CA2578271A1 - Construction element for heat insulation - Google Patents
Construction element for heat insulation Download PDFInfo
- Publication number
- CA2578271A1 CA2578271A1 CA002578271A CA2578271A CA2578271A1 CA 2578271 A1 CA2578271 A1 CA 2578271A1 CA 002578271 A CA002578271 A CA 002578271A CA 2578271 A CA2578271 A CA 2578271A CA 2578271 A1 CA2578271 A1 CA 2578271A1
- Authority
- CA
- Canada
- Prior art keywords
- insulating body
- construction element
- additional
- reinforcement elements
- elements
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 58
- 238000009413 insulation Methods 0.000 title claims abstract description 30
- 230000002787 reinforcement Effects 0.000 claims abstract description 51
- 230000006835 compression Effects 0.000 claims description 8
- 238000007906 compression Methods 0.000 claims description 8
- 238000004513 sizing Methods 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Insulated Conductors (AREA)
- Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)
Abstract
A construction element for heat insulation between a ceiling and a balcony is provided, which includes an insulating body and reinforcement elements crossing the insulating body that are connected to both construction parts. Here, horizontally adjacent to the insulating body, at least one additional insulating body is arranged, with an additional tensile reinforcement element being provided in a lower half thereof for earthquake stress, protruding in the horizontal direction in reference to the insulating body.
Description
TRANSLATION OF GERMAN APPLICATION 10 2006 011 386.5-25 CONSTRUCTION ELEMENT FOR HEAT INSULATION
Description The present invention relates to a construction element for heat insulation between two building parts, in particular between a ceiling or wall and a construction part protruding from said building, such as a balcony, at least comprising an insulating body and reinforcement elements crossing said insulating body and connected to each of the two construction parts, with tensile reinforcement elements being provided as reinforcement elements, at least arranged in an upper area and protruding particularly horizontally in reference to the insulating body and compression elements being provided arranged in the lower area of this insulating body.
In certain regions, construction elements for heat insulation are subject to strict regulations with regard to earthquake safety; here, the sufficiently known construction elements for heat insulation must be able to absorb additional dynamic stress, which requirement previously has been largely neglected and/or was not focused on. For example, if the construction element for heat insulation serves to support protruding balcony plates and is designed such that it can support its own weight and can absorb forces and momentums affecting the balcony plate from the outside, now forces and momentums acting in the opposite direction are added, for example such that the construction parts adjacent to the construction element are accelerated to a different degree by the vibrations of an earthquake and can be pulled apart, for example; or the protruding construction part is subjected to a force or momentum component acting vertically upward against the effective direction of the weight as a result of a tipping motion, which conventionally used compression rods in the lower insulating area and tensile rods in the upper insulating area cannot withstand alone.
-I-Although it would be possible in an easy manner to drastically increase the number of reinforcement elements in the construction element for heat insulation and to arrange them at different positions so that each position affected by a force or momentum is provided with an appropriate reinforcement element; however, this would not only drastically increase the material expenses of such a construction element but also the heat insulation features would considerably worsen by the respectively enlarged cross-sectional area of the reinforcement elements extending between the two adjacent construction parts.
Therefore, the present invention is based on the object of providing a construction element for heat insulation of the type mentioned at the outset, whieh allows a targeted and only partially implemented increase of the number of reinforcement elements using conventional parts, and thus to avoid, on the one hand, a static and dynamic oversizing of the reinforcement elements and, on the other hand, an enlargement of the cross-sectional area of the reinforcement elements extending between the two adjacent construction parts compromising the heat insulation features.
The objective is attained according to the invention in that horizontally adjacent to the insulating body at least one additional insulating body is arranged, aligned therewith, that the additional insulating body in the area of its lower half is provided with additional tensile reinforcement elements for earthquake stress, which protrude in the horizontal direction in reference to the insulating body. By combining a conventional construction element for heat insulation with another insulating body equipped for earthquake stress, which is merely provided with additional tensile reinforcement elements in the lower part of the insulating body, the following advantages develop, in particular: the conventional construction elements for heat insulation are used, as in the past, to compensate for the normal static and dynamic stress; therefore, the additional insulating bodies, aligned adjacent therewith, have no influence on the size and composition of conventional construction elements for heat insulation, which facilitates the planning, sizing, and implementation of the combined construction element for heat insulation.
The aligned adjacent additional insulating body only needs the additional tensile reinforcement elements mentioned in order to allow the compensation of tensile forces developing during earthquakes in the lower area of the insulating body, which can not be compensated and/or transferred by the compression elements and lateral reinforcement rods conventionally present in this plane.
Advantageously, the tensile reinforcement elements arranged in the conventional insulating body also act in case of an earthquake for transferring forces into the area of the upper half of the insulating body and/or for transferring lateral forces. Thus, except for the additional tensile force elements the additional insulating body needs no additional other reinforcement elements. Thus, it is apparent that the attached additional insulating body with the additional tensile reinforcement elements alone cannot provide and/or ensure sufficient function, neither for earthquake stress nor for normal stress, and that only together with the adjacent conventional construction, elements for heat insulation can it fnlfill its assigned tasks.
With regard to the additional tensile reinforcement element, it is usefully embodied in a rod-shaped manner known per se and protrudes beyond the additional insulating body in order to extend far into the adjacent construction parts and be appropriately well anchored in them.
The additional tensile elements may furtherm,ore be provided, at least at the face end, with a plate-shaped force transfer profile, which extends particularly in a generally vertical plane parallel to the plane of the insulating body. This way, the necessary force introduction area is considerably shortened, which for example is advantageous when additional constructive parts, such as supports etc. are provided in the mounting area of the additional tensile reinforcement elements, into which the additional tensile reinforcement elements may not extend.
Description The present invention relates to a construction element for heat insulation between two building parts, in particular between a ceiling or wall and a construction part protruding from said building, such as a balcony, at least comprising an insulating body and reinforcement elements crossing said insulating body and connected to each of the two construction parts, with tensile reinforcement elements being provided as reinforcement elements, at least arranged in an upper area and protruding particularly horizontally in reference to the insulating body and compression elements being provided arranged in the lower area of this insulating body.
In certain regions, construction elements for heat insulation are subject to strict regulations with regard to earthquake safety; here, the sufficiently known construction elements for heat insulation must be able to absorb additional dynamic stress, which requirement previously has been largely neglected and/or was not focused on. For example, if the construction element for heat insulation serves to support protruding balcony plates and is designed such that it can support its own weight and can absorb forces and momentums affecting the balcony plate from the outside, now forces and momentums acting in the opposite direction are added, for example such that the construction parts adjacent to the construction element are accelerated to a different degree by the vibrations of an earthquake and can be pulled apart, for example; or the protruding construction part is subjected to a force or momentum component acting vertically upward against the effective direction of the weight as a result of a tipping motion, which conventionally used compression rods in the lower insulating area and tensile rods in the upper insulating area cannot withstand alone.
-I-Although it would be possible in an easy manner to drastically increase the number of reinforcement elements in the construction element for heat insulation and to arrange them at different positions so that each position affected by a force or momentum is provided with an appropriate reinforcement element; however, this would not only drastically increase the material expenses of such a construction element but also the heat insulation features would considerably worsen by the respectively enlarged cross-sectional area of the reinforcement elements extending between the two adjacent construction parts.
Therefore, the present invention is based on the object of providing a construction element for heat insulation of the type mentioned at the outset, whieh allows a targeted and only partially implemented increase of the number of reinforcement elements using conventional parts, and thus to avoid, on the one hand, a static and dynamic oversizing of the reinforcement elements and, on the other hand, an enlargement of the cross-sectional area of the reinforcement elements extending between the two adjacent construction parts compromising the heat insulation features.
The objective is attained according to the invention in that horizontally adjacent to the insulating body at least one additional insulating body is arranged, aligned therewith, that the additional insulating body in the area of its lower half is provided with additional tensile reinforcement elements for earthquake stress, which protrude in the horizontal direction in reference to the insulating body. By combining a conventional construction element for heat insulation with another insulating body equipped for earthquake stress, which is merely provided with additional tensile reinforcement elements in the lower part of the insulating body, the following advantages develop, in particular: the conventional construction elements for heat insulation are used, as in the past, to compensate for the normal static and dynamic stress; therefore, the additional insulating bodies, aligned adjacent therewith, have no influence on the size and composition of conventional construction elements for heat insulation, which facilitates the planning, sizing, and implementation of the combined construction element for heat insulation.
The aligned adjacent additional insulating body only needs the additional tensile reinforcement elements mentioned in order to allow the compensation of tensile forces developing during earthquakes in the lower area of the insulating body, which can not be compensated and/or transferred by the compression elements and lateral reinforcement rods conventionally present in this plane.
Advantageously, the tensile reinforcement elements arranged in the conventional insulating body also act in case of an earthquake for transferring forces into the area of the upper half of the insulating body and/or for transferring lateral forces. Thus, except for the additional tensile force elements the additional insulating body needs no additional other reinforcement elements. Thus, it is apparent that the attached additional insulating body with the additional tensile reinforcement elements alone cannot provide and/or ensure sufficient function, neither for earthquake stress nor for normal stress, and that only together with the adjacent conventional construction, elements for heat insulation can it fnlfill its assigned tasks.
With regard to the additional tensile reinforcement element, it is usefully embodied in a rod-shaped manner known per se and protrudes beyond the additional insulating body in order to extend far into the adjacent construction parts and be appropriately well anchored in them.
The additional tensile elements may furtherm,ore be provided, at least at the face end, with a plate-shaped force transfer profile, which extends particularly in a generally vertical plane parallel to the plane of the insulating body. This way, the necessary force introduction area is considerably shortened, which for example is advantageous when additional constructive parts, such as supports etc. are provided in the mounting area of the additional tensile reinforcement elements, into which the additional tensile reinforcement elements may not extend.
Therefore, the additional insulating body is provided with two additional tensile reinforcement elements arranged at a horizontal distance apart from each other.
Thus, the additional insulating body is only provided with two additional tensile reinforcement elements, however, it is sufficiently sized to fulfill its intended tasks.
Horizontally adjacent to the additional insulating body, a second insulating body aligned thereto with integrated tensile and pressure reinforcement elements is arranged so that a constant row of conventional construction elements for heat insulation is only interrupted by a short section of an additional insulating body with only two additional tensile reinforcement elements, in particular.
Additional features and advantages of the present invention are discernible from the following description of an exemplary embodiment using the drawing. Shown are:
Figure 1 is a perspective side view of a construction element according to the invention for heat insulation; and Figure 2 is a schematic front view of the construction element according to the invention for heat insulation.
A construction element for heat insulation 1 according to the invention is shown in Figure 1, which comprises a combination of two conventional construction elements for heat insulation 2 with a construction element for heat insulation 3 designed for earthquake stress. The conventional construction elements 2 are provided with an insulating body 12 as well as reinforcement elements allocated to the insulating body 12, and which extend through it in a plane essentially perpendicular to its longitudinal extension, and only partially protruding in reference to the insulating body 12. In the exemplary embodiment of Figure 1, in the conventional construction elements 2, upper reinforcem.ent tensile rods 4 extending in the horizontal direction are provided as reinforcement elements, as are lower compression supports 5, ending approximately flush with the insulating body, as well as lateral reinforcement rods 6 extending diagonally from the top downwards through the insulating body and being bent outside said insulating body in a horizontal direction. These conventional reinforcement elements, as discernible in Figure 1, are arranged according to a grid, predetermained and adjusted and/or adjustable to the respective stress. The insulating body of such a construction element for heat insulation 2 is generally divided in the horizontal direction in the area of the reinforcement elements in order to facilitate the assembly and/o.r positioning ot'the reinforcement elements.
Another insulating body 14 is arranged between the two conventional construction elements for heat insulation 2, extending in the vertical plane of the adjacent insulating body 12 flush thereto and being provided with tensile reinforcement elements 15 extending only in the lower area of the insulating body for compensating for earthquake stress, which extend parallel to the tensile reinforcement rods 4 of the conventional construction elements 2 but at a lower height plane.
Figure 2 shows in a schematic front views parts of the conventional construction elements for heat insulation 2 as well as the additional insulating bodies 14 inserted therebetween having the additional tensile reinforcement elements 15, with the additional insulating body and the additional insulating elements forming the construction element for heat insulation particularly embodied for earthquake stress.
From Figure 2 it is discernible how, adjacent to this construction element for earthquake stress, the reiuforcement elements are provided in form of tensile reinforcement rods 4, lateral reinforcement rods 5, and compression elements 5.
While the compression elements 5 accept no or almost no other functions for the -5-.
particular additional eaxthquake stress, in particular the tensile reinforcement elements 4 serve to compensate the compression and lateral force components developing during earthquakes. This is limited, at least according to calculations, to the tensile reinforcement rods arranged adjacent to this construction element for earthquake stress 3.
It is easily discernible that both the calculation and sizing is very easy when the construction elements for earthquake stress are not changed in their design in reference to conventional construction elements for heat insulation and that the assembly and/or implementation of these construction elements for earthquake stress can occur very easily such that after the assembly and/or implementation of the conventional construction elements for heat insulation a construction element for earthquake stress is added.
In summary, this results in the advantage that by simple means and a minimum of material, conventional, construction elements for heat insulation can be retrofitted and/or complemented such that they are designed for earthquake stress, with the reYnforcement elements according to the invention for conventional construction elements accept functions for earthquake stress which per se were to be accepted by the construction element, but which can, at least according to calculations, easily be distributed to the adjacent reinforcement elements of the conventional construction elements.
Thus, the additional insulating body is only provided with two additional tensile reinforcement elements, however, it is sufficiently sized to fulfill its intended tasks.
Horizontally adjacent to the additional insulating body, a second insulating body aligned thereto with integrated tensile and pressure reinforcement elements is arranged so that a constant row of conventional construction elements for heat insulation is only interrupted by a short section of an additional insulating body with only two additional tensile reinforcement elements, in particular.
Additional features and advantages of the present invention are discernible from the following description of an exemplary embodiment using the drawing. Shown are:
Figure 1 is a perspective side view of a construction element according to the invention for heat insulation; and Figure 2 is a schematic front view of the construction element according to the invention for heat insulation.
A construction element for heat insulation 1 according to the invention is shown in Figure 1, which comprises a combination of two conventional construction elements for heat insulation 2 with a construction element for heat insulation 3 designed for earthquake stress. The conventional construction elements 2 are provided with an insulating body 12 as well as reinforcement elements allocated to the insulating body 12, and which extend through it in a plane essentially perpendicular to its longitudinal extension, and only partially protruding in reference to the insulating body 12. In the exemplary embodiment of Figure 1, in the conventional construction elements 2, upper reinforcem.ent tensile rods 4 extending in the horizontal direction are provided as reinforcement elements, as are lower compression supports 5, ending approximately flush with the insulating body, as well as lateral reinforcement rods 6 extending diagonally from the top downwards through the insulating body and being bent outside said insulating body in a horizontal direction. These conventional reinforcement elements, as discernible in Figure 1, are arranged according to a grid, predetermained and adjusted and/or adjustable to the respective stress. The insulating body of such a construction element for heat insulation 2 is generally divided in the horizontal direction in the area of the reinforcement elements in order to facilitate the assembly and/o.r positioning ot'the reinforcement elements.
Another insulating body 14 is arranged between the two conventional construction elements for heat insulation 2, extending in the vertical plane of the adjacent insulating body 12 flush thereto and being provided with tensile reinforcement elements 15 extending only in the lower area of the insulating body for compensating for earthquake stress, which extend parallel to the tensile reinforcement rods 4 of the conventional construction elements 2 but at a lower height plane.
Figure 2 shows in a schematic front views parts of the conventional construction elements for heat insulation 2 as well as the additional insulating bodies 14 inserted therebetween having the additional tensile reinforcement elements 15, with the additional insulating body and the additional insulating elements forming the construction element for heat insulation particularly embodied for earthquake stress.
From Figure 2 it is discernible how, adjacent to this construction element for earthquake stress, the reiuforcement elements are provided in form of tensile reinforcement rods 4, lateral reinforcement rods 5, and compression elements 5.
While the compression elements 5 accept no or almost no other functions for the -5-.
particular additional eaxthquake stress, in particular the tensile reinforcement elements 4 serve to compensate the compression and lateral force components developing during earthquakes. This is limited, at least according to calculations, to the tensile reinforcement rods arranged adjacent to this construction element for earthquake stress 3.
It is easily discernible that both the calculation and sizing is very easy when the construction elements for earthquake stress are not changed in their design in reference to conventional construction elements for heat insulation and that the assembly and/or implementation of these construction elements for earthquake stress can occur very easily such that after the assembly and/or implementation of the conventional construction elements for heat insulation a construction element for earthquake stress is added.
In summary, this results in the advantage that by simple means and a minimum of material, conventional, construction elements for heat insulation can be retrofitted and/or complemented such that they are designed for earthquake stress, with the reYnforcement elements according to the invention for conventional construction elements accept functions for earthquake stress which per se were to be accepted by the construction element, but which can, at least according to calculations, easily be distributed to the adjacent reinforcement elements of the conventional construction elements.
Claims (9)
1. A construction element for heat insulation between two building parts, in particular between a ceiling and a building part protruding from the building, such as a balcony, at least comprising an insulating body (12, 14) and reinforcement elements (4, 5, 6, 15) crossing the insulating body and connected to each of the two construction parts, with tensile reinforcement elements (4) being provided as reinforcement elements at least in the upper area of the insulating body (12) protruding particularly horizontally in reference to the insulating body and pressure elements (5) being arranged in the lower area of the insulating body, characterized in that, horizontally adjacent to the insulating body (12), at least one additional insulating body (14) is arranged aligned therewith, and that in the area of a lower half thereof the additional insulating body is provided with additional tensile reinforcement elements (15) for earthquake stress, which protrude in the horizontal direction in reference to the insulating body.
2. A construction element according to at least claim 1, characterized in that the tensile reinforcement elements (4) arranged in the insulating body (12) act to transfer compression loads in case of an earthquake.
3. A construction element according to at least one of the preceding claims, characterized in that the tensile reinforcement elements arranged in the insulating body (12) act to transfer lateral forces in case of an earthquake.
4. A construction element according to at least one of the preceding claims, characterized in that the insulating body (12) is additionally provided with lateral reinforcement rods (6) as reinforcement elements.
5. A construction element according to at least one of the preceding claims, characterized in that the additional tensile reinforcement elements (15) are embodied rod-shaped.
6. A construction element according to at least one of the preceding claims, characterized in that the additional tensile reinforcement elements, at least at a face end, are provided with a plate-shaped force introduction profile, which particularly extends in a generally vertical level parallel to the insulating body.
7. A construction element according to at least one of the preceding claims, characterized in that the pressure elements (5) arranged in the insulating body (12) extend essentially flush with the exterior sides of the insulating body (12).
8. A construction element according to at least one of the preceding claims, characterized in that the additional insulating body (14) is provided with additional tensile reinforcement elements (15) arranged side-by-side to each other and spaced apart a horizontal distance.
9. A construction element according to at least one of the preceding claims, characterized in that a second insulating body (2) is arranged horizontally adjacent to the additional insulating body (14), aligned thereto and has integrated tensile reinforcement and pressure elements (4, 5).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102006011336A DE102006011336A1 (en) | 2006-03-09 | 2006-03-09 | Thermal insulation unit for e.g. balcony, has traction force units arranged in upper region of insulating body, and compressive force units arranged in lower region of insulating body |
| DE102006011336.5 | 2006-03-09 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2578271A1 true CA2578271A1 (en) | 2007-09-09 |
| CA2578271C CA2578271C (en) | 2013-09-10 |
Family
ID=38336087
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA2578271A Active CA2578271C (en) | 2006-03-09 | 2007-02-12 | Construction element for heat insulation |
Country Status (8)
| Country | Link |
|---|---|
| US (1) | US20080010913A1 (en) |
| EP (1) | EP1832690B1 (en) |
| JP (1) | JP4621224B2 (en) |
| AT (1) | ATE414201T1 (en) |
| CA (1) | CA2578271C (en) |
| DE (2) | DE102006011336A1 (en) |
| RU (1) | RU2402659C2 (en) |
| SI (1) | SI1832690T1 (en) |
Families Citing this family (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH701351A1 (en) * | 2009-06-24 | 2010-12-31 | Stefan Schweizer | Cantilever panel. |
| PL2653625T3 (en) | 2012-04-20 | 2019-05-31 | Halfen Gmbh | Thermally insulating component |
| US10787809B2 (en) * | 2015-03-23 | 2020-09-29 | Jk Worldwide Enterprises Inc. | Thermal break for use in construction |
| DE102015109887A1 (en) * | 2015-06-19 | 2016-12-22 | Schöck Bauteile GmbH | Thermal insulation system for the vertical, load-bearing connection of concrete parts of buildings |
| BE1023959B1 (en) * | 2016-03-17 | 2017-09-22 | Plakabeton Nv | FIRE-RESISTANT CONSTRUCTION ELEMENT FOR REALIZING A CONNECTION BETWEEN THERMALLY INSULATED PARTS OF A BUILDING |
| FR3057586B1 (en) | 2016-10-14 | 2022-07-08 | Lesage Dev | METHOD FOR MANUFACTURING A BALCONY AND BALCONY OBTAINED |
| DE102016124736A1 (en) * | 2016-12-19 | 2018-06-21 | Schöck Bauteile GmbH | Component for thermal insulation |
| PL3385462T3 (en) * | 2017-04-05 | 2020-11-16 | Halfen Gmbh | Thermally insulating component |
| GB201819196D0 (en) | 2018-11-26 | 2019-01-09 | Ancon Ltd | Building element, system and method |
| EP3816840A1 (en) * | 2019-10-31 | 2021-05-05 | Schöck Bauteile GmbH | Method and device for the computer-aided selection and positioning of concrete part connection elements |
| DE202021000466U1 (en) * | 2021-02-01 | 2021-04-22 | Halfen Gmbh | Device for the subsequent thermally insulating, force-transmitting connection of a second load-bearing structural part to a first load-bearing structural part and structure with such a device |
| US20230160207A1 (en) * | 2021-11-19 | 2023-05-25 | Stella Nuva Corporation | Thermal break product and solution |
Family Cites Families (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4676035A (en) * | 1986-03-27 | 1987-06-30 | Home Crafts Corporation | Reinforced concrete panels with improved welded joint |
| CH678204A5 (en) * | 1989-03-20 | 1991-08-15 | Egco Ag | |
| AT395622B (en) * | 1989-06-05 | 1993-02-25 | Josef Fuhs | REINFORCEMENT FOR CONNECTING A BALCONY PLATE |
| JPH0713169Y2 (en) * | 1990-03-27 | 1995-03-29 | ウシオ電機株式会社 | Short arc type discharge lamp |
| DE9409322U1 (en) * | 1994-06-09 | 1995-10-12 | Dausend, Hans-Werner, 42289 Wuppertal | Cantilever panel connection element |
| DE19640652A1 (en) * | 1996-10-02 | 1998-04-09 | Schoeck Bauteile Gmbh | Component for thermal insulation |
| DE19652165C2 (en) * | 1996-12-05 | 1999-06-17 | Syspro Gruppe Betonbauteile E | Prefabricated component for a cantilevered balcony slab |
| DE59804141D1 (en) * | 1997-02-28 | 2002-06-20 | Johannes Bucher | CONNECTING ELEMENT WITH AN INSULATING BODY |
| AT408675B (en) * | 1999-02-12 | 2002-02-25 | Avi Alpenlaendische Vered | DEVICE FOR CONNECTING CANTILEVER PLATES TO A WALL OR CEILING CONSTRUCTION |
| DE29903589U1 (en) * | 1999-02-26 | 1999-05-20 | Schöck Bauteile GmbH, 76534 Baden-Baden | Component for thermal insulation |
| DE102005040170A1 (en) * | 2005-08-25 | 2007-03-01 | Schöck Bauteile GmbH | Heat and sound absorption component for arrangement between building unit and load bearing unit has fire protection components that are accommodated in casing and are arranged crossing insulator |
| JP3121654U (en) * | 2006-02-16 | 2006-05-25 | 株式会社テスク | Cantilevered balcony construction Z-bar panel and outer wall structure with balcony |
-
2006
- 2006-03-09 DE DE102006011336A patent/DE102006011336A1/en not_active Withdrawn
-
2007
- 2007-01-17 AT AT07000846T patent/ATE414201T1/en active
- 2007-01-17 EP EP07000846A patent/EP1832690B1/en active Active
- 2007-01-17 DE DE502007000227T patent/DE502007000227D1/en active Active
- 2007-01-17 SI SI200730011T patent/SI1832690T1/en unknown
- 2007-02-12 CA CA2578271A patent/CA2578271C/en active Active
- 2007-02-16 RU RU2007105819/03A patent/RU2402659C2/en not_active IP Right Cessation
- 2007-03-09 US US11/684,106 patent/US20080010913A1/en not_active Abandoned
- 2007-03-09 JP JP2007059677A patent/JP4621224B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CA2578271C (en) | 2013-09-10 |
| RU2402659C2 (en) | 2010-10-27 |
| SI1832690T1 (en) | 2009-02-28 |
| EP1832690B1 (en) | 2008-11-12 |
| EP1832690A2 (en) | 2007-09-12 |
| ATE414201T1 (en) | 2008-11-15 |
| DE102006011336A1 (en) | 2007-09-13 |
| RU2007105819A (en) | 2008-08-27 |
| US20080010913A1 (en) | 2008-01-17 |
| JP2007239450A (en) | 2007-09-20 |
| JP4621224B2 (en) | 2011-01-26 |
| EP1832690A3 (en) | 2007-11-21 |
| DE502007000227D1 (en) | 2008-12-24 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EEER | Examination request |