EP0933483B1 - Bauelement zur Wärmedämmung - Google Patents
Bauelement zur Wärmedämmung Download PDFInfo
- Publication number
- EP0933483B1 EP0933483B1 EP98123421A EP98123421A EP0933483B1 EP 0933483 B1 EP0933483 B1 EP 0933483B1 EP 98123421 A EP98123421 A EP 98123421A EP 98123421 A EP98123421 A EP 98123421A EP 0933483 B1 EP0933483 B1 EP 0933483B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- building
- transverse load
- element according
- load bar
- bar
- 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.)
- Expired - Lifetime
Links
Images
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, especially between a building and a cantilever Outer part, consisting of an insulating body to be laid between them with at least one pressure element and a shear bar, the each run through the insulating body transversely to the longitudinal extent thereof, wherein the pressure element via terminal pressure plates in There is an operative connection with both components, and the transverse force rod starting from the building side diagonally from top to bottom through the Insulator runs through and protrudes into the components on both sides.
- the present invention is based on the object, the To improve shear bars in terms of installation conditions, thereby the component for thermal insulation is even easier to install design without on the other hand reducing the Transverse forces cause transferable forces.
- This object is achieved in that the support element for mutual force-transmitting support on a section of the shear bar rests, and that the transverse force rod in the area of the cantilever Angled upwards after passing under the support element and runs in the direction of the train zone.
- the support element enables the appropriate positioning not only a backing in the bending area of the shear force of the shear force rod, but above all leads the force-transmitting connection with the transverse force rod in an advantageous manner that the force passed from the support element into the lateral force rod and then up into the Tensile zone is transmitted, causing the spalling of the concrete in the addressed Area of the highly deformed shear bar is avoided.
- transverse force rod with the support element is positively connected, that is, not just vertically, but also in a horizontal direction transverse to the direction of extension of the shear bar forces can be transmitted in the direction, whereby the advantages of the invention can be further improved.
- the support element is part of a part with two components that are operatively connected to transmit pressure force, horizontally extending through the insulating body pressure element is formed, namely in particular from one terminal to the Printing element cited printing plate, which in most applications to be arranged in the area of the bent shear bar anyway is.
- the support element can also be spaced apart arranged by the pressure element in the projecting outer part and for better Position fixation must be connected to at least two shear bars.
- the preferred direction of extension of the support element parallel to the longitudinal extent of the insulating body that is to say in the horizontal direction perpendicular to that formed by each shear bar Level.
- shear bar Pressure plate traversed in the area of its horizontal center to thereby to get a symmetrical power distribution or transmission that is free of additional horizontal transverse forces.
- the underpass not only the lower pressure plate area means, but also consist of crossing the pressure plate can be in a higher area of the pressure plate, which is the power transmission still favored.
- the pressure plate can have a recess for crossing of the transverse force rod, which either enclosed on all sides and is adapted to the cross section of the transverse force rod and so the Form-fit with the transverse force rod, or the particular after is open at the bottom, so that the vertical insertion of the pressure plate and Allow shear bar.
- the positive connection could in this case take place via a snap connection, the pressure plate then surrounds the lateral force rod on the side and on its upper side and after the insertion.
- connection points towards a material connection Connection such as a welded joint has the advantage that it is much easier to assemble with the same power transmission, which is especially important when the components for thermal insulation are finally assembled effect.
- Compression bars can consist of, for example, a deformed Flat bar with a corresponding recess for crossing the Shear force through the pressure element.
- This flat bar can at least be provided at one end with a pressure plate through at least an immediately formed approximately vertically extending bend is formed is.
- FIG. 1 shows a component according to the invention for thermal insulation 1, that between a building (to be arranged on the right in FIG. 1) and a building projecting outer part (to be arranged on the left in FIG. 1) becomes.
- a building to be arranged on the right in FIG. 1
- a building projecting outer part to be arranged on the left in FIG. 1 becomes.
- it has an extending between the two components Insulating body 2 and arranged transversely to the longitudinal extent of the insulating body Pressure elements 3, shear bars 4 and 5 tension bars.
- This Reinforcement elements protrude from the insulating body 2 and are consequently anchored in the concrete of the respective adjacent component.
- the pressure elements 3 are made a flat bar is formed which has terminal pressure plates 6 which are formed by vertical turns of the flat bar.
- the printing elements protrude slightly into the adjacent concrete components.
- FIGS. 4 to 7 An alternative embodiment is shown in FIGS. 4 to 7, in which a component 11 for thermal insulation is shown, which consists of an insulating body 12, tension rods 13, transverse force rods 14 and pressure elements 15 consists.
- a support element 16 is provided, which is not is formed from parts of the printing elements, but from a separate one Rod section which is in the horizontal direction parallel to the longitudinal extension of the Insulator runs.
- This support element 16 is in the region of its ends on two spaced apart pressure elements 15 supported while it in the area of the horizontal center on the bent area of the Shear bar 14 is. This touches the concrete of support element and shear bar for the above Advantages of the improved power transmission on the one hand and the better Bendability of the shear bar without chipping the concrete in the bent area on the other hand.
- the variant of a component 31 shown in FIGS. 12 to 15 with an insulating body 32, tension rods 33, transverse force rods 34 and one Support element 36 differs from this embodiment from Figures 4 to 7 only in that the support element is not like the rod section 16 has a cylindrical shape, but only semi-cylindrical is formed, with its rounded outer surface in the bend of two spaced-apart transverse force bars 34 rests, while the flat outer surface is oriented horizontally is and thereby a better contact surface for absorbing force from the cantilever Offers outer part on the support element.
- Support element from Figures 12 to 15 regardless of pressure elements arranged.
- FIGS. 8 to 11 there is a component 21 for thermal insulation from an insulating body 22, tension rods 23, Shear bars 24 and pressure elements 25, the two terminal Pressure plate 26 connecting pressure plates 27 acts as a support element, by being traversed by the transverse force rod 24. Since the pressure rod 26 runs exactly perpendicular to the longitudinal extension of the insulating body, must the shear force rod for this - as can best be seen from FIG. 10 - one have lateral offset, which makes it from the top Insulator coming out on one side of the pressure rod runs below, passes under it on the underside and then on the other Side up again vertically into the train zone. This extends the component assigned to the building and the insulating body extending section of the shear bar in a plane that is parallel to the plane in which the section assigned to the projecting component of the shear force runs.
- FIGS. 16 to 19 finally show an exemplary embodiment of a Component 41 for thermal insulation, in which a support element 46 applied a total of three shear bars 44 and this from one common printing plate for four printing elements 45 there. It should be noted that the support element 46 in the form of the common Pressure plate can also extend over the entire length of the component is usually 100 cm.
- the support element 46 has cutouts 48 in the lower region, through which the transverse force bars 44 with their traversing the support element Sections extend, the recesses 48 one of the Have rod diameter of the transverse force bars adapted width and hereby a positive connection between the support element and Enable shear bars.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Thermal Insulation (AREA)
- Building Environments (AREA)
- Insulated Conductors (AREA)
- Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
- Figur 1
- ein erfindungsgemäßes Bauelement zur Wärmedämmung in Seitenansicht;
- Figur 2
- das Bauelement zur Wärmedämmung in Vorderansicht;
- Figur 3
- das Bauelement in Draufsicht;
- Figur 4
- ein alternatives Ausführungsbeispiel eines Bauelementes zur Wärmedämmung in perspektivischer Seitenansicht;
- Figur 5
- das Bauelement aus Figur 4 in Seitenansicht;
- Figur 6
- das Bauelement aus Figur 4 in Vorderansicht;
- Figur 7
- das Bauelement aus Figur 4 in Draufsicht;
- Figur 8
- ein weiteres Ausführungsbeispiel eines Bauelements zur Wärmedämmung in perspektivischer Seitenansicht;
- Figur 9
- das Bauelement aus Figur 8 in Seitenansicht;
- Figur 10
- das Bauelement aus Figur 8 in Vorderansicht;
- Figur 11
- das Bauelement aus Figur 8 in Draufsicht;
- Figur 12
- ein weiteres Ausführungsbeispiel eines Bauelements zur Wärmedämmung in perspektivischer Seitenansicht;
- Figur 13
- das Bauelement aus Figur 12 in Seitenansicht;
- Figur 14
- das Bauelement aus Figur 12 in Vorderansicht;
- Figur 15
- das Bauelement aus Figur 12 in Draufsicht;
- Figur 16
- ein alternatives Ausführungsbeispiel eines Bauelementes zur Wärmedämmung in perspektivischer Seitenansicht;
- Figur 17
- das Bauelement aus Figur 16 in Seitenansicht;
- Figur 18
- das Bauelement aus Figur 16 in Vorderansicht; und
- Figur 19
- das Bauelement aus Figur 16 in Draufsicht.
Claims (14)
- Bauelement zur Wärmedämmung (1) zwischen zwei Bauteilen, insbesondere zwischen einem Gebäude und einem vorkragenden Außenteil, bestehend aus einem dazwischen zu verlegenden Isolierkörper (2) mit zumindest einem Querkraftstab (4), die jeweils quer zur Längserstreckung des Isolierkörpers durch diesen hindurchlaufen, wobei das Druckelemen (3) über endständige Druckplatten (6) in Wirkverbindung mit beiden Bauteilen steht, und wobei der Querkraftstab (4) ausgehend von der Gebäudeseite schräg von oben nach unten durch den Isolierkörper hindurchläuft und beidseits in die Bauteile vorsteht, wobei im Bereich des vorkragenden Außenteils ein Auflagerelement (6, 16, 26, 36, 46) vorgesehen ist,
dadurch gekennzeichnet, daß das Auflagerelement zur gegenseitigen kraftübertragenden Abstützung auf einem Abschnitt des Querkraftstabes (4, 14, 24, 34, 44) aufliegt, und daß der Querkraftstab im Bereich des vorkragenden Außenteils nach Unterquerung des Auflagerelementes nach oben abgewinkelt ist und in Richtung der Zugzone verläuft. - Bauelement nach Anspruch 1
dadurch gekennzeichnet, daß sich der Bereich der Abwinklung des Querkraftstabes (4, 14, 24, 34, 44) zumindest unmittelbar an den Bereich der Unterquerung des Auflagerelementes (6, 16, 26, 36, 46) anschließt und insbesondere zumindest teilweise mit diesem Unterquerungsbereich zusammenfällt. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet, daß der Querkraftstab (4, 14, 24, 34, 44) nach seiner Abwinklung vertikal und parallel zum Isolierkörper in Richtung der Zugzone verläuft. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet, daß die Abwinklung des Querkraftstabes (4, 14, 24, 34, 44) einen Biegeradius aufweist, der kleiner als etwa der zweifache Stabdurchmesser ist. - Bauelement nach zumindest Anspruch 1,
dadurch gekennzeichnet, daß der Querkraftstab (4, 14, 24, 34, 44) in der Zugzone des vorkragenden Außenteils von der Vertikalerstreckung abgewinkelt in eine Horizontalerstreckung übergeht und parallel zu einem dort angeordneten Zugstab (5, 13, 23, 33) verläuft. - Bauelement nach zumindest einem der vorstehenden Ansprüche
dadurch gekennzeichnet, daß das Auflagerelement (6, 26, 46) formschlüssig mit dem Querkraftstab (4, 24, 44) verbunden ist. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet, daß das Auflagerelement (6, 26, 46) von einem Teil eines mit beiden Bauteilen zur Druckkraftübertragung in Wirkverbindung stehenden, sich horizontal durch den Isolierkörper hindurch erstreckenden Druckelementes und insbesondere von einer endständig an das Druckelement angefügten Druckplatte gebildet ist. - Bauelement nach zumindest Anspruch 6,
dadurch gekennzeichnet, daß das Auflagerelement (6, 46) eine Aussparung (8, 48) zur Durch- bzw. Unterquerung des Querkraftstabes (4, 44) aufweist. - Bauelement nach zumindest Anspruch 6,
dadurch gekennzeichnet, daß die formschlüssige Verbindung zwischen Auflagerelement (6, 46) und Querkraftstab (4, 44) über eine Rastverbindung erfolgt. - Bauelement nach zumindest einem der Ansprüche 6, 8 oder 9,
dadurch gekennzeichnet, daß das Auflagerelement (6, 46) den Querkraftstab (4, 44) an dessen Oberseite und seitlich umgibt. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet, daß das Auflagerelement (36, 46) zumindest an zwei Querkraftstäbe (34, 44) angeschlossen ist. - Bauelement nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet, daß sich das Auflagerelement (16, 36) parallel zur Längserstreckung des Isolierkörpers (12, 32) erstreckt. - Bauelement nach zumindest Anspruch 7,
dadurch gekennzeichnet, daß das Druckelement (3, 45) aus zumindest zwei über eine gemeinsame Druckplatten (6, 46) miteinander verbundenen Druckstäben besteht. - Bauelement nach zumindest Anspruch 7,
dadurch gekennzeichnet, daß das Druckelement (3) aus einem verformten Flachstab besteht, derart daß an zumindest einem Ende des Flachstabes die Druckplatte (6) durch zumindest eine unmittelbar angeformte, etwa vertikal verlaufende Abbiegung gebildet ist.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19804038A DE19804038A1 (de) | 1998-02-03 | 1998-02-03 | Bauelement zur Wärmedämmung |
DE19804038 | 1998-02-03 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0933483A2 EP0933483A2 (de) | 1999-08-04 |
EP0933483A3 EP0933483A3 (de) | 2000-04-19 |
EP0933483B1 true EP0933483B1 (de) | 2003-04-02 |
Family
ID=7856407
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98123421A Expired - Lifetime EP0933483B1 (de) | 1998-02-03 | 1998-12-09 | Bauelement zur Wärmedämmung |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0933483B1 (de) |
AT (1) | ATE236307T1 (de) |
DE (2) | DE19804038A1 (de) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102011122589A1 (de) * | 2011-12-30 | 2013-07-04 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
DE202016103345U1 (de) | 2016-06-23 | 2016-08-01 | Max Frank Gmbh & Co. Kg | Anschlusselement für lasteinleitende Bauteile |
DE202016103344U1 (de) | 2016-06-23 | 2016-08-01 | Max Frank Gmbh & Co. Kg | Anschlusselement für lasteinleitende Bauteile |
DE202018104681U1 (de) * | 2018-08-15 | 2018-10-01 | H-Bau Technik Gmbh | Brüstungsanker |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0150664B1 (de) * | 1984-01-13 | 1988-10-19 | Pawe Ag | Kragplattenanschlusselement |
DE3542467A1 (de) * | 1985-11-30 | 1987-06-04 | Camino Handelsgesellschaft Mbh | Bausatz fuer eine stahlbeton-konsole zum abfangen eines verblendmauerwerks |
AT396151B (de) * | 1987-03-11 | 1993-06-25 | Avi Alpenlaendische Vered | Anschlusselement fuer kragplatten sowie aus mehreren anschlusselementen zusammengesetztes anschlusselement |
DE4102332C2 (de) * | 1991-01-26 | 1998-07-02 | Frank Gmbh & Co Kg Max | Balkonanschluß |
DE4302682A1 (de) * | 1993-02-01 | 1994-08-04 | Schoeck Bauteile Gmbh | Bauelement zur Wärmedämmung |
DE4302683A1 (de) * | 1993-02-01 | 1994-08-04 | Schoeck Bauteile Gmbh | Bauelement zur Wärmedämmung bei Gebäuden |
AT964U1 (de) * | 1994-10-31 | 1996-08-26 | Hako Bautechnik Ges M B H | Wärmedämmendes anschlussstück |
DE19508292A1 (de) * | 1995-03-09 | 1996-09-12 | Rolf Hirn | Bauelement zur Wärmedämmung von Gebäuden |
DE29615018U1 (de) * | 1996-08-29 | 1996-12-05 | Rojek Richard Prof Dr Ing | Vorrichtung zur gemeinsamen Aufnahme von Druck- und Querkräften |
-
1998
- 1998-02-03 DE DE19804038A patent/DE19804038A1/de not_active Withdrawn
- 1998-12-09 AT AT98123421T patent/ATE236307T1/de active
- 1998-12-09 EP EP98123421A patent/EP0933483B1/de not_active Expired - Lifetime
- 1998-12-09 DE DE59807734T patent/DE59807734D1/de not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
DE59807734D1 (de) | 2003-05-08 |
EP0933483A2 (de) | 1999-08-04 |
EP0933483A3 (de) | 2000-04-19 |
DE19804038A1 (de) | 1999-08-05 |
ATE236307T1 (de) | 2003-04-15 |
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