EP2206843B1 - Spannschloss zum Verbinden von Bauelementen - Google Patents

Spannschloss zum Verbinden von Bauelementen Download PDF

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Publication number
EP2206843B1
EP2206843B1 EP09015381.8A EP09015381A EP2206843B1 EP 2206843 B1 EP2206843 B1 EP 2206843B1 EP 09015381 A EP09015381 A EP 09015381A EP 2206843 B1 EP2206843 B1 EP 2206843B1
Authority
EP
European Patent Office
Prior art keywords
turnbuckle
precast concrete
structural elements
recess
side walls
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
EP09015381.8A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2206843A1 (de
Inventor
Klaus Jaeschke
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.)
BT Innovation GmbH
Original Assignee
BT Innovation 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
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Application filed by BT Innovation GmbH filed Critical BT Innovation GmbH
Priority to PL09015381T priority Critical patent/PL2206843T3/pl
Priority to PCT/EP2010/000106 priority patent/WO2010081673A1/de
Priority to BRPI1004918A priority patent/BRPI1004918A2/pt
Priority to CA2749182A priority patent/CA2749182C/en
Priority to US13/138,142 priority patent/US9151034B2/en
Priority to RU2011128782/03A priority patent/RU2544945C2/ru
Publication of EP2206843A1 publication Critical patent/EP2206843A1/de
Publication of EP2206843B1 publication Critical patent/EP2206843B1/de
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/043—Connections specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114—Elements with sockets
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/023—Separate connecting devices for prefabricated floor-slabs
    • 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
    • Y10T29/49826—Assembling or joining
    • Y10T29/49947—Assembling or joining by applying separate fastener
    • 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
    • Y10T403/00—Joints and connections
    • Y10T403/55—Member ends joined by inserted section

Definitions

  • the present invention relates to a turnbuckle for connecting precast concrete elements, a kit for connecting precast concrete parts with a turnbuckle invention, a method for connecting precast concrete parts with a turnbuckle invention and an arrangement for connecting precast concrete parts.
  • a turnbuckle for connecting precast concrete parts, as described in the preamble of claim 1, is already known from NL 6 408 402 A known.
  • the US 5 155 954 A describes a method comprising the steps of: attaching a recess body holding at least one anchorage to a formwork element; Filling the formwork element with a filler; Allowing the filler to cure with a filler; Removing the formwork element and Aussparumgs stressess.
  • connection should be fast and inexpensive to build and can withstand high loads.
  • reinforcing elements have been arranged in Vergussnuten the precast concrete.
  • These reinforcing elements may e.g. consist of reinforcing steel.
  • the reinforcement elements overlap. These overlapping reinforcement elements are grouted in the grout with grout.
  • the object of the invention is to simplify the joining of precast concrete parts.
  • the turnbuckle invention greatly simplifies the assembly of concrete elements and leads to a significant time savings on the site.
  • the turnbuckle invention can be manufactured efficiently and in series in high precision.
  • the turnbuckle has at least two tapered, preferably tapered side walls, the necessary space for the rotational movement of a clamping tool is given in the creation of screw and a higher mechanical strength is achieved by the special geometric shape of the turnbuckle.
  • the assembly can be further simplified.
  • tapered side walls are connected to each other, so that the cross section is V- or U-shaped. In this way, the onset of a clamping tool in the creation of screw with the precast concrete parts can be further simplified.
  • the passage sections can preferably be offset by 90 °, and preferably one of the passage sections can be formed as a slot and another of the passage sections as a slot.
  • the assembly can be further simplified.
  • the turnbuckle consists at least in sections of plastic and / or metal and preferably of a cast steel. In this way, the stability of the turnbuckle can be further increased.
  • the object is also achieved by a kit for connecting precast concrete parts, with at least one turnbuckle according to the invention and at least one anchoring, preferably a wave anchor.
  • This solution has the advantage that a significant time savings can be achieved on the site, since no curing time is necessary and the connection of the precast concrete parts after assembly of the turnbuckle is immediately loaded.
  • the kit further comprises at least one recess body, which is preferably intended to be fastened to a formwork element for producing a precast concrete part and which is further provided to hold at least one anchoring, preferably a wave anchor, which is provided be inserted into the precast concrete part.
  • at least one anchoring preferably a wave anchor
  • the recess body at least partially made of metal and / or plastic and is preferably at least partially magnetic.
  • the recess body can be mounted in this way even easier on a formwork element and also removed again. In addition, an even safer placement of the recess body is possible.
  • the kit may further comprise a sealing means, preferably a sealing band, which is provided to be inserted between the precast elements before joining them.
  • This solution has the advantage that the installation of precast concrete parts is greatly simplified and high precision in the production is achieved. In addition, a significant time savings on the construction site is possible.
  • the precast concrete parts can thus be connected efficiently and quickly. The clamping of the precast concrete parts is possible without additional materials and special aids.
  • a sealing means preferably sealing tape, is inserted between the sides to be joined of the precast concrete parts before joining, the water and gas impermeability of a joint between the connected precast concrete elements can be increased.
  • the thickness of the precast concrete parts is greater than the depth of the recess. This allows an even better sealing of the precast concrete parts.
  • the above object is achieved by an arrangement for connecting precast concrete parts, with at least one turnbuckle according to the invention, at least two precast concrete parts, each having at least one recess into which the turnbuckle can be inserted and an anchor, preferably a wave anchor accessible via the recess is and fasteners.
  • the arrangement additionally has a sealing element, preferably a sealing strip, which is provided to be inserted between the sides of the precast concrete parts to be joined prior to joining them. In this way, the water and gas impermeability of a joint between the connected precast concrete parts can be increased.
  • a sealing element preferably a sealing strip
  • Fig. 1 shows a schematic representation of the turnbuckle 1 according to the invention for connecting precast concrete elements 10 (cf. Fig. 6 ).
  • the turnbuckle 1 is substantially cup-shaped and has an accessible from the outside via an access opening 9 receiving space 2.
  • the turnbuckle 1 has two opposite (offset by 90 °), opening into the receiving space 2 through openings 3, 4 for passing through fastening means, such as screws 13 (see. Fig. 6 ) on.
  • a passage opening 3 is formed as a slot 3, which is open on one side and opens into the access opening 9.
  • the other passage opening 4 is formed in the present embodiment as a slot 4.
  • the slot 3 and the slot 4 are formed in the flat and opposite side walls 7, 8.
  • the side walls 5, 6 are tapered, ie tapered and curved.
  • the conical side walls 5, 6 are integrally formed in the present embodiment and have a U-shaped cross-section.
  • the one-piece design of the conical side walls 5, 6 is only exemplary.
  • the conical side walls 5,6 may also be formed as individual side walls which are connected to each other.
  • a V-shaped cross section is conceivable.
  • Access openings 20, which are formed here as recesses 20 made.
  • the arrangement and number of access openings 20 depends on the particular circumstances. In order to obtain a particularly high stability of the turnbuckle 1, it is also conceivable to provide no access openings 20 (cf. Fig. 9 ). If necessary, access openings can be arranged only or additionally in the flat side walls 7, 8.
  • the turnbuckle 1 is at least partially made of plastic and / or metal and preferably of a cast steel.
  • a highly resilient cast steel guarantees the removal of the tensile and shear forces occurring and also ensures a rational and cost-effective production of the turnbuckle 1.
  • Due to its geometric shape and arrangement of the passage openings 3, 4, which can also be considered as recesses 3, 4, for the screw takes the turnbuckle 1 according to the invention the tensile and shear forces occurring for the connection to be created with the corresponding precast concrete elements 10 (see. Fig. 6 ) on.
  • screw connections other suitable connections are possible.
  • FIG. 2 From the Fig. 2 is a plan view of the turnbuckle 1 can be seen.
  • Fig. 2 are particularly good to see the access openings 20.
  • the Fig. 3 shows particularly clearly an access opening 20.
  • the Fig. 4 shows the flat side wall 8 with the slot 4 and the Fig. 5 shows the flat side wall 7 with the slot 3.
  • the opening angle of the side wall 7 indicated at 38.8 °. This angle is to be regarded as exemplary only and can be adapted to the circumstances.
  • Fig. 6 shows two precast concrete parts 10, each with a recess 11, in which the turnbuckle 1 according to the invention is used.
  • the turnbuckle 1 is fastened with a screw 13 and a washer 12 to a precast concrete element 10.
  • a sealing tape 14 Between the to be connected Pages 18, 19 of precast concrete 10 is a sealing tape 14. As from the Fig. 6 can be seen, the sealing strip 14 runs behind the turnbuckle. 1
  • the turnbuckle 1 in conjunction with an elastic, preferably swellable sealing tape 14 made of natural or synthetic rubber and / or bitumen-based, as z. B. known under the trade name RubberElast ® , the turnbuckle 1 according to the invention can also be used for a variety of structural solutions with precast concrete in the WU area. How out Fig. 6 it can be seen, the sealing tape 14 is mounted in the joint area of the precast concrete parts 10 to be joined and compressed by the introduced clamping operation by means of the turnbuckle 1. Assembly and sealing are reduced to one operation. Ideally, the sealing tape 14 is self-adhesive and glued by the contact pressure permanently elastic with the precast concrete part 10. Immediately after installation, the gap 22 between the precast concrete elements 10 is watertight. Other embodiments of the sealing tape 14, which are not self-adhesive, are conceivable.
  • RubberElast ® is an ideal solution for joint sealing in WU prefabricated parts. Troughs, shafts, canals but also WU cellar in the residential building are not only securely sealed but also mounted very quickly and cost-saving.
  • the sealing tape 14 used ideally has, in addition to an extremely high water and gas impermeability, a very good adhesion by adhesion, rapid processing, with no tools required and is waterproof immediately after installation.
  • the sealing strip 14 should be flexible, acid, alkali, salt and liquid manure resistant even at low temperatures.
  • the sealing tape 14 should be weatherproof and generally inspected by building inspectorate. Depending on the application, the sealing tape 14 does not have all the listed properties.
  • the screw 12 of the Fig. 6 is with a wave anchor 16 (see. Fig. 8 ), which is located in the precast concrete 10, connected.
  • Fig. 7 shows a sectional view of Fig. 6 along the line AA.
  • a thickness D of the precast concrete part 10 is greater than a depth T of the recess 11.
  • the sealing strip 14 is guided past the turnbuckle 1.
  • the slot 4, the washer 12 and the screw 13 are shown.
  • Fig. 8 shows a formwork element 17 with a recess body 15 and the shaft anchor 16th
  • Fig. 8 there is a casing of two formwork elements 17, between which the filler, eg concrete, is filled.
  • the wave anchor 16 has proved to be particularly advantageous and has a building inspection approval for the continuous load case.
  • the recess body 15 has conical side walls to be more easily removed from the precast concrete part.
  • the concrete design of the recess body can be adapted to the circumstances.
  • the recess body 15 is advantageously magnetically attached to the formwork element 17. This makes it easy to attach the recess body 15 to the formwork element 17. It is also conceivable to clamp the recess body 15 between two formwork elements 17 or fasten with screws or nails. Other suitable attachment methods are conceivable. How out Fig. 8 can be seen, the shaft anchor 16 is partially inserted into the recess body 15. Thus, the wave anchor 16 is fixed to the formwork element 17 during the filling of the concrete.
  • the kit according to the invention for connecting precast concrete parts 10, which can also be referred to as a clamping system, comprises the turnbuckle 1 according to the invention and at least one anchorage 16. Furthermore, the kit may comprise at least one recess body 15 as described above and at least one anchorage 16 such as e.g. B. have the above-described wave anchor 16, which is intended to be inserted into the precast concrete part 10. In addition, the kit, if a particularly tight connection between the precast concrete elements 10 is required, a sealant 14 such. B. have the sealing tape described above.
  • This sealing tape 14 is inserted before connecting the precast concrete elements 10 between the sides 18, 19 of the precast concrete elements 10 to be joined.
  • the precast concrete elements 10, each having at least one recess 11, are assembled so that the recesses 11 lie opposite the precast concrete elements 10 to be joined.
  • the turnbuckle invention is inserted into the recesses 11 of the precast concrete elements 10. Then, the screws 13 through the access opening 9 in the receiving space 2 and by a respective passage section 3, 4, such. B. the slot 3 or the slot 4 of the turnbuckle 1, used in the anchorage. Due to the design of the slot 3 and the slot 4 is an effective assembly and better compensation possibility of manufacturing tolerances provided with connection points possible.
  • the turnbuckle 1 is then fixed with the screws 13 and the washers 12. Thereafter, the screws 13 z. B. attracted with a Ringratschen- or with a torque wrench.
  • this sealing strip 14 extends in the connected state of the precast concrete elements 10 behind the turnbuckle 1, a particularly good seal is possible.
  • the inventive arrangement for connecting precast concrete parts 10 has at least one inventive turnbuckle 1, two precast concrete parts 10, each having at least one recess 11 into which the turnbuckle 1 is inserted, and an anchoring 16 preferably in a wave armature 16, via the recess 11
  • the arrangement may, if a tight connection is desired, have the sealing tape 14 described above.
  • At least one recess body 15 is first attached to the formwork element 17.
  • An easy assembly and disassembly of the recess body 15 is possible if it is magnetically attached to the formwork element 17.
  • This recess body 15 holds at least one anchor 16 such. B. a wave anchor 16.
  • the formwork element 17 After attaching the recess body 15 with the anchor 16, the formwork element 17 with a filler z. B. filled concrete.
  • FIG. 8 only one formwork element 17 is shown. For filling, however, two formwork elements 17 are required. After curing of the filler, the formwork elements 17 and the recess body 15 away.
  • the anchorage 16, which was removably secured in the recess body 15, remains in the precast concrete part 10.
  • the present invention relates to a turnbuckle 1, which may also be referred to as a clamping device, for mounting a permanent connection of precast concrete 10.
  • This turnbuckle 1 allows by its trained specific shape and the arranged fasteners such. B. screwing, especially screws, a bracing and the rapid rational assembly and permanent structural connection of precast concrete 10, z.
  • the special geometric shape of the turnbuckle 1 via screw and embedded in the precast concrete elements 10 wave anchor 16 and anchor sleeves assembly and permanent connection of precast concrete 10.
  • the turnbuckle invention 1 thus simplifies the installation of precast concrete 10 strong promises high precision in production and a significant time savings on the construction site.
  • Possible areas of application include the fixed and permanent connection of floor and ceiling slabs, sandwich panels, double walls and angle brackets.
  • the turnbuckle 1 is provided for the scheduled and permanent transmission of tensile and shear forces at predominantly static loads.
  • the tensioning system consists of a turnbuckle 1 according to the invention and anchors 16 such.
  • B. Wellenanker.16 which are intended to be embedded in the precast concrete elements 10.
  • Conceivable are two versions, which can be loaded with tensile forces of up to 50 kN or 100 kN. This information is to be regarded as exemplary only. Depending on the circumstances and versions with lower or higher tensile forces are conceivable.
  • the precast concrete elements 10 are brought together, the turnbuckle 1 used, clamped with the associated screws 13 and thus constructively connected.
  • prefabrication can be made precisely in the precast concrete plant.
  • a sealing tape 14 such. B. RubberElast ® is simply pressed onto the concrete during assembly in the area of the butt joint. Ideally, this sealing tape 14 is self-adhesive. A protective strip of the sealing strip 14 is removed and the next precast concrete element 10 is pressed against the sealing strip 14.
  • the turnbuckle is inserted and fixed with the screws and washers or washers.
  • the clamping system offers many universal applications, for example in the installation of angle brackets, which are used in road and civil engineering, gardening and landscaping and coastal protection area, as well as in the connection of floor slabs, shaft sections, ceiling and wall elements and many other constructive precast concrete.
  • turnbuckle invention The advantages of the turnbuckle invention are the rational and rapid connection of precast concrete 10, the tensioning of the precast concrete 10 without additional materials and special tools.
  • the turnbuckle can be combined with all approved anchor systems and has a low dead weight. Elaborate individual solutions are eliminated with the turnbuckle invention. Due to the magnetic technology (recess body 15 magnetically attachable to formwork element 17) an accurate positioning in the manufacturing process is possible.
  • sealing tape 14 such. B. RubberElast ® ensures extremely high water and gas impermeability, very good adhesion through adhesion, rapid processing, with no tools required.
  • the connection is waterproof immediately after installation.
  • the sealing tape is flexible even at low temperatures, resistant to acids, alkalis, salts and weathering.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Bridges Or Land Bridges (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Panels For Use In Building Construction (AREA)
EP09015381.8A 2009-01-13 2009-12-11 Spannschloss zum Verbinden von Bauelementen Active EP2206843B1 (de)

Priority Applications (6)

Application Number Priority Date Filing Date Title
PL09015381T PL2206843T3 (pl) 2009-01-13 2009-12-11 Ściągacz do łączenia elementów konstrukcyjnych
US13/138,142 US9151034B2 (en) 2009-01-13 2010-01-12 Turnbuckle for joining structural elements
BRPI1004918A BRPI1004918A2 (pt) 2009-01-13 2010-01-12 tensor para união de elementos estruturais, kit de união de elementos estruturais, método de união de elementos estruturais, disposição para união de elementos estruturais e método de preparação de elementos estruturais
CA2749182A CA2749182C (en) 2009-01-13 2010-01-12 Turnbuckle for joining structural elements
PCT/EP2010/000106 WO2010081673A1 (de) 2009-01-13 2010-01-12 Spannschloss zum verbinden von bauelementen
RU2011128782/03A RU2544945C2 (ru) 2009-01-13 2010-01-12 Стяжной замок для соединения конструкционных элементов

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE200920000481 DE202009000481U1 (de) 2009-01-13 2009-01-13 Spannschloss für Betonfertigteile

Publications (2)

Publication Number Publication Date
EP2206843A1 EP2206843A1 (de) 2010-07-14
EP2206843B1 true EP2206843B1 (de) 2017-06-21

Family

ID=42034527

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09015381.8A Active EP2206843B1 (de) 2009-01-13 2009-12-11 Spannschloss zum Verbinden von Bauelementen

Country Status (11)

Country Link
US (1) US9151034B2 (pl)
EP (1) EP2206843B1 (pl)
BR (1) BRPI1004918A2 (pl)
CA (1) CA2749182C (pl)
DE (2) DE202009000481U1 (pl)
DK (1) DK2206843T3 (pl)
ES (1) ES2640352T3 (pl)
HU (1) HUE036228T2 (pl)
PL (1) PL2206843T3 (pl)
RU (1) RU2544945C2 (pl)
WO (1) WO2010081673A1 (pl)

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AU2012372530A1 (en) * 2012-03-08 2014-09-25 B.T. Innovation Gmbh Turnbuckle for connecting structural elements
WO2015054735A1 (en) * 2013-10-18 2015-04-23 J . I . C . International Pty Ltd Building method and system
DE102014215335A1 (de) 2014-08-04 2016-02-04 B.T. Innovation Gmbh Wandelement
DE102014215814A1 (de) 2014-08-08 2016-02-11 B.T. Innovation Gmbh Spannschloss, Box, Bauelement und Bausatz
JP6440419B2 (ja) * 2014-09-05 2018-12-19 ジオスター株式会社 プレキャスト部材の継手構造
DE202014008721U1 (de) 2014-10-30 2015-01-15 IAB - Institut für Angewandte Bauforschung Weimar gemeinnützige GmbH Vorrichtung zum kraftschlüssigen Verbinden von lagetolerierten Konstruktionselementen und/oder deren Teile
DE202014008722U1 (de) 2014-10-30 2015-01-15 IAB - Institut für Angewandte Bauforschung Weimar gemeinnützige GmbH Einbauteil zur Verbindung von Fertigteilbauelementen
JP6876413B2 (ja) * 2015-11-20 2021-05-26 株式会社ホクコン コンクリートブロックの連結装置構成用のカバー部材及びそれを用いるコンクリートブロックの連結装置並びにコンクリートブロックの連結工法
DE102016202450B4 (de) 2016-02-17 2025-04-30 Lamello Ag Verbindungsmittel und Verfahren zum Verbinden zweier Bauteile
DE102016106526A1 (de) * 2016-04-08 2017-10-12 Wobben Properties Gmbh Verbindungskörper und Verfahren zum Verbinden von Teilringsegmenten
US9587401B1 (en) 2016-05-20 2017-03-07 Jason Rickman Benton Bar joist reinforcement apparatus
CA183396S (en) 2016-12-14 2018-10-29 Baur Franz Panel connecting device
DE102018116542A1 (de) 2018-07-09 2020-01-09 Georg Weidner Verbindungssystem mit Ankerschloss
CN108978892A (zh) * 2018-08-23 2018-12-11 浙江盛丰科技有限公司 一种墙板拼接结构
DE102023134943A1 (de) * 2023-12-13 2025-06-18 Dominik Hieber Schachtbauwerk

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DE202009000481U1 (de) 2010-06-02
US20110293364A1 (en) 2011-12-01
RU2544945C2 (ru) 2015-03-20
PL2206843T3 (pl) 2018-01-31
DE202009018576U1 (de) 2012-03-01
DK2206843T3 (en) 2017-10-02
HUE036228T2 (hu) 2018-06-28
CA2749182C (en) 2017-08-29
BRPI1004918A2 (pt) 2020-04-22
US9151034B2 (en) 2015-10-06
ES2640352T3 (es) 2017-11-02
EP2206843A1 (de) 2010-07-14
WO2010081673A1 (de) 2010-07-22
CA2749182A1 (en) 2010-07-22
RU2011128782A (ru) 2013-02-20

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