WO2009127198A2 - Adapter for an adhesive connection for connecting to a structure of part of a structure - Google Patents

Adapter for an adhesive connection for connecting to a structure of part of a structure Download PDF

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Publication number
WO2009127198A2
WO2009127198A2 PCT/DE2009/000493 DE2009000493W WO2009127198A2 WO 2009127198 A2 WO2009127198 A2 WO 2009127198A2 DE 2009000493 W DE2009000493 W DE 2009000493W WO 2009127198 A2 WO2009127198 A2 WO 2009127198A2
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WO
WIPO (PCT)
Prior art keywords
adapter
concrete
building
strength
head
Prior art date
Application number
PCT/DE2009/000493
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German (de)
French (fr)
Other versions
WO2009127198A3 (en
Inventor
Werner Seim
Original Assignee
Universität Kassel
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 Universität Kassel filed Critical Universität Kassel
Priority to EP09731490.0A priority Critical patent/EP2274142B1/en
Publication of WO2009127198A2 publication Critical patent/WO2009127198A2/en
Publication of WO2009127198A3 publication Critical patent/WO2009127198A3/en

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00—Producing shaped prefabricated articles from the material
    • B28B1/002—Producing shaped prefabricated articles from the material assembled from preformed elements
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/005—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects with anchoring or fastening elements for the shaped articles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
    • E04C3/22—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members built-up by elements jointed in line
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/18—Balustrades; Handrails
    • E04F11/181—Balustrades
    • E04F11/1812—Details of anchoring to the wall or floor

Definitions

  • the invention relates to an adapter for an adhesive bond for connection to a building or part of a building.
  • Buildings or bridge structures or buildings are made of a variety of materials, such as concrete, natural stones or bricks. At such structures often the widest variety of objects to be attached. These are, for example, railings or the like. The attachment of such parts is usually done by the use of dowels. The dowelling of such elements for attachment to such a structure is technically relatively complex, considering that often a variety of holes must be drilled, which serve to receive the corresponding dowel and subsequently the corresponding screws.
  • the adhesive technology is used more and more. This is because in particular epoxy adhesives allow high-strength adhesive bonds.
  • the problem here is, however, that the surfaces of concrete structures, such as the front side of a Ortbetondecke, is not such that it would be suitable for an adhesive bond. This is because on the front side is usually always a cured cement slurry, which initially removed before attaching an adhesive bond must be, for example, by sandblasting and / or grinding.
  • a further disadvantage is that such a concrete pavement has only a relatively low surface tensile strength of about 1.5 to 2.5 N / mm 2 . This means that even if an adhesive bond would succeed, this would usually not meet the static requirements, since even at low loads, such as the foot of a railing, would break out of the front of such a Ortbetondecke.
  • the object underlying the invention is to provide an adapter of the type mentioned, which opens the possibility to form the basis for an adhesive bond.
  • the adapter for an adhesive bond for connection to a building or part of a structure has reinforcing elements through which the adapter is in communication with the building, wherein the adapter has a concrete head with a compressive strength of> 150 N. / mm 2 .
  • Such a high-strength or ultra-high-strength concrete which is also known by the term "UHPC" concrete, has a surface tensile strength of 15 to 25 N / mm 2 due to its constitution, which is described in DE 10 332 491 B4 Adapter, which can be connected directly in the prefabrication of the component, in particular, for example, a Ortbetondecke directly in the factory directly to the Ortbetondecke on the connection reinforcements, can directly form the basis for a
  • connection reinforcement can be made of reinforcing steel, Stainless steel or fiber composites are produced.
  • the back of the adapter is designed by roughening or by a profiled shape so that the thrust forces between the adapter and the building, in particular z. As the Ortbetondecke can be transmitted.
  • adapters can also act as permanent formwork in the manufacture of a concrete structure, for example a Ortbetondecke.
  • the adapters which in particular have reinforcing elements for connection to the actual concrete structure, can be cast in directly during the production of, for example, an in-situ concrete floor. On site, the corresponding object can then be glued directly to the concrete head of the adapter without further processing.
  • Fig. 1 shows schematically a concrete structure with the inventive
  • Fig. 2 shows a view of the adapter according to the line H-II of Fig. 1;
  • FIG. 3 shows a view according to the line III-III from FIG. 2.
  • an in-situ concrete floor 1 as a building or part of a structure receives the end face of the adapter 10 with the concrete head 10a.
  • connection reinforcement elements 20 which are cast in the production of the Ortbetondecke with.
  • the adapter 10 acts as a lost formwork, which saves costs. Since the front surface 11 of the concrete head 10a of the adapter 10 is flat, this can immediately form the basis for an adhesive bond, for example for the foot of a railing.
  • the concrete head 10a of the adapter 10 is traversed with individual fibers, as already described in DE 103 32 491 B4. These fibers are non-woven distributed in the concrete, and ultimately provide for the high surface tensile strength of 15 - 25 N / m 2 .
  • the adapters are quite variable in size. That is, it is possible, for example, for in-situ concrete slabs, prefabricated as permanent formwork such adapters, in a certain length, with laterally diagonally opposite noses or projections 12 are provided which overlap each other for connecting such adapter 10 with each other. In the area of overlapping lugs 12, the connection of the adapters with each other also preferably takes place by means of an adhesive bond.
  • profiling 15 is provided between the concrete head 10a of the adapter 10 and the Ortbetondecke 1 in order to transmit thrust forces in the direction of the arrow 17 can.
  • the profiling 15 is provided both on the concrete head 10 a and on the Ortbetondecke 1.

Abstract

The invention relates to an adapter for an adhesive connection for connecting to a structure or part of a structure, wherein the adapter (10) is connected to the structure by way of one or more reinforcement elements (20), wherein the adapter (10) has a concrete head with a surface tensile strength of 15 to 25 N/mm2.

Description

ADAPTER FÜR EINE KLEBVERBINDUNG ZUR VERBINDUNG MIT EINEM BAUWERK ODER EINEM TEIL EINES BAUWERKES ADAPTER FOR A GLUE CONNECTION FOR CONNECTING TO A CONSTRUCTION WORK OR A PART OF A CONSTRUCTION WORK
Die Erfindung betrifft einen Adapter für eine Klebverbindung zur Verbindung mit einem Bauwerk oder einem Teil eines Bauwerkes.The invention relates to an adapter for an adhesive bond for connection to a building or part of a building.
Bauwerke bzw. Brückenbauwerke oder auch Gebäude bestehen aus den unterschiedlichsten Materialien, so beispielsweise aus Beton, Natursteinen oder auch Ziegeln. An derartigen Bauwerken sollen häufig die unterschiedlichsten Gegenstände befestigt werden. Dies sind beispielsweise Geländer oder Ähnliches. Die Befestigung solcher Teile erfolgt üblicherweise durch den Einsatz von Dübeln. Die Verdübelung derartiger Elemente zur Befestigung an einem solchen Bauwerk ist technisch gesehen relativ aufwendig, wenn man bedenkt, dass häufig eine Vielzahl von Löchern gebohrt werden muss, die der Aufnahme der entsprechenden Dübel und nachfolgend der entsprechenden Schrauben dienen.Buildings or bridge structures or buildings are made of a variety of materials, such as concrete, natural stones or bricks. At such structures often the widest variety of objects to be attached. These are, for example, railings or the like. The attachment of such parts is usually done by the use of dowels. The dowelling of such elements for attachment to such a structure is technically relatively complex, considering that often a variety of holes must be drilled, which serve to receive the corresponding dowel and subsequently the corresponding screws.
Bei der Herstellung von Bauwerken und insbesondere von Gebäuden, findet die Klebtechnologie immer weitere Anwendung. Dies deshalb, weil insbesondere Epoxidharzkleber hochfeste Klebverbindungen erlauben. Problematisch ist hierbei allerdings, dass die Flächen von Betonbauwerken, beispielsweise die Stirnseite einer Ortbetondecke, nicht derart ist, dass diese für eine Klebverbindung geeignet wäre. Dies deshalb, weil sich auf der Stirnseite üblicherweise immer eine ausgehärtete Zementschlämme befindet, die vor der Anbringung einer Klebverbindung zunächst entfernt werden muss, beispielsweise durch Sandstrahlen und/oder Schleifen. Nachteilig ist weiterhin, dass eine solche Betondecke nur eine relativ geringe Oberflächenzugfestigkeit von etwa 1 ,5 - 2,5 N/mm2 aufweist. Das bedeutet, selbst wenn eine Klebverbindung gelingen würde, so würde diese den gestellten statischen Anforderungen meistens nicht genügen, da bereits bei geringfügigen Belastungen, beispielsweise der Fuß eines Geländers, aus der Stirnseite einer solchen Ortbetondecke herausbrechen würde.In the manufacture of buildings and in particular of buildings, the adhesive technology is used more and more. This is because in particular epoxy adhesives allow high-strength adhesive bonds. The problem here is, however, that the surfaces of concrete structures, such as the front side of a Ortbetondecke, is not such that it would be suitable for an adhesive bond. This is because on the front side is usually always a cured cement slurry, which initially removed before attaching an adhesive bond must be, for example, by sandblasting and / or grinding. A further disadvantage is that such a concrete pavement has only a relatively low surface tensile strength of about 1.5 to 2.5 N / mm 2 . This means that even if an adhesive bond would succeed, this would usually not meet the static requirements, since even at low loads, such as the foot of a railing, would break out of the front of such a Ortbetondecke.
Die der Erfindung zugrunde liegende Aufgabe besteht nun darin, einen Adapter der eingangs genannten Art bereitzustellen, der die Möglichkeit eröffnet, die Grundlage für eine Klebverbindung zu bilden.The object underlying the invention is to provide an adapter of the type mentioned, which opens the possibility to form the basis for an adhesive bond.
Die Aufgabe wird erfindungsgemäß dadurch gelöst, dass der Adapter für eine Klebverbindung zur Verbindung mit einem Bauwerk oder dem Teil eines Bauwerkes Bewehrungselemente aufweist, durch die der Adapter mit dem Bauwerk in Verbindung steht, wobei der Adapter einen Betonkopf aufweist mit einer Druckfestigkeit von > 150 N/mm 2. Ein solcher hochfester oder ultra hochfester Beton, der auch unter dem Begriff "UHPC'-Beton bekannt ist, zeigt aufgrund seiner Konstitution eine Oberflächenzugfestigkeit von 15 bis 25 N/mm2. Dieser Beton ist beschrieben in der DE 10 332 491 B4. Ein solcher Adapter, der bereits in der Vorfertigung des Bauteils, insbesondere beispielsweise einer Ortbetondecke, unmittelbar im Werk direkt mit der Ortbetondecke über die Anschlussbewehrungen verbunden sein kann, kann unmittelbar die Grundlage für eineThe object is achieved in that the adapter for an adhesive bond for connection to a building or part of a structure has reinforcing elements through which the adapter is in communication with the building, wherein the adapter has a concrete head with a compressive strength of> 150 N. / mm 2 . Such a high-strength or ultra-high-strength concrete, which is also known by the term "UHPC" concrete, has a surface tensile strength of 15 to 25 N / mm 2 due to its constitution, which is described in DE 10 332 491 B4 Adapter, which can be connected directly in the prefabrication of the component, in particular, for example, a Ortbetondecke directly in the factory directly to the Ortbetondecke on the connection reinforcements, can directly form the basis for a
Klebverbindung bilden. So besteht beispielsweise die Möglichkeit, den Fuß eines Geländers an der Stirnseite des Betonkopfes des Adapter anzukleben. Zu Bemerken ist an dieser Stelle, dass die Klebverbindung selbst, die beispielsweise durch ein Epoxidharzkleber bewirkt wird, im Wesentlichen die gleiche oder gar eine höhere Zugfestigkeit aufweist, als der Beton des Adapters. Die Anschlussbewehrung kann aus Betonstahl, Edelstahl oder Faserverbundwerkstoffen herstellt werden. Die Rückseite des Adapters wird durch Aufrauen oder durch eine profilierte Formgebung so gestaltet, dass die auftretenden Schubkräfte zwischen Adapter und dem Bauwerk, insbesondere z. B. der Ortbetondecke, übertragen werden können.Form adhesive bond. For example, it is possible to glue the foot of a railing to the front of the concrete head of the adapter. It should be noted at this point that the adhesive bond itself, which is effected for example by an epoxy resin, has substantially the same or even a higher tensile strength, as the concrete of the adapter. The connection reinforcement can be made of reinforcing steel, Stainless steel or fiber composites are produced. The back of the adapter is designed by roughening or by a profiled shape so that the thrust forces between the adapter and the building, in particular z. As the Ortbetondecke can be transmitted.
Insgesamt ist festzuhalten, dass sich bei der erfindungsgemäßen Ausbildung solcher Gebäudeteile mit einem solchen Adapter der Montageaufwand hinsichtlich der Befestigung einzelner Bauelemente, gegenüber einer Befestigung mit Dübeln und Schrauben, wesentlich vermindert. Wesentlich erhöht ist auch die Festigkeit gegenüber einer Klebverbindung unmittelbar an einem Bauwerk oder dem Teil eines Bauwerkes, ohne einen solchen Adapter mit einem Kopf aus einem hochfesten Beton, wie er zuvor beschrieben worden ist.Overall, it should be noted that significantly reduced in the inventive design of such building parts with such an adapter assembly costs in terms of attachment of individual components, compared to a mounting with dowels and screws. Substantially increased is also the strength against an adhesive bond directly to a building or the part of a building, without such an adapter with a head made of a high-strength concrete, as has been previously described.
Ein weiterer Vorteil besteht darin, dass solche Adapter auch als verlorene Schalung bei der Herstellung eines Betonbauwerkes, beispielsweise einer Ortbetondecke, fungieren können. Insofern ist vorgesehen, dass die Adapter, die insbesondere Bewehrungselemente zur Verbindung mit dem eigentlichen Betonbauwerk aufweisen, unmittelbar mit eingegossen werden können bei der Herstellung beispielsweise einer Ortbetondecke. Vor Ort kann dann ohne weiteren Bearbeitungsaufwand der entsprechende Gegenstand unmittelbar an den Betonkopf des Adapter angeklebt werden.Another advantage is that such adapters can also act as permanent formwork in the manufacture of a concrete structure, for example a Ortbetondecke. In this respect, it is provided that the adapters, which in particular have reinforcing elements for connection to the actual concrete structure, can be cast in directly during the production of, for example, an in-situ concrete floor. On site, the corresponding object can then be glued directly to the concrete head of the adapter without further processing.
Anhand der Zeichnungen wird die Erfindung beispielhaft näher erläutert.With reference to the drawings, the invention will be explained in more detail by way of example.
Fig. 1 zeigt schematisch einen Betonbauwerk mit dem erfindungsgemäßenFig. 1 shows schematically a concrete structure with the inventive
Adapter;Adapter;
Fig. 2 zeigt eine Ansicht auf den Adapter gemäß der Linie H-Il aus Fig. 1 ; Fig. 3 zeigt eine Ansicht gemäß der Linie Ill-Ill aus Fig. 2. Aus den Figuren ist unmittelbar erkennbar, dass beispielsweise eine Ortbetondecke 1 als Bauwerk oder Teil eines Bauwerkes stirnseitig den Adapter 10 mit dem Betonkopf 10a aufnimmt. Zur Verbindung des Adapters 10 mit der Ortbetondecke dienen Anschlussbewehrungselemente 20, die bei der Herstellung der Ortbetondecke mit eingegossen werden. Insofern fungiert der Adapter 10 als verlorene Schalung, was Kosten spart. Da die stirnseitige Oberfläche 11 des Betonkopfes 10a des Adapters 10 plan ist, kann diese unmittelbar die Grundlage für eine Klebverbindung, beispielsweise für den Fuß eines Geländers bilden. Der Betonkopf 10a des Adapters 10 ist mit einzelnen Fasern durchzogen, wie dies bereits in der DE 103 32 491 B4 beschrieben ist. Diese Fasern sind vliesartig in dem Beton verteilt, und sorgen schlussendlich auch für die hohe Oberflächenzugfestigkeit von 15 - 25 N/m2. Für die Offenbarung wird in Bezug auf die Ausgestaltung de Betons insofern explizit auf die DE 103 32 492 Bezug genommen.Fig. 2 shows a view of the adapter according to the line H-II of Fig. 1; FIG. 3 shows a view according to the line III-III from FIG. 2. From the figures it is immediately apparent that, for example, an in-situ concrete floor 1 as a building or part of a structure receives the end face of the adapter 10 with the concrete head 10a. To connect the adapter 10 with the Ortbetondecke serve connection reinforcement elements 20, which are cast in the production of the Ortbetondecke with. In this respect, the adapter 10 acts as a lost formwork, which saves costs. Since the front surface 11 of the concrete head 10a of the adapter 10 is flat, this can immediately form the basis for an adhesive bond, for example for the foot of a railing. The concrete head 10a of the adapter 10 is traversed with individual fibers, as already described in DE 103 32 491 B4. These fibers are non-woven distributed in the concrete, and ultimately provide for the high surface tensile strength of 15 - 25 N / m 2 . For the disclosure, reference is made explicitly to DE 103 32 492 with regard to the design of the concrete.
Wie sich aus den Figuren 2 und 3 ergibt, sind die Adapter in ihrer Größe durchaus variabel. Das heißt, es besteht die Möglichkeit, beispielsweise für Ortbetondecken, als verlorene Schalung solche Adapter vorzufertigen, und zwar in einer bestimmten Länge, wobei seitlich diagonal einander gegenüberliegend Nasen oder Vorsprünge 12 vorgesehen sind, die zur Verbindung solcher Adapter 10 untereinander einander überlappen. Im Bereich der einander überlappenden Nasen 12 erfolgt die Verbindung der Adapter untereinander ebenfalls vorzugsweise durch eine Klebverbindung.As is apparent from Figures 2 and 3, the adapters are quite variable in size. That is, it is possible, for example, for in-situ concrete slabs, prefabricated as permanent formwork such adapters, in a certain length, with laterally diagonally opposite noses or projections 12 are provided which overlap each other for connecting such adapter 10 with each other. In the area of overlapping lugs 12, the connection of the adapters with each other also preferably takes place by means of an adhesive bond.
Wesentlich ist weiterhin , dass zwischen dem Betonkopf 10a des Adapters 10 und der Ortbetondecke 1 eine Profilierung 15 vorgesehen ist, um Schubkräfte in Richtung des Pfeils 17 übertragen zu können. Die Profilierung 15 ist sowohl an dem Betonkopf 10a als auch an der Ortbetondecke 1 vorgesehen. It is also essential that between the concrete head 10a of the adapter 10 and the Ortbetondecke 1 a profiling 15 is provided in order to transmit thrust forces in the direction of the arrow 17 can. The profiling 15 is provided both on the concrete head 10 a and on the Ortbetondecke 1.

Claims

Ansprüche: Claims:
1. Adapter für eine Klebverbindung zur Verbindung mit einem Bauwerk oder einem Teil eines Bauwerkes, wobei der Adapter (10) durch ein oder mehrere Bewehrungselemente (20) mit dem Bauwerk in Verbindung steht, wobei der Adapter (10) einen Betonkopf mit einer Oberflächenzugfestigkeit von 15 bis 25 N/mm2 aufweist.An adapter for an adhesive bond for connection to a building or part of a building, wherein the adapter (10) by one or more reinforcing elements (20) is in communication with the building, wherein the adapter (10) has a concrete head with a surface tensile strength of 15 to 25 N / mm 2 .
2. Adapter nach Anspruch 1 , dadurch gekennzeichnet, dass der Betonkopf stirnseitig eine plane Oberfläche (11) aufweist.2. Adapter according to claim 1, characterized in that the concrete head has a front surface a flat surface (11).
3. Adapter nach Anspruch 1 , dadu rch gekennzeich net, dass der Betonkopf eine Druckfestigkeit von >150 N/mm2 aufweist.3. Adapter according to claim 1, dadu rch gekennzeich net, that the concrete head has a compressive strength of> 150 N / mm 2 .
4. Adapter nach Anspruch 1 , dadu rch gekennzeich net, dass die Rückseite des Adapters (10) aufgeraut ist, oder eine Profilierung aufweist, so dass auftretende Schubkräfte parallel zur Stirnkante des Betonkopfes (10a) des Adapters (10) verlaufend auf das Bauwerk übertragen werden können.4. An adapter according to claim 1, dadu rch gekennzeich net, that the back of the adapter (10) is roughened, or has a profiling, so that occurring shear forces parallel to the front edge of the concrete head (10 a) of the adapter (10) extending running on the building can be.
5. Verwendung eines Adapters (10) aus Beton, insbesondere eines ultra-hochfesten Betons mit einer Oberflächenzugfestigkeit von 15 bis 25 N/mm2 als Verbindungselement für eine Klebverbindung zwischen einem Bauwerk oder einem Teil eines Bauwerkes und einem an dem Bauwerk zu befestigenden Bauteil. Verwendung eines Adapters (10) aus Beton, insbesondere eines ultra-hochfesten Betons mit einer Oberflächenzugfestigkeit von 15 bis 25N/mm2 als Schalelement eines Bauwerkes oder Teil eines Bauwerkes. 5. Use of an adapter (10) made of concrete, in particular an ultra-high-strength concrete having a surface tensile strength of 15 to 25 N / mm 2 as a connecting element for an adhesive bond between a building or part of a building and to be attached to the building component. Use of an adapter (10) made of concrete, in particular an ultra-high-strength concrete with a surface tensile strength of 15 to 25N / mm 2 as a formwork element of a building or part of a building.
PCT/DE2009/000493 2008-04-19 2009-04-09 Adapter for an adhesive connection for connecting to a structure of part of a structure WO2009127198A2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP09731490.0A EP2274142B1 (en) 2008-04-19 2009-04-09 Lost shuttering for an adhesive connection for connecting to a structure of part of a structure

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE200810019847 DE102008019847A1 (en) 2008-04-19 2008-04-19 Adapter for an adhesive joint for connection to a building or part of a building
DE102008019847.1 2008-04-19

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WO2009127198A3 WO2009127198A3 (en) 2009-12-17

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EP2274142B1 (en) 2015-03-18
DE102008019847A1 (en) 2009-10-22
EP2274142A2 (en) 2011-01-19
WO2009127198A3 (en) 2009-12-17

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