tie rod to be screwed.
  • the spherically formed plate region forms a spherical shell region with a shell element side ball center, wherein surface areas of the circumferential recording of the nut element, which bear against the spherically formed Piatte Scheme, are formed complementary to the spherical plate region.
  • an anti-rotation is provided on the nut member.
  • This rotation can be achieved for example by forming the superimposed surfaces of the nut member and the dome plate with a high Verwindreibung eg by a nub surface.
  • the anchor rod for example, from the back of the first formwork element in the locking device, which is attached to the back of the second formwork element, are screwed without a formwork builder on the back of the second formwork element, the locking device during screwing, to prevent co-rotation of the nut member with the anchor rod, must serve.
  • Such a locking device is thus suitable, for example, for use in inaccessible concrete formwork areas.
  • the rotation on a stop element wherein by the stopper element, a rotation of the nut member by abutment on a, preferably formed by the fastening means, stop can be prevented.
  • the abutment element is of a wing-like design, a stop arranged further away from the nut element can also prevent twisting.
  • a concrete wall formwork according to the invention comprises a first and a second formwork each having a formwork facing element and an anchor system with an anchor rod, wherein the second Schlaungselement is formed according to the invention, and wherein the formwork elements with front sides of their Schalphaseute face.
  • the locking device is in the region of an anchor bushing hole in the formwork skin of the second formwork element rear side, preferably fastened by fastening means, arranged, and the sealing element of the locking device is provided for sealing the armature feed-through bore in the formwork skin of the second formwork element.
  • the anchor rod coming from the back of the formwork of the first formwork element, passed through a Anker carefully placed into the formwork of the first formwork element and through the sealing element and screwed or screwed into the nut screw of the nut element of the locking device according to the invention.
  • the free end of the guide means is arranged schalungselement 101 and sealingly inserted with the inner sealing ring in the sealing element, so that the free end of the guide means is positioned defined on the sealing element on the formwork skin.
  • the anchor rod on a rounded anchor rod tip, whereby the finding of the screw-in opening at the free end of the guide device is facilitated.
  • the anchor rod advantageously has a first screw thread in the end region of the anchor rod facing away from the anchor rod and a second screw thread in the end region of the anchor rod near the anchor rod tip.
  • the anchor rod advantageously has a smooth surface, which makes the adhesion of concrete more difficult.
  • the anchor rod tapers conically between the first and the second screw thread in the direction of the anchor rod tip, so that the removal of the anchor rod from a hardened concrete wall is facilitated.
  • the thread form of the first screw thread may differ from the thread form of the second screw thread, so that the anchor tip near thread can be made very coarse, whereby the finding of the nut thread of the nut member is facilitated.
  • the anchor rod according to the invention has in the tip region on a stop which rests in the screwed state in the guide means at the free end of the guide means. Predetermined wall thicknesses can be adjusted easily and inaccuracies in the strength of a wall to be concreted are avoided.
  • the sealing element of the locking device is identical, in particular an identical inner diameter exhibiting sealing element for sealing the anchor passage bore provided in the formwork of the first formwork element.
  • the anchor rod is performed by the further sealing element.
  • the shape of a conically tapered anchor rod is designed such that the largest diameter of the conical region is adapted to the sealing element, that it can be inserted sealingly into the inner sealing ring of the further sealing element.
  • the design of the anchor system has the additional advantage that the same sealing elements can be used on both sides of the formwork elements. This is because on one side of the anchor rod and on the other side, the guide element in the region of the sealing element have almost the same outer diameter.
  • FIG. 1 shows a formwork element according to the invention a concrete wall formwork in the cutout in the region of opposite not aligned anchor holes.
  • FIGS. 2a and 2 B show a formwork element according to the invention with the locking device in different sections in attached to a rear side of a concrete formwork element position as a picture detail of FIG. 1 , where in FIG. 2b an enlarged section FIG. 2a is shown.
  • FIG. 3 shows an enlarged view of in FIG. 1 Locking device shown on the left.
  • FIGS. 2a . 2 B and 3 are each detail views of in FIG. 1 shown concrete wall formwork, in each case a sectional view at the level of the longitudinal axis of an anchor rod 2 of the anchor system, which connects a first and a second formwork element 5.6 of the concrete wall formwork together, is shown.
  • the formwork elements 5,6 each have a formwork skin 7 and longitudinal bars. Possibly. existing crossbars are not shown because of the selected image detail.
  • On longitudinal and transverse bar the formwork skin 7 is usually applied, in particular riveted.
  • the anchor rod 2 is aligned at an angle ⁇ obliquely to the surfaces of the Schalphase 7.
  • FIG. 1 runs in each case by a longitudinal bar, so that the respective longitudinal bar is shown only by the wall 11 of the steel profile from which this is made.
  • the formwork elements 5.6 are opposite to the formation of a concrete wall to be concreted with the front sides of their Schalphase 7.
  • an anchor leadthrough hole 13 is provided in each of the shuttering skins 7.
  • the anchor rod 2 is of the Rear side of the first formwork element 5 from passing through the armature feedthrough holes 13 and the longitudinal latch, in the region of the armature feedthrough holes 13 are arranged, passed.
  • annular sealing elements 15 are arranged or inserted in the armature lead-through bores 13, which each comprise the anchor rod 2 in such a way that substantially no liquid can escape through the armature leadthrough holes 13 during concreting.
  • a locking device 20,21 positioned in the region of the armature feedthrough holes 13.
  • the locking devices 20,21 each have a nut member 23,24 with a nut thread, ie a bore with an internal thread, through which the anchor rod 2 is screwed or is.
  • the locking devices 20,21 each have a dome plate 26,27 with fastening means 30 for fastening the dome plate 26,27 and thus the locking device 20,21 on the back of each one of the formwork elements 5.6.
  • the fastening means 30 are formed by a bore in the edge region of the dome plate 26,27, through which a screw bolt 32 can be screwed into a screw hole on the respective longitudinal latch or is screwed.
  • the dome plate 26,27 is made of a steel plate. It has a spherically formed plate region, ie a plate region shaped as a spherical shell region, in which an opening is provided.
  • the spherical shell region in each case forms a shell element-side ball center. That is, the curvature of the spherical shell region is oriented so that its center in the region of the formwork element 5.6 is located on the associated locking device 20,21 is attached. Preferably, this center lies in the Schalhautebene.
  • the concave surface of the dome plate 26,27 is arranged in the direction of the formwork skin 7 of the respective formwork element 5,6 with circumferential radial play.
  • the nut member 23,24 of the respective locking device 20,21 is positioned.
  • a radially encircling groove is provided which forms a receptacle 40 in which the edges of the opening in the spherical plate area of the associated dome plate 26,27 are accommodated.
  • the receptacle 40 has a shape corresponding to the spherical plate area, so that within the radial play a full deflection of the nut member 23,24 on the dome plate 26,27, out of the dome plate 26,27, is possible.
  • the groove can be formed, for example, by forming a ring 41 (FIG. 3) forming the concrete shutter side wall of the groove.
  • Fig. 2a is slipped or screwed onto a tubular portion of a part of the nut member 23, 24 which is formed as a dome nut.
  • the nut element 24 is designed in two parts. It consists of the sleeve-like extension, which is integral with the guide means 45 and in which the nut thread is, and a secured for example with a split pin screwed or plugged thereto anti-rotation device 60.
  • the anti-rotation device 60 has radially projecting from the nut member wing elements, so that Also, a further remote from the nut member 24 stop a co-rotation of the nut member 24 when screwing the anchor rod 2 can prevent.
  • the sealing elements 15 a rubber-elastic inner sealing ring 46 with a widened sealing lip 46 'and a metal sleeve 47, wherein the inner sealing ring 46 is arranged sealingly in the metal sleeve 47.
  • the shuttering element side arranged free end of the guide means 45 is sealingly inserted with the inner sealing ring 46 in the sealing element 15, which is arranged in the armature feedthrough bore 13 of the formwork skin 7, on which the locking device 21 according to the invention is attached.
  • the metal sleeve 47 is provided with a shell-side arranged radially encircling and radially outwardly extending widening 49 which defines the insertion depth of the sealing elements 15 in the armature feedthrough holes 13 and forms an edge protector as a positioning aid.
  • the guide device 45 is inserted so far into the associated sealing element 15 that it protrudes slightly beyond the outer surface of the formwork skin 7 and over a shell side arranged, bead-like widened outer edge of the inner sealing ring 46.
  • the supernumerary, protruding portion is designed as a free end 51 of the guide device 45.
  • the free end 51 of the guide means 45 and the widening 49 of the metal sleeve 47 project slightly beyond the outer surface of the formwork skin 7.
  • the sealing elements 15 have a made of a rigid plastic outer ring 48 which is screwed from the back of the formwork skin 7 on the metal sleeve 47, whereby in addition to the additional rear seal of the armature feedthrough holes 13, a positional fixation of the sealing elements 15 is achieved.
  • the anchor rod 2, which is passed through the sealing element 15 with the tip 50 is inserted directly into the guide means 45, which is secured to the anti-rotation device 60.
  • the anti-rotation device 60 is designed as a dome nut.
  • the pivot point (circle center), by which the cap nut (guide device 45, anti-rotation device 60) can pivot, displace or displace upon insertion of the anchor rod 2, lies in the region of the plane of the formwork skin 7.
  • an anti-rotation device 60 is provided.
  • These anti-rotation devices 60 are designed such that an outer region of the screw nut elements 24 during rotation of the respective screw nut element 24 to one, for example, by the fastening means 30 of the associated dome plate 27 formed Abut stop, so that the nut member 24 can not rotate further.
  • the anchor rod 2 is completely screwed in the figures.
  • the screw thread 70 of the anchor rod 2 in the region of the tip 50 of the anchor rod 2 has a smaller diameter than the remaining anchor rod 2, whereby at the transition of the screw thread 70 to the remaining anchor rod 2, a screw 52 is formed. With this screw 52 abuts the fully screwed anchor rod 2 to the free end 51 of the guide device 45.
  • the screw-in depth of the screw thread 70 in the region of the tip 50 of the anchor rod 2 in the nut member 24 of the associated locking device 21 is defined so defined.
  • the diameter of the anchor rod 2 in the region of the screw thread 70 is the same over the length of the thread (cylindrical threaded portion).
  • the nut thread of the locking device 20 positioned at the rear side of the first formwork element 5 from which the anchor rod 2 is inserted accommodates a larger anchor rod than the screw nut thread of the locking device 21 on the rear side of the second formwork element 6.
  • the illustrated anchor rods 2 also have at their end regions facing away from the tip 50 of the respective anchor rod, onto which the locking devices 20 fastened to the rear side of the first shuttering element 5 are screwed, split-pin holes 75 for the passage of securing splines. By means of the arrangement of these pinholes 75, the wall thickness of the wall to be concreted can be determined.
  • the anchor rods 2 are over their entire Course, except for the two ends formed threaded sections, tapered design.
  • FIG. 1 In order to be able to absorb tilting forces from the concreting process on the formwork elements 5, 6, which would lead to a reduction in the wall thickness of the wall to be concreted, by the illustrated anchoring system, is in FIG. 1 nor an attachment of the dome plates 26,27 provided on the back sides of the formwork elements 5,6.
  • the latter attachment is made in the figures by means of bolts 32 with molded rings.
  • the anchor rod 2 has in its between the formwork skins 7 to be positioned in the direction of the anchor tip 50 conically tapered shape, whereby the anchor rod 2, especially if this was treated or oiled before its application to the concrete wall formwork, after curing of the concrete concrete wall again relieved is removable.
  • the formwork elements 5.6 of the concrete wall formwork shown are arranged with their anchor feedthrough holes 13 not aligned opposite. Accordingly, the nut members 23, 24 of the locking devices 20, 21 are not centered in the openings of the spherical plate portions of the associated dome plates. Rather, the nut elements 23, 24 are radially deflected on the surfaces of the spherical areas of the dome plates, guided by the respective dome plates, so that the anchor rod 2 does not have to be aligned perpendicular to the scarf skins 7 of the formwork elements 5, 6. Sloping anchorages are permanently and repeatedly used with the locking device possible and this with one-sided operation. The operator side facing away from the anchor point is securely sealed, the anchor rod itself no longer presses on the sealing lip of the sealing element. The set anchor rod rests on the screw stop at the free end of the guide device. About the guide means sealing with the inner sealing ring of the sealing element.
  • a formwork element (5,6) with a formwork skin (7) and a locking device (21) for an anchor rod (2) of an anchoring system concrete wall formwork (6) wherein the locking device comprises: - an annular sealing member (15) for sealing a Anker carefully pricesbohrung (13) in the formwork skin (7), - a nut element (24) for screwing the anchor rod (2) in a nut thread of the nut member (24), and - a dome plate (27) by means of fastening means (30) on a Rear side of the formwork element (6) is fixed and which has a spherically shaped plate portion having an opening in which the nut member (24) is arranged with radial play, wherein the nut member (24) has a groove-like radial circumferential receptacle (40) in which the Rims of the opening are received in the spherical plate area, wherein the concrete shutter side arranged end of the screws nut member (24) is provided with an integral with the nut member

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Piles And Underground Anchors (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP11702442.2A 2010-02-18 2011-02-01 Ankersystem einer betonwandschalung Active EP2536899B1 (de)

Priority Applications (3)

Application Number Priority Date Filing Date Title
PL11702442T PL2536899T3 (pl) 2010-02-18 2011-02-01 System kotwiczenia oszalowania betonowej ściany
SI201130730T SI2536899T1 (sl) 2010-02-18 2011-02-01 Sidrni sistem betonskega stenskega opaža
HRP20160438TT HRP20160438T1 (hr) 2010-02-18 2016-04-22 Sidrišni sustav obloga za betonski zid

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102010002108A DE102010002108A1 (de) 2010-02-18 2010-02-18 Ankersystem einer Betonwandschalung
PCT/EP2011/051419 WO2011101240A1 (de) 2010-02-18 2011-02-01 Ankersystem einer betonwandschalung

Publications (2)

Publication Number Publication Date
EP2536899A1 EP2536899A1 (de) 2012-12-26
EP2536899B1 true EP2536899B1 (de) 2016-01-27

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP11702442.2A Active EP2536899B1 (de) 2010-02-18 2011-02-01 Ankersystem einer betonwandschalung

Country Status (20)

Country Link
US (1) US8727302B2 (es)
EP (1) EP2536899B1 (es)
CN (1) CN102791939B (es)
AU (1) AU2011217385B2 (es)
BR (1) BR112012020754B1 (es)
CA (1) CA2789395C (es)
CL (2) CL2012002263A1 (es)
DE (1) DE102010002108A1 (es)
DK (1) DK2536899T3 (es)
ES (1) ES2563050T3 (es)
HK (1) HK1174674A1 (es)
HR (1) HRP20160438T1 (es)
HU (1) HUE028807T2 (es)
MX (1) MX2012009560A (es)
PL (1) PL2536899T3 (es)
RU (1) RU2513601C1 (es)
SG (1) SG183288A1 (es)
SI (1) SI2536899T1 (es)
UA (1) UA104082C2 (es)
WO (1) WO2011101240A1 (es)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2024056694A1 (de) 2022-09-15 2024-03-21 Peri Se Rahmenschalungselement für ein wandschalungssystem, wandschalungssystem und verfahren zum aufbau eines wandschalungssystem
WO2024056693A1 (de) 2022-09-15 2024-03-21 Peri Se Rahmenschalungselement

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DE102012212607A1 (de) 2012-07-18 2014-02-06 Harsco Infrastructure Services Gmbh Befestigbares Ankersystem einer Wandschalung und Verfahren
DE102012212603A1 (de) * 2012-07-18 2014-01-23 Harsco Infrastructure Services Gmbh Arretiervorrichtung mit Wandschalungsbefestigungseinrichtung und Verfahren
DE102013211490A1 (de) 2013-06-19 2014-12-24 Doka Industrie Gmbh Schalungsankeraufnahme, Schalungsanker sowie Schalungselement zur Aufnahme dieser
CN103422574B (zh) * 2013-07-18 2016-03-16 浙江中隧桥波形钢腹板有限公司 组合结构螺栓收缩式连接结构及施工工艺
DE102014211483A1 (de) * 2014-06-16 2015-12-17 Peri Gmbh Ankerkonusvorrichtung, Schalungsanker und Betonschalungssystem
DE102014012037A1 (de) 2014-08-16 2016-02-18 Redima Ag Ankervorrichtung einer Betonwandschalung, Schalungselement und Verfahren zum Montieren einer Ankervorrichtung
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EP3181781A1 (de) * 2015-12-18 2017-06-21 DOKA GmbH Schalungsankeraufnahme
CA2966199A1 (en) * 2016-05-06 2017-11-06 Cooper E. Stewart Insulating concrete form system
EP3258033A1 (en) * 2016-06-17 2017-12-20 ULMA C y E, S. COOP. Anchor for a vertical formwork and vertical formwork
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WO2024056694A1 (de) 2022-09-15 2024-03-21 Peri Se Rahmenschalungselement für ein wandschalungssystem, wandschalungssystem und verfahren zum aufbau eines wandschalungssystem
DE102022123650A1 (de) 2022-09-15 2024-03-21 Peri Se Rahmenschalungselement für ein Wandschalungssystem, Wandschalungssystem und Verfahren zum Aufbau eines Wandschalungssystems
WO2024056693A1 (de) 2022-09-15 2024-03-21 Peri Se Rahmenschalungselement
DE102022123654A1 (de) 2022-09-15 2024-03-21 Peri Se Rahmenschalungselement

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US8727302B2 (en) 2014-05-20
CL2014002902A1 (es) 2015-07-10
BR112012020754B1 (pt) 2019-12-10
WO2011101240A1 (de) 2011-08-25
CN102791939B (zh) 2016-01-20
SG183288A1 (en) 2012-09-27
DK2536899T3 (en) 2016-04-25
PL2536899T3 (pl) 2016-05-31
CA2789395C (en) 2016-08-23
US20120304570A1 (en) 2012-12-06
HUE028807T2 (en) 2017-01-30
AU2011217385B2 (en) 2014-09-11
BR112012020754A2 (pt) 2016-05-03
ES2563050T3 (es) 2016-03-10
CN102791939A (zh) 2012-11-21
HK1174674A1 (zh) 2013-06-14
DE102010002108A1 (de) 2011-08-18
UA104082C2 (ru) 2013-12-25
HRP20160438T1 (hr) 2016-05-20
EP2536899A1 (de) 2012-12-26
RU2513601C1 (ru) 2014-04-20
CA2789395A1 (en) 2011-08-25
AU2011217385A1 (en) 2012-11-08
SI2536899T1 (sl) 2016-03-31
CL2012002263A1 (es) 2013-06-07
MX2012009560A (es) 2012-10-01

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