EP2126248B1 - Ankersystem einer betonwandschalung - Google Patents

Ankersystem einer betonwandschalung Download PDF

Info

Publication number
EP2126248B1
EP2126248B1 EP08715438A EP08715438A EP2126248B1 EP 2126248 B1 EP2126248 B1 EP 2126248B1 EP 08715438 A EP08715438 A EP 08715438A EP 08715438 A EP08715438 A EP 08715438A EP 2126248 B1 EP2126248 B1 EP 2126248B1
Authority
EP
European Patent Office
Prior art keywords
anchor
anchor rod
locking device
screw nut
formwork
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
EP08715438A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2126248A1 (de
Inventor
Artur Schwörer
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 SI200830382T priority Critical patent/SI2126248T1/sl
Priority to PL08715438T priority patent/PL2126248T3/pl
Publication of EP2126248A1 publication Critical patent/EP2126248A1/de
Application granted granted Critical
Publication of EP2126248B1 publication Critical patent/EP2126248B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • E04G17/06—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 an anchor system of a concrete wall formwork with at least one locking device for an anchor rod of the anchor system, wherein the locking device has a nut element 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 wall formworks are made of a formwork skin and its 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. As a result, 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 accommodate the pressure forces generated during the concreting process, thereby ensuring that these compressive forces do not affect the wall thickness undesirable, i. Reduce.
  • the DE 197 54 366 C2 discloses an anchor system of a concrete wall formwork in which a locking device is provided on one side of a concrete wall formwork.
  • the locking device consists of a positional fixation of a nut of the anchor system.
  • the nut is fixed in position by transverse to its axis, fixed in a cross bar locking screws, whereby the position-fixed nut is no longer rotatable.
  • the screw is also locked relative to a formwork half due to the fastening of the locking screws on the crossbar.
  • the DE 103 36 414 B4 discloses an anchor system, wherein on the backs of two forming a concrete wall formwork formwork elements through which an anchor rod of the anchor system is carried out, respectively a very flexible locking device is provided, by means of which both train and compressive forces can be absorbed on the formwork elements so that the trainees concrete wall thickness can be formed very accurately.
  • the DE 94 12 556 U discloses a locking device for an anchor rod of a bolting system of a concrete wall formwork, comprising a nut member for screwing through the anchor rod, wherein a dome plate is provided which has a spherical plate portion having an opening.
  • the nut member is formed to be spherical so as to be movably supported within the edges of the opening similarly to a ball joint, whereby radial rotation of the nut member in the opening is prevented by axial groove-like guides.
  • the EP 0 279 046 has the features of the preamble of claim 1 and describes a locking device for an anchor rod of an anchor system concrete wall formwork, with a nut member for screwing through the anchor rod, wherein the nut member has a radially circumferential groove. It is provided an anchor plate having an opening in the groove with a radial clearance is arranged. In this case, the nut element can be tilted only slightly in the anchor plate, wherein the axis of rotation is in this tilting according to the curvature of an intermediate layer on the side facing away from the formwork of the screw nut element.
  • the invention has for its object to provide an anchor system for concrete wall formwork, a locking device for the anchor system and a concrete wall formwork, which avoid the disadvantages of the prior art.
  • a locking device for an anchor rod of an anchor system concrete wall formwork with a first and a second formwork element has a nut member for screwing through the anchor rod by a nut thread of the nut member. It is provided a dome plate, which can be fastened by means of fastening means on a rear side of one of the shuttering elements of the concrete wall formwork, so facing away from the concrete side facing skin surface usually longitudinal and / or cross bar side of the formwork element.
  • the dome plate has a spherically shaped plate portion with an opening in which the nut member is arranged with radial play.
  • the nut member has a groove-like radial circumferential receptacle in which the edges of the Opening are included in the spherical plate area.
  • the radial clearance is circumferentially present, so that within the radial play a full deflection of the nut member on the dome plate is made possible. This results in a fulcrum of the preferably a dome nut comprehensive nut element in the region of the armature feedthrough bore in the formwork skin.
  • the radius of the spherical plate area is chosen according to the distance between the formwork skin and the opening in the spherical plate area. The nut element can thus be deflected similar to a joystick on the dome plate.
  • a tubular guiding device aligned with the screw nut thread of the screw nut element is provided on the end of the screw nut element to be arranged on the concrete formwork side.
  • the inner surface of the tubular guide means may advantageously be funnel-shaped.
  • at least the cross section of the screw nut element facing away from the opening of the guide device exceeds that of the nut thread of the nut member.
  • the guide device ends in the region of the scarf skin level, so that the tip of an anchor rod compellingly enters the opening of the guide device when setting an anchor rod.
  • an anti-rotation is provided on the nut member.
  • This anti-twist device can e.g. by forming the superposed surfaces of the nut member and the dome plate with a high twisting friction e.g. be achieved by a nubbed surface.
  • the anchor rod e.g. be screwed from the back of the first formwork element in the locking device, which is attached to the back of the second formwork element, without a formwork builder on the back of the second formwork element, the locking device during screwing, for preventing co-rotation of the nut member with the anchor rod operate got to.
  • Such a locking device is therefore suitable e.g. For use on inaccessible concrete formwork areas.
  • the rotation on a stop element wherein by the stop 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.
  • An inventive anchoring system of a concrete wall formwork comprises an anchor rod and a first and a second locking device according to the invention, wherein the anchor rod in the nut screw thread the screw nut elements of the locking devices is screwed.
  • the advantages of the locking device according to the invention can be realized on both sides of the concrete wall formwork.
  • the anchor rod preferably has a course tapering in the direction of an anchor rod tip, wherein a first screw thread in the anchor rod tip end region of the anchor rod has a larger thread diameter than a second screw thread in the anchor rod near the anchor rod tip end.
  • the ankerstabspitzennahe second screw thread can be screwed as far as the stop in the second locking device, so that there is a defined position of the anchor rod and thus the second formwork element.
  • the anchor rod tapers conically between the first and second screw threads, which facilitates removal of the anchor rod after curing of a concrete wall poured between the concrete wall formwork.
  • a concrete wall formwork according to the invention, at least one anchor system according to the invention is applied.
  • the concrete wall formwork on a first and a second formwork element, wherein facing the formwork elements with their formwork skins.
  • the first locking device of the anchor system preferably fixed by means of first fastening means, arranged and the second Locking device of the anchor system is on the back of the second formwork element, preferably fixed by means of second fastening means arranged.
  • the anchor rod of the anchor system is coming from the back of the first formwork element, screwed through the nut thread of the nut member of the first locking element and performed by a respective Anker carefully prices items, screwed into the nut thread of the nut member of the second locking device.
  • the application of the anchor system according to the invention can advantageously be made such that first the second locking device on the back of the second formwork element, for example by means of a screw bolt is attached. Then, the anchor rod on which the first locking device is already screwed in the region of the ankerstabspitzenfernen end, passed from the back of the first formwork element through the formwork elements and screwed into the nut element of the second locking device to stop.
  • the first locking device is attached to the adjacent formwork element.
  • the attachment of the two locking devices on the backs of the formwork elements is, in addition to the exact positioning, also to the fact that the anchor system can be derived on the anchor rod and the pouring of the concrete wall formwork acting on the formwork elements pressure forces.
  • a locking device with a tubular guide device and / or an anti-twist device is used as the second locking device, the finding of the nut thread of the second Locking simplified and / or the second locking device must not be held by a formwork builder to prevent co-rotation when screwing the anchor rod.
  • anchor system Very advantageous in a concrete wall formwork according to the invention as anchor system is an anchor system in which a first screw thread in ankerstabspitzenabgewandten end portion of the anchor rod has a larger thread diameter than a second screw thread in ankerstabspitzennahen end of the anchor rod, preferably with a conically tapered anchor rod used.
  • Another embodiment of the locking devices according to the invention for attachment to the formwork element to be erected first could consist in that the locking device are permanently attached to the formwork elements. This would have the advantage that you have to make at the first established Schalungslement no Vormonttechnik. However, the locking means would then be slidably attached to the formwork elements, so that the anchor rod with the attached thereto locking device can attach to the closing formwork side.
  • FIGS. 1 to 4 each show an embodiment of a concrete wall formwork according to the invention in different phases of the implementation of an anchor rod of an anchor system according to the invention in a section through the respective anchor system according to the invention.
  • the Figures 1b and 1c each show an enlarged view FIG. 1a ,
  • FIGS. 1 to 4 In each case an embodiment of a concrete wall formwork according to the invention is shown in different phases of the implementation of an anchor rod 2 of an anchor system according to the invention in a section through the respective anchor system according to the invention. Shown is in each case a first and a second formwork element 5.6.
  • the formwork elements 5.6 each have a formwork skin 7 and longitudinal and transverse bars 9, to which the formwork skin 7 is usually riveted.
  • the cut representation runs in each case by a longitudinal bar, so that the respective longitudinal bar only by the wall 11 of the steel profile from which it is made, is shown.
  • the formwork elements 5.6 are facing the formation of a concrete wall to be concreted with their Schalphaseuten 7.
  • a cross bar is provided in the Schalphaseuten 7 each have an anchor passage bore 13.
  • the anchor rod 2 is or is just from the back of the first formwork element 5 through the anchor bushing holes 13 and the cross bar, in whose area the armature feedthrough holes 13 are arranged, passed.
  • seals 15 are arranged in the armature feed-through bores 13, which surround the armature bar 2 in such a way that substantially no liquid can escape through the armature feed-through bores 13 during concreting.
  • 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 through 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 hole in the edge region of the dome plate 26,27, formed by a screw bolt 32 can be screwed into a screw hole 34 on the respective longitudinal bolt or screwed.
  • the dome plate 26,27 is made of a steel plate.
  • the she has a spherically shaped plate region, ie a plate region shaped as a spherical shell region, in which an opening is provided.
  • 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.
  • At the screw nut elements 23,24 each have a radially encircling groove is provided which forms a receptacle 40 in which the edges of the opening in the spherical plate portion 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, guided by the dome plate 26,27, is possible.
  • the groove can be formed, for example, in that a ring 41 forming the concrete shutter side wall of the groove is slipped or screwed onto a tubular region of a part of the screw nut element 23, 24 which is formed as a dome nut 42.
  • tubular guide means 45 is provided (eg sleeve-like extension, which is formed on the nut member 24) having a conically extending free Cross section has.
  • the inner surface of this guide device 45 is funnel-shaped with an opening angle, so that it serves as a guide during the insertion of an anchor rod 2, as in FIG. 2 represented, serves.
  • the opening of the guide means 45 extends approximately to the seal 15 in the associated anchor bushing holes 13 of the corresponding formwork skin 7, so that an anchor rod 2, which is passed through the associated seal 15 with its tip 50, is inserted directly into the guide means 45, which is integrally formed on the cap nut 42.
  • the pivot point (circle center) to which the cap nut 42 pivot when inserting an anchor rod 2 deflect or can be moved in the plane of the formwork skin 7.
  • the nut members 23,24 of the locking devices 20,21 to the Rear sides of the second formwork elements 6, ie those formwork elements 6, by which the anchor rods 2 are introduced from the front side, ie from the formwork skin 7, in each case an anti-rotation device 60 is provided.
  • These anti-rotation devices 60 are designed in such a manner that an outer region of the screw nut elements 24 abuts upon rotation of the respective screw nut element 24 against a stop formed, for example, by the attachment means 30 of the associated dome plate 27, so that the nut element 21 can not rotate any further.
  • the formwork elements 5.6 of the concrete wall formwork in the FIGS. 1 are arranged with their armature feedthrough holes 13 aligned opposite one another. It follows that the nut elements 23,24 are centrally positioned in the associated openings in the dome plates 26,27.
  • the anchor rod 2 is in FIG. 1 completely screwed in.
  • 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 stop is formed.
  • 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 screw thread 71 in the region of the ankerspitzenabgewandten end of the anchor rod 2 is therefore greater than the diameter of the screw thread 70 in the region of the tip 50 of the anchor rod 2.
  • the nut thread of the positioned at the back of the first shuttering element 5 locking device 20, from the anchor rod 2 is inserted has a larger diameter than the nut thread of the locking device 21 on the back of the second formwork element 6.
  • the illustrated anchor rods 2 also have at their remote from the tip 50 of the respective anchor rod end portions on which the at Rear side of the first shuttering element 5 fastened locking devices 20 are screwed on pinholes 75 for performing securing splints on. By means of the arrangement of these pinholes 75, the wall thickness of the wall to be concreted can be determined.
  • FIGS FIG. 1 In order to be able to absorb compressive forces 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, it would be apparent from FIGS FIG. 1 nor an attachment of the dome plates 26,27 on the backs of the formwork elements 5,6 necessary.
  • the latter attachment is in the Figures 2 and 3 made by means of bolts 32 with molded rings.
  • the anchor rods 2 have in their between the formwork skins 7 to be positioned areas in the direction of the respective armature tip 50 conically tapered shape, whereby the anchor rods 2, in particular if they have been treated or oiled prior to their application to the concrete wall formwork, can be removed once again in a facilitated manner after the concrete wall has hardened.
  • the formwork elements 5.6 of the concrete wall formworks of FIGS. 2 to 4 are arranged with their anchor bushing holes 13 are not aligned opposite. Accordingly, the nut members of the locking devices 20, 21 are not centered in the openings of the spherical plate portions of the associated dome plates. The nut elements are rather guided on the surfaces of the spherical areas of the dome plates of the associated dome plates radially deflected so that the anchor rods 2 are not aligned perpendicular to the scarf skins 7 of the formwork elements 5.6.
  • FIG. 2 is shown as the anchor rod 2, after passing through the armature feedthrough bore 13 of the second formwork element 6, with the tip 50 penetrates into the tubular guide means 45 of the attached to the back of the second formwork element 6 locking device 21 and from the guide means 45 to the nut thread of the associated Nut element is guided.
  • the anti-rotation device 60 is formed as a kind of wing 80 projecting from the nut member, so that a further remote from the nut member stop can prevent co-rotation of the nut member when screwing the anchor rod 2.
  • the anchor rod 2 in FIG. 4 has a consistent Screw thread along its entire length. The latter makes it necessary to coat the anchor rod 2 before its application to the concrete wall formwork, at least in the subsequently concreted area of the anchor rod 2 with a conical plastic layer 82, so that the anchor rod after curing of the concrete wall can be removed again.
  • a locking device 20,21 for an anchor rod 2 of an anchor system concrete wall formwork with a nut member 23,24 for screwing through the anchor rod 2 by a nut thread of the nut member 23,24.
  • a dome plate 26,27 is provided, which can be fastened by means of fastening means 30 on a rear side of a formwork element 5,6 of the concrete wall formwork and has a spherically shaped plate area with an opening in which the nut member 23,24 is arranged with radial play, said Nut element 23,24 has a groove-like radial circumferential receptacle 40 in which the edges of the opening are received in the spherical plate area.
  • the invention is not limited to the embodiments given above. Rather, a number of variants are conceivable, which make use of the features of the invention even with fundamentally different type of execution.

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)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP08715438A 2007-01-27 2008-01-23 Ankersystem einer betonwandschalung Active EP2126248B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
SI200830382T SI2126248T1 (sl) 2007-01-27 2008-01-23 Sidrni sistem opaĺ˝a betonskega zidu
PL08715438T PL2126248T3 (pl) 2007-01-27 2008-01-23 System kotwiczenia oszalowania betonowych ścian

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102007004226A DE102007004226B3 (de) 2007-01-27 2007-01-27 Ankersystem einer Betonwandschalung
PCT/DE2008/000116 WO2008089737A1 (de) 2007-01-27 2008-01-23 Ankersystem einer betonwandschalung

Publications (2)

Publication Number Publication Date
EP2126248A1 EP2126248A1 (de) 2009-12-02
EP2126248B1 true EP2126248B1 (de) 2011-07-06

Family

ID=39511090

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08715438A Active EP2126248B1 (de) 2007-01-27 2008-01-23 Ankersystem einer betonwandschalung

Country Status (17)

Country Link
US (1) US8220772B2 (pl)
EP (1) EP2126248B1 (pl)
JP (1) JP5190468B2 (pl)
CN (1) CN101622410B (pl)
AT (1) ATE515608T1 (pl)
AU (1) AU2008209157B2 (pl)
CA (1) CA2676355C (pl)
DE (1) DE102007004226B3 (pl)
DK (1) DK2126248T3 (pl)
ES (1) ES2368746T3 (pl)
HR (1) HRP20110669T1 (pl)
PL (1) PL2126248T3 (pl)
PT (1) PT2126248E (pl)
RU (1) RU2409730C1 (pl)
SI (1) SI2126248T1 (pl)
UA (1) UA94501C2 (pl)
WO (1) WO2008089737A1 (pl)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10662660B2 (en) 2016-06-17 2020-05-26 Ulma C Y E, S. Coop. Vertical formwork anchor with fixing key to fix to a vertical formwork panel
US10815683B2 (en) 2016-06-17 2020-10-27 Ulma C Y E, S. Coop. Vertical formwork with tie rod and tie rod anchor

Families Citing this family (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102009048114A1 (de) 2009-10-02 2011-04-07 Rempel Stanztechnik Gmbh & Co. Kg Verfahren zur Herstellung einer Stütz- oder Ankerplatte
DE102009054857A1 (de) 2009-12-17 2011-06-22 Doka Industrie Gmbh Spannvorrichtung und Betonschalungssystem mit zumindest einer Spannvorrichtung
DE102010002108A1 (de) * 2010-02-18 2011-08-18 Peri GmbH, 89264 Ankersystem einer Betonwandschalung
DE102010011173A1 (de) * 2010-03-12 2011-09-15 Peri Gmbh Dichtungsanordnung für Schalungen
DE102012203678A1 (de) * 2012-03-08 2013-09-12 Peri Gmbh Ankerstabbefestigungsvorrichtung, Schalungsanker sowie Betonwandschalung
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
DE102012212600A1 (de) 2012-07-18 2014-01-23 Harsco Infrastructure Services Gmbh Arretiervorrichtung mit Anschlag für Ankerstab und Verfahren
DE102013211490A1 (de) 2013-06-19 2014-12-24 Doka Industrie Gmbh Schalungsankeraufnahme, Schalungsanker sowie Schalungselement zur Aufnahme dieser
RU2582277C1 (ru) * 2015-03-13 2016-04-20 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Нижегородский государственный архитектурно-строительный университет" (ННГАСУ) Способ испытания прочности бетона монолитных строительных конструкций и анкерное приспособление для испытания прочности бетона монолитных строительных конструкций
EP3181781A1 (de) * 2015-12-18 2017-06-21 DOKA GmbH Schalungsankeraufnahme
EP3385469B1 (en) * 2017-04-06 2019-12-18 ULMA C y E, S. COOP. Anchor assembly for a vertical formwork and vertical formwork
ES2856973T3 (es) 2017-04-06 2021-09-28 Ulma C Y E S Coop Anclaje para un encofrado vertical y encofrado vertical que comprende uno de dichos anclajes.
PL3385468T3 (pl) 2017-04-06 2019-08-30 Ulma C Y E, S. Coop. Deskowanie pionowe z kotwą gwintowaną
EP3399120B1 (de) * 2017-05-04 2023-02-01 MEVA Schalungs-Systeme GmbH Anker schalungsanordnung mit zwei mit abstand angeordneten schalelementen verfahren zum errichten der schalungsanordnung
DE102018205384A1 (de) 2018-04-10 2019-10-10 Hünnebeck GmbH Montage einer Wandschalung, Ankersystem und Hülse
PL3587705T3 (pl) * 2018-06-22 2022-01-31 Ulma C Y E, S. Coop. Szalunek pionowy
ES2757985B2 (es) * 2018-10-30 2021-04-13 Inveral S L Conector para sistemas de encofrado y sistema de encofrado asociado al mismo
EP3653810B1 (en) 2018-11-15 2024-05-08 DOKA GmbH Formwork panel, formwork system and method for mounting a tie rod
CA3143796A1 (en) * 2019-07-31 2021-02-04 Rick SCHILLE Formwork tie
CN112681729B (zh) * 2020-12-22 2022-09-23 中国建筑第八工程局有限公司 变形缝位置的双柱支模结构及其施工方法
CN112538969B (zh) * 2020-12-23 2025-02-18 高碑店市汇海建筑材料制造有限公司 一种螺杆锚固调节锁具
CN113389377A (zh) * 2021-05-28 2021-09-14 新疆大学 一种模板灵活连接锚固装置
DE102022123654A1 (de) 2022-09-15 2024-03-21 Peri Se Rahmenschalungselement
DE102022123650A1 (de) 2022-09-15 2024-03-21 Peri Se Rahmenschalungselement für ein Wandschalungssystem, Wandschalungssystem und Verfahren zum Aufbau eines Wandschalungssystems
CN115853315A (zh) * 2022-11-08 2023-03-28 浙江省一建建设集团有限公司 一种软土基坑开挖用支护及车道一体装置
PE20251517A1 (es) * 2023-03-22 2025-06-02 Encofrados J Alsina Sa Dispositivo para colocacion de paneles de encofrado para ejecucion de un muro de hormigon
CN116657771B (zh) * 2023-06-05 2025-08-26 上海应用技术大学 一种墙板连接结构

Family Cites Families (29)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US842722A (en) * 1906-05-10 1907-01-29 James F Swinnerton Mold for concrete construction.
US1176255A (en) * 1914-03-02 1916-03-21 Carl E Spaulding Means for making reinforced fireproof partitions, &c.
US1293344A (en) * 1918-02-09 1919-02-04 Samuel S Colt Molding apparatus.
US1424880A (en) * 1921-07-28 1922-08-08 Samuel S Colt Holding or tying means for molding apparatus
US2069085A (en) * 1935-03-25 1937-01-26 Roy C Day Adjustable concrete form spacer and clamp
US2116597A (en) * 1935-10-25 1938-05-10 Samuel S Colt Concrete form tie
US2172461A (en) * 1936-08-24 1939-09-12 Anthony C Fischer Form clamp
US2574274A (en) * 1945-03-31 1951-11-06 Farrans Ltd Shuttering for the construction of walls
US2503494A (en) * 1947-03-21 1950-04-11 Charles D Keith Concrete wall form
US2583962A (en) * 1949-11-25 1952-01-29 Herman P Neptune Form clamp
US2659125A (en) * 1950-06-22 1953-11-17 Chester I Williams Clamp bracket
US3357672A (en) * 1964-08-07 1967-12-12 Symons Mfg Co Concrete wall form panel with particular tie rod assembly
US3328055A (en) * 1965-06-07 1967-06-27 Kalman J Lang Conduit grip and process
US3360232A (en) * 1965-06-10 1967-12-26 Edward F Vandenheuvel Retainer for concrete form panels
GB1158041A (en) * 1966-08-19 1969-07-09 Symons Mfg Co Form Assembly for Casting Concrete Walls
US3614052A (en) * 1969-01-31 1971-10-19 Rocform Corp Tie rod seal for prefabricated wall forms
GB1416021A (en) * 1971-08-28 1975-12-03 Midland Bright Group Ltd Ties for use with formwork for use in the casting of concrete walls
DE3122873A1 (de) * 1981-06-10 1983-01-13 Betomax Kunststoff- Und Metallwarenfabrik Gmbh & Co Kg, 4040 Neuss "aus einem anlagestueck und einem mutternkoerper bestehende vorrichtung, insbesondere fuer das bauwesen"
DE3704646A1 (de) * 1987-02-14 1988-08-25 Huennebeck Gmbh Ankermutter fuer schalungsanker
JPH0679960A (ja) 1992-09-03 1994-03-22 Sony Corp リボンカートリッジ
US5332189A (en) * 1992-11-12 1994-07-26 Tseng Cheng Tzu Fastener of construction moldboard
JPH0754469Y2 (ja) * 1993-04-26 1995-12-18 タカラ産業株式会社 コンクリート型枠締付用セパレータ
DE9412556U1 (de) * 1994-08-04 1994-10-06 Döllen, Heinz von, 58239 Schwerte Spanneinrichtung
CN2210225Y (zh) * 1994-09-27 1995-10-18 曾正次 一种模板紧结器
DE19754366C2 (de) * 1997-12-08 2000-04-06 Peri Gmbh Betonschalung
US6935607B2 (en) * 2002-10-23 2005-08-30 Western Forms, Inc. Forming panel with extruded elongated threaded slot for receiving threaded attachment members
CN2632213Y (zh) * 2003-06-18 2004-08-11 沈小林 模板紧固装置
DE10336414B4 (de) * 2003-08-08 2006-06-01 Peri Gmbh Ankersystem einer Betonwandschalung
US7934693B2 (en) * 2003-11-25 2011-05-03 Bravinski Leonid G Formwork for erecting reinforced concrete walls, including concrete walls with textured surfaces

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10662660B2 (en) 2016-06-17 2020-05-26 Ulma C Y E, S. Coop. Vertical formwork anchor with fixing key to fix to a vertical formwork panel
US10815682B2 (en) 2016-06-17 2020-10-27 Ulma C Y E, S. Coop. Vertical formwork anchor with fixing key to fix to a vertical formwork panel
US10815683B2 (en) 2016-06-17 2020-10-27 Ulma C Y E, S. Coop. Vertical formwork with tie rod and tie rod anchor
US11359391B2 (en) 2016-06-17 2022-06-14 Ulma C Y E, S. Coop. Anchor with sealing element for a vertical formwork

Also Published As

Publication number Publication date
RU2409730C1 (ru) 2011-01-20
CA2676355C (en) 2012-06-05
JP2010516924A (ja) 2010-05-20
HK1135743A1 (en) 2010-06-11
UA94501C2 (ru) 2011-05-10
DK2126248T3 (da) 2011-10-03
JP5190468B2 (ja) 2013-04-24
DE102007004226B3 (de) 2008-09-04
ATE515608T1 (de) 2011-07-15
ES2368746T3 (es) 2011-11-21
CA2676355A1 (en) 2008-07-31
WO2008089737A1 (de) 2008-07-31
AU2008209157A1 (en) 2008-07-31
US8220772B2 (en) 2012-07-17
CN101622410B (zh) 2011-09-07
CN101622410A (zh) 2010-01-06
US20100059655A1 (en) 2010-03-11
EP2126248A1 (de) 2009-12-02
SI2126248T1 (sl) 2011-10-28
HRP20110669T1 (hr) 2011-10-31
PT2126248E (pt) 2011-09-01
AU2008209157B2 (en) 2010-09-09
PL2126248T3 (pl) 2011-11-30

Similar Documents

Publication Publication Date Title
EP2126248B1 (de) Ankersystem einer betonwandschalung
EP2536899B1 (de) Ankersystem einer betonwandschalung
EP3150779B1 (de) Montage einer wandschalung und ankersystem mit rastermass
EP2816175B1 (de) Schalungsankeraufnahme, Schalungsanker sowie Schalungselement zur Aufnahme dieser
DE102012212603A1 (de) Arretiervorrichtung mit Wandschalungsbefestigungseinrichtung und Verfahren
EP0014426A1 (de) Gebirgsanker
DE102012021566B3 (de) Zentriereinrichtung
EP3440351B1 (de) Windenergieanlagen-turmringsegment, verfahren zum herstellen eines solchen und verfahren zum verbinden von zwei windenergieanlagen-turmringsegmenten
EP4093930B1 (de) Rahmenschalungselement
DE102012212600A1 (de) Arretiervorrichtung mit Anschlag für Ankerstab und Verfahren
EP2513388B1 (de) Spannvorrichtung und betonschalungssystem mit zumindest einer spannvorrichtung
EP4053351B1 (de) Dehnfugenschalung mit spannvorrichtung
WO2025202426A1 (de) Vorrichtung zur halterung eines ankers, stützvorrichtung, schalungselement, schalungssystem sowie verfahren zur ausbildung einer betonschalung
EP3330448B1 (de) Vorrichtung und verfahren zur verbindung von zwei bauteilen in einer bestimmten relativen ausrichtung sowie damit erstelltes betonbauwerk
DE102007026919A1 (de) Schutzplankenanordnung
WO2024056694A1 (de) Rahmenschalungselement für ein wandschalungssystem, wandschalungssystem und verfahren zum aufbau eines wandschalungssystem
EP0959188B1 (de) Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen
EP1847666A1 (de) Ankervorrichtung zum Verbinden von Schalungstafeln
EP3119962A1 (de) Befestigungsvorrichtung für bauverschalungen, befestigungsanordnung mit einer solchen und verfahren zum auf- und abbau von bauverschalungen
DE102018107081A1 (de) Verankerungsvorrichtung für einen Schalungsanker sowie Schalungsanker
LU502258B1 (de) Verfahren zur Herstellung eines Röhrenkomplexes
DE2552736A1 (de) Vorrichtung zur anbringung von teilen im betonbau
EP2873778A1 (de) Verbindungsanordnung und Verbindungssystem für Betonfertigteile
DE102021103195B4 (de) Verschlusshülse mit Klemmelement zum Abdichten einer Ankerspannstelle an einer Betonschalung
DE10258435A1 (de) Ankerhalter

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20090827

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

DAX Request for extension of the european patent (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502008004118

Country of ref document: DE

Effective date: 20110825

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20110823

REG Reference to a national code

Ref country code: HR

Ref legal event code: TUEP

Ref document number: P20110669

Country of ref document: HR

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

REG Reference to a national code

Ref country code: NL

Ref legal event code: T3

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: HR

Ref legal event code: T1PR

Ref document number: P20110669

Country of ref document: HR

Ref country code: NO

Ref legal event code: T2

Effective date: 20110706

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2368746

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20111121

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

REG Reference to a national code

Ref country code: SK

Ref legal event code: T3

Ref document number: E 10109

Country of ref document: SK

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E012064

Country of ref document: HU

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111106

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110706

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110706

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111007

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110706

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110706

26N No opposition filed

Effective date: 20120411

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502008004118

Country of ref document: DE

Effective date: 20120411

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120131

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111006

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110706

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120123

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 9

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 10

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 11

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20110669

Country of ref document: HR

Payment date: 20181203

Year of fee payment: 12

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20110669

Country of ref document: HR

Payment date: 20191227

Year of fee payment: 13

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20110669

Country of ref document: HR

Payment date: 20201211

Year of fee payment: 14

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20110669

Country of ref document: HR

Payment date: 20220113

Year of fee payment: 15

REG Reference to a national code

Ref country code: CH

Ref legal event code: PK

Free format text: BERICHTIGUNGEN

REG Reference to a national code

Ref country code: NL

Ref legal event code: PD

Owner name: PERI SE; DE

Free format text: DETAILS ASSIGNMENT: CHANGE OF OWNER(S), CHANGE OF LEGAL ENTITY; FORMER OWNER NAME: PERI GMBH

Effective date: 20221010

REG Reference to a national code

Ref country code: NO

Ref legal event code: CHAD

Owner name: PERI SE, DE

REG Reference to a national code

Ref country code: AT

Ref legal event code: HC

Ref document number: 515608

Country of ref document: AT

Kind code of ref document: T

Owner name: PERI SE, DE

Effective date: 20220930

REG Reference to a national code

Ref country code: BE

Ref legal event code: PD

Owner name: PERI SE; DE

Free format text: DETAILS ASSIGNMENT: CHANGE OF OWNER(S), CHANGE OF LEGAL ENTITY; FORMER OWNER NAME: PERI AG

Effective date: 20221102

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20110669

Country of ref document: HR

Payment date: 20221216

Year of fee payment: 16

REG Reference to a national code

Ref country code: HR

Ref legal event code: PNAN

Ref document number: P20110669

Country of ref document: HR

Owner name: PERI SE, DE

Ref country code: HR

Ref legal event code: PNAN

Ref document number: P20110669

Country of ref document: HR

Owner name: PERI AG, DE

REG Reference to a national code

Ref country code: SK

Ref legal event code: PC4A

Ref document number: E 10109

Country of ref document: SK

Owner name: PERI SE, WEISSENHORN, DE

Free format text: FORMER OWNER: PERI AG, WEISENHORN, DE

Effective date: 20230222

Ref country code: SK

Ref legal event code: PC4A

Ref document number: E 10109

Country of ref document: SK

Owner name: PERI AG, WEISENHORN, DE

Free format text: FORMER OWNER: PERI GMBH, WEISSENHORN, DE

Effective date: 20230222

REG Reference to a national code

Ref country code: SI

Ref legal event code: SP73

Owner name: PERI SE; DE

Effective date: 20230210

REG Reference to a national code

Ref country code: HU

Ref legal event code: GB9C

Owner name: PERI SE, DE

Free format text: FORMER OWNER(S): PERI GMBH, DE

Ref country code: HU

Ref legal event code: FH1C

Free format text: FORMER REPRESENTATIVE(S): DR. JAKAB JUDIT, SBGK SZABADALMI UEGYVIVOEI IRODA, HU

Representative=s name: SBGK SZABADALMI UEGYVIVOEI IRODA, HU

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230602

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20110669

Country of ref document: HR

Payment date: 20231221

Year of fee payment: 17

REG Reference to a national code

Ref country code: ES

Ref legal event code: PC2A

Owner name: PERI SE.

Effective date: 20240624

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CZ

Payment date: 20241227

Year of fee payment: 18

Ref country code: HR

Payment date: 20241227

Year of fee payment: 18

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20110669

Country of ref document: HR

Payment date: 20241227

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20250120

Year of fee payment: 18

Ref country code: PT

Payment date: 20250114

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DK

Payment date: 20250129

Year of fee payment: 18

Ref country code: FI

Payment date: 20250121

Year of fee payment: 18

Ref country code: RO

Payment date: 20250121

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20250212

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IE

Payment date: 20250129

Year of fee payment: 18

Ref country code: SE

Payment date: 20250129

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NO

Payment date: 20250130

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20250211

Year of fee payment: 18

Ref country code: BE

Payment date: 20250120

Year of fee payment: 18

Ref country code: AT

Payment date: 20250121

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20250127

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20241218

Year of fee payment: 18

Ref country code: GB

Payment date: 20250129

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: TR

Payment date: 20250106

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PL

Payment date: 20251223

Year of fee payment: 19

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SK

Payment date: 20251231

Year of fee payment: 19

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SI

Payment date: 20251231

Year of fee payment: 19

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20110669

Country of ref document: HR

Payment date: 20251227

Year of fee payment: 19

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20260123

Year of fee payment: 19

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: HU

Payment date: 20260105

Year of fee payment: 19

REG Reference to a national code

Ref country code: CH

Ref legal event code: U11

Free format text: ST27 STATUS EVENT CODE: U-0-0-U10-U11 (AS PROVIDED BY THE NATIONAL OFFICE)

Effective date: 20260312