EP1225282A2 - Bauelement zur Wärmedämmung - Google Patents
Bauelement zur Wärmedämmung Download PDFInfo
- Publication number
- EP1225282A2 EP1225282A2 EP02000345A EP02000345A EP1225282A2 EP 1225282 A2 EP1225282 A2 EP 1225282A2 EP 02000345 A EP02000345 A EP 02000345A EP 02000345 A EP02000345 A EP 02000345A EP 1225282 A2 EP1225282 A2 EP 1225282A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- pressure
- component
- component according
- concrete
- components
- 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
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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 present invention relates to a component for thermal insulation between two components to be concreted, in particular between a building and a protruding outer part, consisting of one to be installed in between Insulating body with at least integrated pressure elements that are built in State of the component essentially horizontal and transverse to the substantially horizontal longitudinal extent of the insulating body through this run and can be connected to both components.
- Such components are, for example, between a balcony and the associated floor ceiling installed to a cold bridge in this area as far as possible to avoid reinforcement bars attached to both components, So on the balcony and on the floor ceiling, by crossing the insulating body are connected, for the necessary transmission of the occurring train, Ensure lateral and compressive forces.
- these reinforcement elements exist in the joint area made of stainless steel, sufficient protection against corrosion offers and on the other hand also has good thermal insulation properties.
- a disadvantage of the stainless steel reinforcement bars is the high ones Costs, especially if - as is the case with the printing elements - for Achieving a sufficient load-bearing capacity with relative reinforcement elements large cross sections must be used.
- the present invention is based on the object a component for thermal insulation of the type mentioned is available to provide, whose pressure elements are characterized by good thermal insulation properties, good corrosion resistance and low cost.
- the pressure elements are made of concrete in such a way that they are at least two transverse to the longitudinal extent of the insulating body through these pressure bars and between the pressure bars at least one insulating element in the form of an opposite the concrete components have a shielded cavity.
- the lightweight construction is favored by the fact that the pressure elements on their Contact profiles for the introduction of pressure force to the end faces facing the concrete components or have pressure force discharge.
- These contact profiles extend expediently parallel to the longitudinal extent of the insulating body and are plate-shaped with a vertical facing the concrete components Area at least the size of the area enclosed by the webs Vertical cross-sectional area corresponds. In other words, they should Contact profiles enable a large-area introduction or discharge of pressure and the compressive force on the smaller cross-sectional area pass on the pressure bars. So that the pressure bars of the pressure force better Hold up, the contact profiles connect the at least two pressure bars a profile body, so that the contact profiles give the pressure bars further stability can lend.
- the pressure bars connected to each other via a cross strut crossing the cavity are the buckling of the not yet hardened after the extrusion process Prevents pressure element in the area of the slim pressure bars. So how the cross strut can be easily handled by the extrusion process according to the invention can be introduced into the printing elements, without much effort additional stability on the one hand and thermal insulation on the other Favorable constructive measures are taken, which in the usual Stainless steel thrust bearings hardly or only with disproportionately high effort it is possible.
- the cavity face through the contact profiles the concrete components are shielded, i.e. to manufacture the pressure element in such a way that the cavity axis and thus the extrusion direction in the plane of the Insulating body horizontally in the direction of the longitudinal extent of the insulating body or extends perpendicularly to it in the vertical direction.
- the Pressure elements protrude at least into one of the two concrete components and in this concrete component are anchored, in particular that the cavity on the side of the pressure element projecting into the concrete component approximately to Concrete component can extend and only through the associated contact profile is shielded from this concrete component. This increases it also the length of the pressure bars and thus the thin-walled pressure element area and thus the thermal insulation also improves.
- the object stated at the outset can also be achieved by a further embodiment with the features of the preamble of claim 1 solve by using pressure elements made of concrete by casting a lost mold are made.
- cast concrete pressure elements to use can be in almost any shape - compared to extrusion - bring even greater variety, so that the concrete pressure element can really be adapted to all requirements. Above all, these requirements are in a relatively large force application area and a relatively small cross-sectional area in the area within the insulating body.
- the small cross-sectional area can be curved on the one hand especially concave type of the pressure element top and on the other hand also by waisting the pressure elements based on a horizontal cut to reach.
- a key benefit of lost by casting using Mold made concrete pressure elements is that you have the concrete pressure elements can be built into the component together with the casting mold and so it also provides an all-round sliding layer for the concrete pressure element or built in, which ensures that the concrete pressure element according to the invention any Relative movements of the two adjacent concrete components without any problems - and "sliding" - can follow; this leads to the important advantage that such Relative movements are no longer associated with significant noise are, when using conventional printing elements due to static friction not between the pressure element and the adjacent concrete component were prevent.
- the mold can be made of plastic, which ensures that the concrete pressure element always with a flat and smooth outer surface is in contact with the adjacent concrete component, regardless of whether it is in the mold filled concrete material. Even if this is so grainy or is fibrous, the outer surface formed by the casting mold remains flat and smooth.
- front contact profiles in vertical longitudinal section be concave in particular so that the concrete thrust bearing too even after setting the adjacent concrete components despite the then taken slight inclination an optimal system to the adjacent Has concrete component by the concave curved area at the vertical Settling movement rolls on the concrete component and thus an articulated connection between the concrete pressure element and the adjacent concrete component Provides.
- the production of the concrete pressure element by casting can be done, for example also take advantage of two horizontally adjacent pressure elements in one Mold and to connect to each other via a connection area, so that the double pressure element thus provided between can have a heat-insulating cavity. Overall leaves this design extrudes a reference to the aforementioned Design with two pressure bars and provided between the pressure bars Create cavity with all its advantages.
- FIG. 2 shows an extract of a component 1 for thermal insulation, installed between a building A and a cantilevered outer part B. is and from an insulating body 2 and Reinforcement elements in the form of a pressure element 3.
- the component is extended upwards and carries tension and shear bars there as known per se.
- the pressure element 3 has two plate-shaped contact profiles 5, 6 which the end faces of the pressure element facing the two concrete components A and B. 3 are arranged and parallel to the longitudinal extent of the insulating body run.
- the contact profiles 5, 6 are used for introducing or discharging the Pressure force, the pressure force transmission through the joint between the two Components is provided by two pressure bars 7, 8, accordingly run through the insulating body transversely to the longitudinal extent thereof.
- the two pressure webs 7, 8 enclose between them a cavity 9 which acts as an insulating element and only needs to be filled with air.
- the pressure element 3 in the concrete component B in the region of the contact profile 6 protrudes, the void volume or the length of the Increase pressure bars and thus the pressure element according to the invention further optimize the thermal insulation provided.
- FIGS. 3 and 4 show a component 21 for thermal insulation, whose pressure element 23 differs from the pressure element 3 due to the shape of the extrusion cross section and differentiated by the installation orientation.
- the pressure element 23 has two on the concrete components A, B facing end faces provided contact profiles 25, 26 and two themselves pressure webs 27, 28 extending between the two contact profiles.
- the contact profiles 25, 26 not like a plate parallel to the longitudinal extent of the insulating body are arranged, but instead are arched with a based on the horizontal section approximately circular arc-shaped outer shape.
- a cross strut 30 connecting the two pressure bars is provided, which the Crosses cavity 29 and divides it into two cavity halves 29a, 29b.
- the pressure webs 27, 28 are provided with concave curved outer sides and the cavities 29a, 29b, in contrast, are convex. hereby the two webs have approximately a cup shape in horizontal section on that an optimal pressure force transmission with minimal cross-sectional areas and thus enables optimal thermal insulation.
- the curved outer shape of the contact profiles 25, 26 has due to its convex
- the effect is that the pressure element, like a joint, is possibly caused by temperature Relative movements between the two concrete components Rotation or by rolling in the horizontal plane can follow.
- FIG. 5 An alternative design of the present invention is shown in FIG. 5: There is a component 31 for thermal insulation between a building A. and a balcony B in horizontal section at the level of pressure elements 33a, 33b. There is also an insulating body between building A and balcony B. 32 shown, the left along the between the two components Fugue extends.
- the main difference of the pressure elements 33a, 33b compared to that The pressure element from FIG. 3 now consists of a pressure element in each case is replaced by two parallel printing elements, one corresponding smaller force application area in the form of contact profiles 35a, 35b, 36a, 36b need. This results in a double joint similar to a parallelogram linkage, that the displacement path between the contact profiles and the adjacent concrete components further reduced.
- Both types of pressure element have in addition to the circular arc Contact profiles also have very similar pressure element cross-sectional shapes, namely, a continuous and seamless from the edges of the contact profiles Transitional goblet-like outer shape that tapers slowly towards the center of the joint and then on the way to the opposite contact profile again continually widened to get there in the edges of the opposite Transition contact profile.
- This shape ensures optimal force transmission from the balcony plate B into the pressure element, an optimal pressure force transmission with reduced heat conduction through the joint and optimal Pressure force is diverted into building A.
- the cross sections are designed so that they have the largest possible force transmission area and if possible slim compression force cross-sectional area with mutual continuous Transition a non-kink-resistant, stable pressure element with - due to the small cross-sectional area - nevertheless cheaper thermal insulation result, especially if concrete is used as the material for the pressure element becomes.
- a lost casting mold 40 is shown in perspective in FIGS. 6 to 8 shown, which is used for the production of pressure elements made of concrete and but together with the concrete pressure elements in the invention (here Component (not shown) is used for thermal insulation.
- Figures 9 to 15 show only the mold 40 and not the concrete pressure elements self; these roughly correspond in their appearance and arrangement the design of Figure 5, but with the lost mold is provided, together with the concrete pressure elements in the component Thermal insulation to be installed, so that is the representation of figure 5 does not transfer directly to the exemplary embodiment from FIGS. 6 to 15 bar.
- the casting mold 40 has two to be filled with concrete and in the installed position cavities 41, 42 open at the bottom, which form the shape of the concrete pressure element pretend.
- the concrete pressure elements receive one through the casting mold Structure related to both the horizontal section and related tapered towards the vertical section towards the center: using the example of the mold 40 enclosed cavity 41, this means that the concrete pressure element starting of the largest possible cross-sectional and surface area in the area of front curved contact profiles 43, 44 in the direction of the central region 45 is tapered between the two contact profiles; based on a horizontal section recognizable from FIG. 9 or on the in FIG This bottom view shown in FIG.
- the mold 40 has a connecting region 46 between the two Cavities 41, 42 surrounding cup-shaped individual molds 40a, 40b.
- this connection area there is a cavity enclosed by the mold 40 47, which is filled with air and serves as an insulating body.
- a recess 48 Im neighboring to the connection area 46 between the two individual casting molds 40a, 40b arranged area is a recess 48 for receiving a transverse force rod provided which is in the space between the two Immersed pressure elements and is fixed there on the mold.
- the casting mold has vertically extending webs 49, 50 on its outside, which are provided when an adjacent double pressure element is attached laterally with a correspondingly constructed casting mold Seal the space between the two molds by each the individual webs 50 in the space between the two double webs 49 immerse. This can prevent liquid concrete from getting into the gap flows between the two molds and their function is impaired.
- the casting mold 40 also has on the edge of an end contact profile 43 on a T-shaped web in horizontal section, which is provided for into the adjacent concrete component - especially one in a precast plant protruding molded filigree plate and anchored with this form-fitting become. Because in contrast to previous pressure element designs, the form-fitting that was anchored in the adjacent concrete components rolling contact profile the disadvantage, no connection in the direction of pull To make available what is particularly relevant for transport; therefore the T-shaped web 51 serves as a tension band for the transmission of tensile forces between Casting mold or associated pressure elements and adjacent concrete component.
- the Casting mold has hole-like recesses 52 on its upper side; these serve to promote the escape of air when casting the pressure elements; They also ensure a positive connection between the mold and concrete pressure element due to concrete material emerging from the openings 52 and thus serve as transport and loss prevention and prevent the falling out of the pressure elements from the mold when the mold is oriented so that the cavities 41, 42 are open at the bottom and the Pressure elements could fall out.
- the mold has hook-like locking lugs 53 on its underside on, which serve the casting mold on a the component for thermal insulation to lock and fix on the underside of the surrounding rail.
- the present invention offers the advantage of an optimized one Printing element that is easy due to the production by extrusion provided with cavities and thus can be manufactured in a lightweight construction. As a result you get a pressure element with improved thermal insulation properties, better load capacity and at the same time low manufacturing costs.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Insulated Conductors (AREA)
- Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)
Abstract
Description
- Figur 1
- ein erfindungsgemäßes Druckelement in Draufsicht;
- Figur 2
- das Druckelement eingebaut in ein Bauelement zur Wärmedämmung in einem Vertikalschnitt;
- Figur 3
- eine alternative Ausführungsform eines Bauelements zur Wärmedämmung in einem Horizontalschnitt;
- Figur 4
- das Bauelement aus Figur 3 entlang der Schnittebene IV-IV aus Figur 3;
- Figur 5
- eine alternative Ausführungsform eines Bauelementes zur Wärmedämmung mit erfindungsgemäßem Druckelement in geschnittener Draufsicht;
- Figuren 6 - 8
- eine Gießform für ein erfindungsgemäßes Doppeldruckelement in verschiedenen perspektivischen Ansichten;
- Figur 9
- eine Draufsicht auf die Gießform aus den Figuren 6-8;
- Figur 10
- eine Seitenansicht der Gießform;
- Figur 11
- eine Darstellung entlang der Schnittebene A-A aus Figur 9;
- Figur 12
- eine Schnittdarstellung entlang der Schnittebene B-B aus Figur 9;
- Figur 13
- eine Schnittdarstellung entlang der ebene C-C aus Figur 10;
- Figur 14
- eine Schnittdarstellung entlang der Ebene D-D aus Figur 10; und
- Figur 15
- eine Ansicht der Gießform von unten.
Claims (18)
- Bauelement zur Wärmedämmung zwischen zwei Bauteilen, insbesondere zwischen einem Gebäude (A) und einem vorkragenden Außenteil (B), bestehend aus einem dazwischen zu verlegenden Isolierkörper (2, 22) mit zumindest integrierten Druckelementen (3, 23), die im eingebauten Zustand des Bauelementes im wesentlichen horizontal und quer zur im wesentlichen horizontalen Längserstreckung des Isolierkörpers durch diesen hindurchverlaufen und jeweils an beide Bauteile anschließbar sind,
dadurch gekennzeichnet, dass die Druckelemente (3, 23) aus Beton hergestellt sind derart, dass sie zumindest zwei quer zur Längserstreckung des Isolierkörpers (2, 22) durch diesen hindurchverlaufende Druckstege (7, 8, 27, 28) und zwischen den Druckstegen zumindest ein Isolierelement (9, 29) in Form eines gegenüber den Bauteilen (A, B) abgeschirmten Hohlraumes aufweisen. - Bauelement nach Anspruch 1,
dadurch gekennzeichnet, dass die Beton-Druckelemente (3, 23) durch Extrusion hergestellt sind. - Bauelement zur Wärmedämmung zwischen zwei Bauteilen, insbesondere zwischen einem Gebäude (A) und einem vorkragendem Außenteil (B), bestehend aus einem dazwischen zu verlegenden Isolierkörper (32) mit zumindest integrierten Druckelementen (33a, 33b), die im eingebauten Zustand des Bauelementes im wesentlichen horizontal und quer zur im wesentlichen horizontalen Längserstreckung des Isolierkörpers durch diesen hindurchverlaufen und jeweils an beide Bauteile anschließbar sind,
dadurch gekennzeichnet, dass die Druckelemente (33a, 33b) aus Beton durch Gießen unter Verwendung einer verlorenen Gießform (40) hergestellt sind. - Bauelement nach Anspruch 3,
dadurch gekennzeichnet, dass die Beton-Druckelemente (33a, 33b) zusammen mit der Gießform (40) in das Bauteil eingebaut sind. - Bauelement nach zumindest einem der Ansprüche 3 oder 4,
dadurch gekennzeichnet, dass die Gießform (40) aus Kunststoff besteht. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet, dass die Druckelemente (3, 23, 33a, 33b) an ihren den Bauteilen (A, B) zugewandten Stirnseiten Kontaktprofile (5, 6, 25, 26, 43, 44) zur Druckkrafteinleitung und/oder -ausleitung aufweisen. - Bauelement nach Anspruch 6,
dadurch gekennzeichnet, dass sich die Kontaktprofile (5, 6) parallel zur Längserstreckung des Isolierkörpers (2, 22) erstrecken und plattenförmig ausgebildet sind. - Bauelement nach Anspruch 6,
dadurch gekennzeichnet, dass die Kontaktprofile (25, 26, 43, 44) im Horizontalschnitt kreisbogenförmig gewölbt ausgebildet sind und mit ihrem gewölbten Bereich in die Bauteile (A, B) vorstehen. - Bauelement nach einem der vorstehenden Ansprüche 6 bis 8,
dadurch gekennzeichnet, dass die den Bauteilen (A, B) zugewandte vertikale Fläche der Kontaktprofile (5, 6, 25, 26) in ihrer Größe zumindest der von den Druckstegen (7, 8, 27, 28) umschlossenen Vertikalquerschnittsfläche entspricht. - Bauelement nach zumindest Anspruch 1 und 6,
dadurch gekennzeichnet, dass die Kontaktprofile (5, 6, 25, 26) die zumindest zwei Druckstege (7, 8, 27, 28) zu einem Profilkörper verbinden. - Bauelement nach zumindest Anspruch 1 und 6,
dadurch gekennzeichnet, dass der Hohlraum (9, 29) durch die Kontaktprofile (5, 6, 25, 26) gegenüber den Bauteilen (A, B) abgeschirmt ist. - Bauelement nach zumindest Anspruch 1,
dadurch gekennzeichnet, dass die Druckstege (27, 28) über eine den Hohlraum (29) durchquerende Querstrebe (30) miteinander verbunden sind. - Bauelement nach zumindest Anspruch 3 und Anspruch 6,
dadurch gekennzeichnet, dass die verlorene Gießform (40) im unteren Fußbereich (43a, 44a) der Kontaktprofile (43, 44) eine größere Dicke aufweist. - Bauelement zumindest nach Anspruch 3 und Anspruch 6,
dadurch gekennzeichnet, dass die stirnseitigen Kontaktprofile (43, 44) im vertikalen Längsschnitt insbesondere konkav gewölbt sind. - Bauelement nach zumindest Anspruch 3,
dadurch gekennzeichnet, dass zwei horizontal benachbarte Druckelemente über einen Verbindungsbereich (46) miteinander verbunden sind. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet, dass die Druckelemente (3, 23, 43, 44) zumindest in eines der Bauteile (A, B) vorstehen und in diesem verankert sind. - Bauelement nach zumindest Anspruch 1 und 6,
dadurch gekennzeichnet, dass sich der Hohlraum (9, 9a, 9b) auf der in das Bauteil (B) vorstehenden Seite des Druckelementes (3) bis etwa zum Bauteil (B) erstreckt und ihm gegenüber durch das zugehörige Kontaktprofil (6) abgeschirmt ist. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet, dass die Druckelemente (3, 23, 43, 44) aus hochfestem Beton mit insbesondere Faserarmierung hergestellt sind.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP05017447A EP1612339B1 (de) | 2001-01-23 | 2002-01-04 | Bauelement zur Wärmedämmung |
PL351808A PL208285B1 (pl) | 2001-01-23 | 2002-01-22 | Element konstrukcyjny do izolacji cieplnej |
CZ2002-281A CZ304194B6 (cs) | 2001-01-23 | 2002-01-23 | Stavební dílec pro tepelnou izolaci mezi dvěma stavebními částmi |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10102931A DE10102931A1 (de) | 2001-01-23 | 2001-01-23 | Bauelement zur Wärmedämmung |
DE10102931 | 2001-01-23 |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05017447A Division EP1612339B1 (de) | 2001-01-23 | 2002-01-04 | Bauelement zur Wärmedämmung |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1225282A2 true EP1225282A2 (de) | 2002-07-24 |
EP1225282A3 EP1225282A3 (de) | 2003-06-11 |
EP1225282B1 EP1225282B1 (de) | 2006-07-12 |
Family
ID=7671473
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02000345A Expired - Lifetime EP1225282B1 (de) | 2001-01-23 | 2002-01-04 | Bauelement zur Wärmedämmung |
EP05017447A Expired - Lifetime EP1612339B1 (de) | 2001-01-23 | 2002-01-04 | Bauelement zur Wärmedämmung |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05017447A Expired - Lifetime EP1612339B1 (de) | 2001-01-23 | 2002-01-04 | Bauelement zur Wärmedämmung |
Country Status (5)
Country | Link |
---|---|
EP (2) | EP1225282B1 (de) |
AT (2) | ATE333011T1 (de) |
DE (3) | DE10102931A1 (de) |
DK (1) | DK1225282T3 (de) |
ES (1) | ES2267870T3 (de) |
Cited By (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2005106144A1 (de) * | 2004-04-28 | 2005-11-10 | Max Frank Gmbh & Co. Kg | Kragplattenanschlusselement |
WO2008113347A2 (de) * | 2007-03-22 | 2008-09-25 | Bert Kolpatzik | Bauelement zur wärmedämmung |
DE102007014922A1 (de) | 2007-03-22 | 2008-09-25 | Bert Kolpatzik | Druckelement eines Bauelementes zur Wärmedämmung |
EP2138641A2 (de) | 2008-06-24 | 2009-12-30 | SCHÖCK BAUTEILE GmbH | Bauelement zur Wärmedämmung und Dämmmaterial für Bauanwendungen |
EP2063033A3 (de) * | 2007-11-22 | 2010-02-10 | BS Ingenieure AG | Anschlusselement, Einsatzteil sowie Kartusche |
EP2354343A1 (de) | 2010-02-10 | 2011-08-10 | Bossard + Staerkle AG | Kragplattenanschlusselement / Druckelemente |
CH702671A1 (de) * | 2010-02-10 | 2011-08-15 | Bosshard & Staerkle Ag | Kragplattenanschlusselement. |
WO2012071596A1 (de) * | 2010-11-30 | 2012-06-07 | Avi Alpenländische Veredelungs-Industrie | Einrichtung zum anschliessen von stahlbetonplatten an eine wand- oder deckenkonstruktion aus stahlbeton |
WO2013021069A1 (de) | 2011-08-11 | 2013-02-14 | Schöck Bauteile GmbH | Bauelement zur wärmedämmung |
DE102011109958A1 (de) | 2011-08-11 | 2013-02-14 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
DE102011109962A1 (de) | 2011-08-11 | 2013-02-14 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
EP2610410A2 (de) | 2011-12-30 | 2013-07-03 | SCHÖCK BAUTEILE GmbH | Bauelement zur Wärmedämmung |
EP2679737A2 (de) | 2012-06-29 | 2014-01-01 | SCHÖCK BAUTEILE GmbH | Bauelement zur Wärmedämmung |
EP2937481A1 (de) * | 2014-04-24 | 2015-10-28 | HALFEN GmbH | Thermisch isolierendes Bauelement |
EP3225759A1 (de) * | 2016-04-01 | 2017-10-04 | SCHÖCK BAUTEILE GmbH | Anschlussbauteil zur wärmeentkopplung von vertikal verbundenen gebäudeteilen |
CN108691366A (zh) * | 2017-04-05 | 2018-10-23 | 哈尔芬有限公司 | 起热隔离作用的结构元件 |
EP3444409A1 (de) | 2017-08-17 | 2019-02-20 | SCHÖCK BAUTEILE GmbH | Bauelement zur wärmedämmung |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102011109959A1 (de) | 2011-08-11 | 2013-02-14 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
DE102012103776A1 (de) | 2012-04-27 | 2013-10-31 | Rainer Eger | Drucklager, Bauelement und Verfahren zur Herstellung des Bauelements |
DE202012101586U1 (de) | 2012-04-27 | 2013-07-30 | Rainer Eger | Drucklager und Bauelement |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3116381A1 (de) * | 1981-04-24 | 1982-11-11 | Eberhard 7570 Baden-Baden Schöck | Waermedaemmelement fuer gebaeude mit vorkragenden wandteilen |
DE3801121A1 (de) * | 1987-02-19 | 1988-09-01 | Egco Ag | Zug- oder druckstab zur verbindung zweier betonteile |
EP0831183A2 (de) * | 1996-09-20 | 1998-03-25 | SCHÖCK BAUTEILE GmbH | Bauelement zur Wärmedämmung |
DE19711813A1 (de) * | 1997-03-21 | 1998-10-01 | Fraunhofer Ges Forschung | Thermisch isolierendes Bauelement |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3309254A1 (de) * | 1983-03-15 | 1984-10-04 | Manfred Dierichs | Druckelement in einem waermedaemmenden bauteil fuer vorkragende gebaeudeteile |
DE19627342B4 (de) * | 1996-06-29 | 2006-06-22 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
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2001
- 2001-01-23 DE DE10102931A patent/DE10102931A1/de not_active Ceased
-
2002
- 2002-01-04 AT AT02000345T patent/ATE333011T1/de active
- 2002-01-04 EP EP02000345A patent/EP1225282B1/de not_active Expired - Lifetime
- 2002-01-04 DE DE50207459T patent/DE50207459D1/de not_active Expired - Lifetime
- 2002-01-04 EP EP05017447A patent/EP1612339B1/de not_active Expired - Lifetime
- 2002-01-04 DE DE50214558T patent/DE50214558D1/de not_active Expired - Lifetime
- 2002-01-04 AT AT05017447T patent/ATE475751T1/de active
- 2002-01-04 DK DK02000345T patent/DK1225282T3/da active
- 2002-01-04 ES ES02000345T patent/ES2267870T3/es not_active Expired - Lifetime
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
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DE3116381A1 (de) * | 1981-04-24 | 1982-11-11 | Eberhard 7570 Baden-Baden Schöck | Waermedaemmelement fuer gebaeude mit vorkragenden wandteilen |
DE3801121A1 (de) * | 1987-02-19 | 1988-09-01 | Egco Ag | Zug- oder druckstab zur verbindung zweier betonteile |
EP0831183A2 (de) * | 1996-09-20 | 1998-03-25 | SCHÖCK BAUTEILE GmbH | Bauelement zur Wärmedämmung |
DE19711813A1 (de) * | 1997-03-21 | 1998-10-01 | Fraunhofer Ges Forschung | Thermisch isolierendes Bauelement |
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WO2005106144A1 (de) * | 2004-04-28 | 2005-11-10 | Max Frank Gmbh & Co. Kg | Kragplattenanschlusselement |
JP2007534866A (ja) * | 2004-04-28 | 2007-11-29 | マックス フランク ジーエムビーエイチ アンド シーオー.ケージー | 片持板接合部材 |
AU2005238187B2 (en) * | 2004-04-28 | 2008-01-10 | Max Frank Gmbh & Co. Kg | Cantilever plate connection arrangement |
US8092113B2 (en) | 2004-04-28 | 2012-01-10 | Max Frank Gmbh & Co. Kg | Cantilever plate connection arrangement |
WO2008113347A3 (de) * | 2007-03-22 | 2009-06-04 | Bert Kolpatzik | Bauelement zur wärmedämmung |
DE102007014923A1 (de) | 2007-03-22 | 2008-09-25 | Bert Kolpatzik | Druckelement eines Bauelementes zur Wärmedämmung |
DE102007014922A1 (de) | 2007-03-22 | 2008-09-25 | Bert Kolpatzik | Druckelement eines Bauelementes zur Wärmedämmung |
WO2008113347A2 (de) * | 2007-03-22 | 2008-09-25 | Bert Kolpatzik | Bauelement zur wärmedämmung |
EP2063033A3 (de) * | 2007-11-22 | 2010-02-10 | BS Ingenieure AG | Anschlusselement, Einsatzteil sowie Kartusche |
EP2138641A2 (de) | 2008-06-24 | 2009-12-30 | SCHÖCK BAUTEILE GmbH | Bauelement zur Wärmedämmung und Dämmmaterial für Bauanwendungen |
DE102008029701A1 (de) | 2008-06-24 | 2009-12-31 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung und Dämmmaterial für Bauanwendungen |
EP2354343A1 (de) | 2010-02-10 | 2011-08-10 | Bossard + Staerkle AG | Kragplattenanschlusselement / Druckelemente |
CH702671A1 (de) * | 2010-02-10 | 2011-08-15 | Bosshard & Staerkle Ag | Kragplattenanschlusselement. |
WO2012071596A1 (de) * | 2010-11-30 | 2012-06-07 | Avi Alpenländische Veredelungs-Industrie | Einrichtung zum anschliessen von stahlbetonplatten an eine wand- oder deckenkonstruktion aus stahlbeton |
WO2013021069A1 (de) | 2011-08-11 | 2013-02-14 | Schöck Bauteile GmbH | Bauelement zur wärmedämmung |
US9382705B2 (en) | 2011-08-11 | 2016-07-05 | Schöck Bauteile GmbH | Structural element for heat-insulating purposes |
DE102011109962A1 (de) | 2011-08-11 | 2013-02-14 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
WO2013021070A1 (de) | 2011-08-11 | 2013-02-14 | Schöck Bauteile GmbH | Bauelement zur wärmedämmung |
DE102011109958A1 (de) | 2011-08-11 | 2013-02-14 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
EP3118382A1 (de) | 2011-08-11 | 2017-01-18 | SCHÖCK BAUTEILE GmbH | Bauelement zur wärmedämmung |
US9435115B2 (en) | 2011-08-11 | 2016-09-06 | Schöck Bauteile GmbH | Structural element for heat-insulating purposes |
EP2610410A2 (de) | 2011-12-30 | 2013-07-03 | SCHÖCK BAUTEILE GmbH | Bauelement zur Wärmedämmung |
DE102011122589A1 (de) | 2011-12-30 | 2013-07-04 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
DE102012012912A1 (de) | 2012-06-29 | 2014-04-10 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
EP2679737A2 (de) | 2012-06-29 | 2014-01-01 | SCHÖCK BAUTEILE GmbH | Bauelement zur Wärmedämmung |
EP2937481A1 (de) * | 2014-04-24 | 2015-10-28 | HALFEN GmbH | Thermisch isolierendes Bauelement |
EP3225759A1 (de) * | 2016-04-01 | 2017-10-04 | SCHÖCK BAUTEILE GmbH | Anschlussbauteil zur wärmeentkopplung von vertikal verbundenen gebäudeteilen |
CN108691366A (zh) * | 2017-04-05 | 2018-10-23 | 哈尔芬有限公司 | 起热隔离作用的结构元件 |
EP3444409A1 (de) | 2017-08-17 | 2019-02-20 | SCHÖCK BAUTEILE GmbH | Bauelement zur wärmedämmung |
DE102017118745A1 (de) | 2017-08-17 | 2019-04-11 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
Also Published As
Publication number | Publication date |
---|---|
EP1612339A2 (de) | 2006-01-04 |
ATE333011T1 (de) | 2006-08-15 |
ATE475751T1 (de) | 2010-08-15 |
EP1225282B1 (de) | 2006-07-12 |
EP1225282A3 (de) | 2003-06-11 |
DK1225282T3 (da) | 2006-11-13 |
DE10102931A1 (de) | 2002-07-25 |
ES2267870T3 (es) | 2007-03-16 |
DE50207459D1 (de) | 2006-08-24 |
DE50214558D1 (de) | 2010-09-09 |
EP1612339B1 (de) | 2010-07-28 |
EP1612339A3 (de) | 2008-01-23 |
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