EP0831183A2 - Bauelement zur Wärmedämmung - Google Patents
Bauelement zur Wärmedämmung Download PDFInfo
- Publication number
- EP0831183A2 EP0831183A2 EP97116117A EP97116117A EP0831183A2 EP 0831183 A2 EP0831183 A2 EP 0831183A2 EP 97116117 A EP97116117 A EP 97116117A EP 97116117 A EP97116117 A EP 97116117A EP 0831183 A2 EP0831183 A2 EP 0831183A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- built
- modules
- insulating body
- component according
- module
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
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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
- E04B1/003—Balconies; Decks
- E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging
Definitions
- the invention relates to a component for thermal insulation between two components to be concreted, in particular between a building and a cantilevered outer part, consisting of one to be installed in between Insulating body with integrated reinforcement elements, in particular shear bars that are transverse to the longitudinal extent of the insulating body through this run and connected to both components are, the shear bars are bent so that they starting from one component diagonally from top to bottom run through the insulating body and then in the area of the pressure zone towards the other Protrude component, with built-in modules are provided, each with at least one shear bar in its grasp the oblique course within the insulating body and determine the installation modules in recesses of the Insulating body are arranged and fixed, and wherein these recesses adapted to the outer shape of the modules are.
- the components of this type are used to two wall or ceiling elements, for example one cantilevered balcony with a corresponding false ceiling of a building, largely excluded of cold bridges to connect with each other.
- the reinforcement elements embedded in built-in modules that improve the position fixation of the reinforcement elements in Serve insulating body.
- the reinforcement elements in particular play-free and form-fitting embracing Installation modules move the contact area between the reinforcement element and insulator on the outside of the built-in modules, making the contact surfaces corresponding the dimensions of the built-in modules and thus the stability of the storage of the reinforcement elements significantly increased in the insulating body becomes.
- the soft insulation material of the Insulator only in small areas on the usually slim reinforcement elements and their movement due to its softness enlargement does not significantly hinder the mutual contact surfaces to a corresponding one Increase in the resistance of the insulation material. It finally follows from this that the reinforcement elements no additional fixation in the form of welded Distribution bars are required so that the assembly of the Component no longer at the manufacturer, but first can be done later at the customer.
- the built-in modules can be used entirely on the Distribution bars are dispensed with, which were previously for mutual determination of the connected reinforcement elements have taken care of, but during installation collided with the on-site reinforcement, which is why severed or largely removed on site had to be.
- the device can be without Adjustments are built in, without the Quality and stability of the position of the reinforcement elements is affected.
- the installation modules are together with the reinforcement elements pushed axially into the insulator and fixed there.
- the insertion does not lead only for the generally very long tension rods and the pressure rods, which provide pressure plates are, whose diameter is much larger than that Pressure rod cross-section is to a threading problem, also - and above all - the shear bars can be due to their at least two angled course only with difficulty in corresponding insulating body recesses deploy.
- the present invention is the Task based, the component for thermal insulation is not only with regard to its transport and storage expenses, but also in terms of its mounting and Improve manageability.
- the insulating body for inserting the at least one Shear force rod equipped built-in module divided is, the parting plane is the cutouts for the Installation module crosses, and that the installation module vertically into the recess of one half of the insulator can be used and fixed there.
- the reinforcement elements in the vertical direction inserted in the corresponding recesses in the insulating body are also on the Construction site secured against horizontal movement and do not have to be horizontal first and mostly only one-way locking means be provided.
- the vertical Insert the built-in modules in the insulating body their definition, for example, by suitable locking means be ensured.
- the built-in modules can be used for this have guides running in the direction of insertion, those provided with corresponding ones on the insulating body Guides work together. Are best, however the built-in modules are positively anchored in the insulating body.
- the insulating body has at least one firmly connected to it Has ledge made of a harder material than the insulator, and if the built-in modules on the bar especially by locking are fixed.
- the material of the built-in modules expediently also harder than the material of the Insulator should be formed, the Correspond to the materials of the installation modules and the strip, in order to achieve an optimal fixation in particular to achieve mutual positive locking.
- the bar can expediently profiled as a U-shape Be formed rail and the one insulating body half both on the side and on its lower or Enclose top.
- the bar or rail can also be connected in one piece to the built-in module, for example on one U-leg while the other U-leg, in particular by latching on the built-in module is definable.
- the installation module is expediently used in the present case Case not only for fixing the shear bars. Especially it is advantageous if also on the side of the component as close as possible to the shear bar Pressure elements integrated into the built-in module so that the last reason for welding a distribution bar becomes obsolete, rather both Reinforcement elements as close as possible and yet in fixed fixed distance from each other can.
- This combination of compression and shear bars in a built-in module not only leads to a simplified one simultaneous installation of both reinforcement elements, but primarily serves that both reinforcement elements perform their associated function safely can.
- the pressure element can also advantageously be used with a profile along the in the insulating body extending pressure rod and be provided with a appropriate profiling of the built-in element Cooperate to improve mutual determination.
- the main advantages of the invention can be already achieve when the built-in modules reinforcement element assigned to them at least to the Encompass peripheral areas of the insulating body; however is it is particularly advantageous if the grasping throughout Course of the reinforcement element through the insulating body through, but at least in one essential Section of this is done. Because the larger the contact areas the built-in modules on the insulating body, the larger is also the quality of the fixation.
- the built-in modules have an asymmetrical outer shape, so on the one hand to provide an installation aid, by the correct orientation of the reinforcement element is ensured relative to the insulating body, on the other this also allows the form fit in particular in the axial direction and thus the fixation of the Increase installation modules in the insulating body.
- the dimensions of the built-in modules the end face facing the installation part is different on the dimensions of the other face.
- Training modules it is especially recommended that Training modules to be polyhedral, because of the Variety of surfaces the torsional stiffness of the Installation modules compared to the insulating body is increased.
- shear bars profiled at least in the area covered by the built-in module and in particular are ribbed to a mutual frictional and non-positive concern to achieve the shear force bars on the built-in modules. If the built-in modules in the shear bar profiled areas and in particular are ribbed, this can be mutual Even increase anchorage.
- FIG Thermal insulation shown in a schematic side view.
- This component consists of an insulating body 2 and from perpendicular to its longitudinal extent extending reinforcement elements 3 in the form of in the upper Area of the insulating body arranged tension rods 4, arranged in the lower region of the insulating body Push rods 5 and two are in the middle of the insulating body crossing, each the traction zone of one Component with the compressive force zone of the other component connecting shear bars 61 and 62 (in Figure 1 is only one member is shown for each type of reinforcement, while the other rods with the ones shown Bars are aligned).
- the reinforcement elements extending through the insulating body 2 3 are each by built-in modules 7, 8 or 9 performed opposite the reinforcement elements fix the insulator.
- the insulating body Cutouts adapted to the external shape of the built-in modules on so that the insulating body is flat the recess side walls abut the built-in modules.
- the tension and compression bars the insulating body 2 are the angled ones Shear bars 61 and 62 with their oblique, extending from top to bottom in the insulating body arranged and pass through the built-in module 8, the shear bars in this oblique, grips not angled course.
- the insulating body 2 divided in the horizontal direction, i.e. in an upper, the tension rods 4 together with the installation module 7 Half 21 and in a lower one, the pressure rods in addition to the installation module 9 and the installation module 8 for the transverse force rods receiving half 22.
- the parting plane 23 runs straight at the level of the top edge of the module 8, whose side faces in the vertical direction run slightly inclined inwards and so the positive Ease of insertion.
- a U-shaped strip 24 is provided to define the two halves of the insulating body 21 and 22 serves by the two vertical U-leg down over the second half of the insulator 22 project.
- This U-bar is used in particular to the built-in module 7 in the Jamming position, which is done via locking lugs 17, the one at the end of the built-in module 7 with the smaller one Outside diameters are provided and from the insulating body penetrating a groin recess and protrude under the U-bar.
- a U-shaped bar 25 is also provided here, which engages around the insulating body 2 on its underside and serves to fix the built-in module 9 by made of a material corresponding to the built-in module is harder than the insulating material of the insulating body trained and therefore to fix the position is preferred.
- the built-in module 9 also has its thinner end locking lugs 19 on the U-bar after the crossing of a groin recess from the outside embrace positively.
- a stop 29 on the side of the installation module 9 provided that the axial insertion of the module or the pressure rod defined therein. In in the same way is a stop 27 on the installation module 7 intended.
- FIG. 3 which the built-in module 8 together with the two Shear bars 61 and 62 shows in front view.
- the Side surfaces that can be seen here run parallel to each other, but can be used to simplify insertion of the module in the recess in the insulating body also slightly inclined towards the inside be.
- FIG. 4 shows the top view of the built-in module 8 and shows that the built-in module is relative formed asymmetrically to the longitudinal axis of the insulating body is, which is a mirror-inverted onset Prevent the built-in module and shear bars leaves. This is particularly recommended because the concrete cover on the side of the cantilever External component larger than on the side of an internal one False ceiling must be so that adapted to it the transverse force rod 62 somewhat in its lower course is positioned higher than the transverse force rod 61.
- FIG. 5 shows an alternative embodiment of a Component 31 shown that a built-in module 32 for Has shear bars 33, including the associated insulating body 34 is made in two parts and one upper insulator half 35 and a lower insulator half 36 exists. Between the two halves the built-in module 32 is provided, which the lateral force rod in its oblique course within the area of the insulating body.
- the lower insulating body half 36 borders with it Top of the built-in module 32 while it is on its underside by a U-shaped profile 37 is surrounded. This bar is about rest connections 38, 39 connected to the built-in module 32 at the same time Fixing the lower half of the insulating body 36.
- the component 41 shown in FIG. 6 corresponds to FIG most of the component 31 from Figure 5; of the only difference is that the built-in module 42 in one piece with the lower U-profile Bar 47 is connected, in the area of a U-leg, while the other U-leg over one locking connection 48 corresponding to locking connection 38 can be fixed on the installation module 42.
- the one-piece connection in the area 49 is designed to be pivotable, so that the U-rail around the not shown in Figure 6 lower half of the insulator and then with the built-in module can be locked.
- the built-in module can have recesses 40, 50 may be provided, on the one hand for weight reduction and on the other hand to make one Form-fit with the adjacent insulating body halves can serve.
- FIG. 7 shows an enlarged section of the installation module 32 from Figure 5 and leaves its two-shell design recognize:
- the Half shells in the swivel range are generally cylindrical Cutout for receiving the transverse force rod 33 exhibit.
- the two half-shells are via a snap connection 32d definable against each other.
- Both the built-in module 32 and the transverse force rod 33 are profiled in the areas that touch each other executed so that a better friction between two components is generated, which fixes the position of the shear force rod in the module still increased.
- the advantage of the present invention lies in that on the welding of distributor bars can be dispensed with by the inventive Installation modules the quality of the position fixation of the individual reinforcement elements increased drastically becomes. This results in a simplified assembly and Manageability of building element and reinforcement elements, which ultimately leads to a drastic reduction of transport and storage expenses.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Reinforcement Elements For Buildings (AREA)
- Insulated Conductors (AREA)
- Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)
- Cooling Or The Like Of Electrical Apparatus (AREA)
Abstract
Description
- Figur 1
- ein erfindungsgemäßes Bauelement zur Wärmedämmung mit Einbaumodulen für Querkraftstäbe in schematischer Seitenansicht;
- Figur 2
- das mit zwei Querkraftstäben bestückte Einbaumodul in Seitenansicht;
- Figur 3
- das Einbaumodul aus Figur 2 in Vorderansicht;
- Figur 4
- das Einbaumodul aus Figur 2 in Draufsicht;
- Figur 5
- eine alternative Ausführungsform eines Bauelementes zur Wärmedämmung mit Einbaumodul für Querkraftstäbe in Seitenansicht;
- Figur 6
- eine Abwandlung der Ausführungsform aus Figur 5; und
- Figur 7
- ein Ausschnitt des Einbaumoduls aus Figur 5.
Claims (18)
- Bauelement zur Wärmedämmung zwischen zwei zu betonierenden Bauteilen, insbesondere zwischen einem Gebäude und einem vorkragenden Außenteil, bestehend aus einem dazwischen zu verlegenden Isolierkörper (2, 34, 44) mit integrierten Bewehrungselementen, insbesondere Querkraftstäben (61, 62, 33, 43), die quer zur Längserstreckung des Isolierkörpers durch diesen hindurch verlaufen und jeweils an beide Bauteile angeschlossen sind, wobei die Querkraftstäbe so gebogen sind, daß sie ausgehend von einem Bauteil schräg von oben nach unten durch den Isolierkörper hindurch verlaufen und sodann im Bereich der Druckzone in Richtung auf das andere Bauteil vorstehen, wobei Einbaumodule (8, 32, 42) vorgesehen sind, die jeweils zumindest einen Querkraftstab in seinem schrägen Verlauf innerhalb des Isolierkörpers umgreifen und festlegen, die Einbaumodule in weitgehend an die Außenform der Module angepaßten Aussparungen des Isolierkörpers angeordnet und fixiert sind,
dadurch gekennzeichnet,
daß der Isolierkörper (2) zum Einsetzen der mit zumindest einem Querkraftstab bestückten Einbaumodule entlang einer Trennebene (23) geteilt ausgebildet ist, daß die Trennebene die Aussparungen für die Einbaumodule durchquert, und daß die Einbaumodule quer zur Erstreckungsrichtung der Querkraftstäbe in die Aussparungen der zumindest einen Isolierkörperhälfte (22, 35, 45) einsetzbar und dort fixierbar sind. - Bauelement nach Anspruch 1,
dadurch gekennzeichnet,
daß die Querkraftstäbe (33) zumindest in dem vom Einbaumodul (32) umfaßten Bereich profiliert und insbesondere gerippt ausgeführt sind. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß die Einbaumodule (32) in dem den Querkraftstab (33) beaufschlagenden Bereich profiliert und insbesondere gerippt ausgeführt sind. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß die Einbaumodule (8, 32, 42) das ihnen zugeordnete Bewehrungselement (4, 5) in seinem gesamten Verlauf durch den Isolierkörper (2, 34, 44) umgreifen. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß die Einbaumodule (8) polyederförmig ausgebildet sind und eine asymmetrische Außenform aufweisen. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß die Abmessungen der Einbaumodule (8) an der dem Einbauteil zugewandten Stirnseite unterschiedlich von den Abmessungen der anderen Stirnseite sind. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß die Einbaumodule (8, 32, 42) aus zwei insbesondere einstückig miteinander verbundenen Halbschalen bestehen. - Bauelement nach Anspruch 7,
dadurch gekennzeichnet,
daß die Halbschalen eines Einbaumoduls (8, 32, 42) unter Umgreifen und Festlegen des ihm zugeordneten Querkraftstabes (3, 61, 62, 33, 43) miteinander verrastbar sind. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß die Einbaumodule (8, 32, 42) bei unterschiedlichen Bewehrungselementabmessungen die gleiche Außenform aufweisen. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß die Einbaumodule in Einsetzrichtung verlaufende Führungen aufweisen, die mit entsprechenden, am Isolierkörper vorgesehenen Führungen zusammenwirken. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß die Einbaumodule (8, 32, 42) formschlüssig im Isolierkörper (2, 34, 44) verankerbar sind. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß der Isolierkörper (2, 34, 44) zumindest eine mit ihm fest verbundene Leiste (24, 25, 37, 47) aufweist, die aus einem härteren Material als der Isolierkörper besteht, und daß die Einbaumodule (8, 32, 42) an der Leiste insbesondere durch Verrasten festlegbar sind. - Bauelement nach Anspruch 12,
dadurch gekennzeichnet,
daß die Leiste (37, 47) in Form einer U-Schiene ausgebildet ist, und daß die U-Schiene die eine Isolierkörperhälfte (36) umgreift. - Bauelement nach Anspruch 12,
dadurch gekennzeichnet,
daß die Leiste (47) mit dem Einbaumodul (42) einstückig verbunden ist. - Bauelement nach Anspruch 13 und 14,
dadurch gekennzeichnet,
daß die als U-Schiene ausgebildete Leiste (47) an einem U-Schenkel mit dem Einbaumodul (42) einstückig und schwenkbar verbunden ist und mit dem anderen Schenkel am Einbaumodul insbesondere durch Verrasten festlegbar ist. - Bauelement nach zumindeste einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß das Material der Einbaumodule (8, 32, 42) härter als das Material des Isolierkörpers (2, 34, 44) ist. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß in nicht mit Einbaumodulen bestückten Aussparungen Blindmodule vorgesehen sind, wobei die Blindmodule in ihrer Außenform den Einbaumodulen entsprechen. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß die Einbaumodule zusätzlich mit einem Druckelement bestückt sind, und daß die Einbaumodule den Querkraftstab und das Druckelement gegeneinander festlegen.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29723292U DE29723292U1 (de) | 1996-09-20 | 1997-09-17 | Bauelement zur Wärmedämmung |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19638538A DE19638538A1 (de) | 1996-09-20 | 1996-09-20 | Bauelement zur Wärmedämmung |
DE19638538 | 1996-09-20 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0831183A2 true EP0831183A2 (de) | 1998-03-25 |
EP0831183A3 EP0831183A3 (de) | 1998-10-07 |
EP0831183B1 EP0831183B1 (de) | 2003-11-26 |
Family
ID=7806314
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97116117A Expired - Lifetime EP0831183B1 (de) | 1996-09-20 | 1997-09-17 | Bauelement zur Wärmedämmung |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0831183B1 (de) |
AT (1) | ATE255194T1 (de) |
DE (2) | DE19638538A1 (de) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0959188A3 (de) * | 1998-05-22 | 2000-09-27 | SFS Handels Holding AG | Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen |
EP1225282A2 (de) * | 2001-01-23 | 2002-07-24 | Schöck Entwicklungsgesellschaft mbH | Bauelement zur Wärmedämmung |
EP1564336A1 (de) | 2004-02-11 | 2005-08-17 | HALFEN GmbH & CO. Kommanditgesellschaft | Thermisch isolierendes Bauelement |
EP1627971A1 (de) * | 2004-08-18 | 2006-02-22 | Thomas Mösch | Verfahren zur Positionierung von Rundstahlstäben und Montageplatten zur Durchführung des Verfahrens |
EP1878840A2 (de) * | 2006-07-13 | 2008-01-16 | SCHÖCK BAUTEILE GmbH | Bauelement zur Wärmedämmung zwischen zwei zu betonierenden Bauteilen |
EP2055845A2 (de) | 2007-11-02 | 2009-05-06 | Debrunner Koenig Management AG | Kragplattenanschlusselement |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29807381U1 (de) | 1998-04-23 | 1998-08-13 | Schöck Bauteile GmbH, 76534 Baden-Baden | Bauelement zur Wärmedämmung |
DE102011109959A1 (de) | 2011-08-11 | 2013-02-14 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
GB2595473B (en) * | 2020-05-27 | 2024-06-26 | Farrat Isolevel Ltd | Structural thermal break connector |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0117897A1 (de) * | 1983-01-27 | 1984-09-12 | Eberhard Schöck | Bauelement zur Wärmedämmung bei Gebäuden |
EP0318010A1 (de) * | 1987-11-25 | 1989-05-31 | M. Meisinger KG | Anschlusselement für eine Betonkragplatte |
EP0388692A1 (de) * | 1989-03-20 | 1990-09-26 | Egco Ag | Isoliertes Kragplattenanschlusselement |
EP0402343A2 (de) * | 1989-06-05 | 1990-12-12 | Josef Fuhs | Bewehrung für den Anschluss von Balkonplatten |
DE9409322U1 (de) * | 1994-06-09 | 1995-10-12 | Dausend, Hans-Werner, 42289 Wuppertal | Kragplattenanschlußelement |
DE4423413A1 (de) * | 1994-07-05 | 1996-01-11 | Schoeck Bauteile Gmbh | Bauelement zur Wärmedämmung bei Gebäuden |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3700295C2 (de) * | 1987-01-07 | 1993-11-11 | Schoeck Bauteile Gmbh | Bauelement zur Isolierung bei Gebäuden |
CH678076A5 (en) * | 1988-10-27 | 1991-07-31 | Erico Products S A | Insulating collar for reinforced concrete joints - has steel sleeves welded to one side with plastic collars on the other |
DE4103278A1 (de) * | 1991-02-04 | 1992-08-13 | Schoeck Bauteile Gmbh | Bauelement zur waermedaemmung bei gebaeuden |
CH685252A5 (de) * | 1992-03-02 | 1995-05-15 | Extruplast Gmbh | Kragplattenanschlusselement. |
DE4214704A1 (de) * | 1992-05-02 | 1993-11-04 | Schoeck Bauteile Gmbh | Bauelement zur waermedaemmung bei gebaeuden |
DE4302682A1 (de) * | 1993-02-01 | 1994-08-04 | Schoeck Bauteile Gmbh | Bauelement zur Wärmedämmung |
-
1996
- 1996-09-20 DE DE19638538A patent/DE19638538A1/de not_active Withdrawn
-
1997
- 1997-09-17 DE DE59711044T patent/DE59711044D1/de not_active Expired - Lifetime
- 1997-09-17 AT AT97116117T patent/ATE255194T1/de active
- 1997-09-17 EP EP97116117A patent/EP0831183B1/de not_active Expired - Lifetime
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0117897A1 (de) * | 1983-01-27 | 1984-09-12 | Eberhard Schöck | Bauelement zur Wärmedämmung bei Gebäuden |
EP0318010A1 (de) * | 1987-11-25 | 1989-05-31 | M. Meisinger KG | Anschlusselement für eine Betonkragplatte |
EP0388692A1 (de) * | 1989-03-20 | 1990-09-26 | Egco Ag | Isoliertes Kragplattenanschlusselement |
EP0402343A2 (de) * | 1989-06-05 | 1990-12-12 | Josef Fuhs | Bewehrung für den Anschluss von Balkonplatten |
DE9409322U1 (de) * | 1994-06-09 | 1995-10-12 | Dausend, Hans-Werner, 42289 Wuppertal | Kragplattenanschlußelement |
DE4423413A1 (de) * | 1994-07-05 | 1996-01-11 | Schoeck Bauteile Gmbh | Bauelement zur Wärmedämmung bei Gebäuden |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0959188A3 (de) * | 1998-05-22 | 2000-09-27 | SFS Handels Holding AG | Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen |
EP1225282A2 (de) * | 2001-01-23 | 2002-07-24 | Schöck Entwicklungsgesellschaft mbH | Bauelement zur Wärmedämmung |
EP1225282A3 (de) * | 2001-01-23 | 2003-06-11 | Schöck Entwicklungsgesellschaft mbH | Bauelement zur Wärmedämmung |
EP1612339A3 (de) * | 2001-01-23 | 2008-01-23 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
EP1564336A1 (de) | 2004-02-11 | 2005-08-17 | HALFEN GmbH & CO. Kommanditgesellschaft | Thermisch isolierendes Bauelement |
EP1627971A1 (de) * | 2004-08-18 | 2006-02-22 | Thomas Mösch | Verfahren zur Positionierung von Rundstahlstäben und Montageplatten zur Durchführung des Verfahrens |
EP1878840A2 (de) * | 2006-07-13 | 2008-01-16 | SCHÖCK BAUTEILE GmbH | Bauelement zur Wärmedämmung zwischen zwei zu betonierenden Bauteilen |
EP1878840A3 (de) * | 2006-07-13 | 2008-06-04 | SCHÖCK BAUTEILE GmbH | Bauelement zur Wärmedämmung zwischen zwei zu betonierenden Bauteilen |
EP2055845A2 (de) | 2007-11-02 | 2009-05-06 | Debrunner Koenig Management AG | Kragplattenanschlusselement |
Also Published As
Publication number | Publication date |
---|---|
EP0831183A3 (de) | 1998-10-07 |
DE59711044D1 (de) | 2004-01-08 |
EP0831183B1 (de) | 2003-11-26 |
ATE255194T1 (de) | 2003-12-15 |
DE19638538A1 (de) | 1998-03-26 |
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