EP1031668B1 - Bauelement zur Wärmedämmung - Google Patents
Bauelement zur Wärmedämmung Download PDFInfo
- Publication number
- EP1031668B1 EP1031668B1 EP99122823A EP99122823A EP1031668B1 EP 1031668 B1 EP1031668 B1 EP 1031668B1 EP 99122823 A EP99122823 A EP 99122823A EP 99122823 A EP99122823 A EP 99122823A EP 1031668 B1 EP1031668 B1 EP 1031668B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- building element
- element according
- transverse load
- building
- load bars
- 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
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F19/00—Other details of constructional parts for finishing work on buildings
-
- 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 device for thermal insulation between two Components, in particular between a building (A) and a projecting Outer part (B), consisting of an intermediate to be laid Insulating body having at least transverse force bars, which are transverse to the longitudinal extent of the insulating body pass through it and at least projecting from the building, where they the insulating body - starting from the Building side - cross diagonally from top to bottom.
- Such components allow projecting outer parts, in particular Balcony slabs, with the corresponding false ceiling of a building to connect, with the usual thermal bridges as far as possible be eliminated by the intermediate insulator. you put Therefore, in practice, increasingly through and are now in numerous embodiments known.
- the insulators are next the above-mentioned shear bars in general also with tension rods and pressure rods fitted so that the projecting outer part of no further Support needs. However, if the outer part is supported at its end is, can be dispensed with the tension rods. On the other hand are the Compression rods in both cases necessary to squeeze the To prevent insulating body.
- the said components to the effect be improved, that they by a more universal power distinguished.
- This object is achieved in that - based on the horizontal installation of the component - at least some of the lateral force rods during their traversal of the insulating body from the vertical plane run out, such that the emerging from the insulator body ends the transverse force rod not only vertically but also horizontally against each other are offset.
- the transverse force bars thus extend in the region of the insulating body slightly inclined to the vertical plane, and thus not only pure vertical forces, but depending on their angle of inclination relative to the vertical plane also absorb forces in the horizontal direction, parallel to the insulating body.
- Such forces transverse to the rod longitudinal direction can wind or Seismic load on the projecting outer part occur.
- Farther Investigations by the applicant have shown that especially at terminals from steel girders horizontal stabilization forces occur.
- the inventive design allows the transverse force rods a much more stable fixation of the outer part and the previous Bending stress of the reinforcing bars, which are common is a recurring Biege Cookbelast, deleted.
- the Reinforcing bars are thus subject only to a pure normal force stress, so that the cross-sectional area of the insulating body penetrating Rods can be reduced to a minimum.
- a particularly expedient development of the invention is the one transverse force bars, which are tilted according to the invention, in pairs in mirror image, ie opposite to each other to arrange. In this way, the occurring at vertical load compensate each other horizontal reaction forces, that is, the connected Components experience no resulting horizontal stress.
- Another advantageous embodiment of the invention is that Inclination of the shear bars to be chosen so that they are from the building side approach each other towards the projecting outer part. Thereby are the lateral force bars on the outside only a maximum of about 5 cm, in particular about 2 cm to about 4 cm apart, which is especially true It is advantageous if, instead of a reinforced concrete outer part, a wood or steel construction should be connected to the building, because the connection then only locally, quasi punctiform, and not areal like a concrete balcony slab.
- connection of the transverse rod ends with the mounting plate takes place preferably such that the transverse force bars obliquely on the mounting plate meet, that is, that the transverse force bars at its outer-side end do not need to be bent back to the horizontal plane.
- she can either go through the mounting plate and with her bolted or welded or the mounting plate has molded oblique stumps, with the obliquely arriving transverse force bars correspond and butt welded at the joint become.
- transverse force rods but also with a fastening device be connected in the form of an angle or in another form.
- the transition from the inclined relative to the vertical plane course of the transverse force bar in the horizontal course, at least on the building side, in many applications but also on the outside to realize is suitably carried out via a bow, in particular circular arc, where it is particularly favorable, this same bow for the Transition from the inclined relative to the horizontal plane course of the Use transverse force rod in the horizontal plane. You come by it for both inclinations with one and the same arc.
- transverse distributor bar instead of the aforementioned transverse distributor bar, with a certain Distance to the insulating body is arranged, you can also with a plate work into which the transverse force rods run. In this plate can it is in particular the above-described fastening device act.
- the component shown in Figures 1 to 3 consists of a elongated, rectangular insulating body 1, which in its upper part with a plurality of tension rods 2 and in its lower portion with the same Number of pressure bars 3 is equipped. While the tension rods 2 themselves far into the two adjoining concrete components, ie in the direction indicated by A. Buildings on the one hand and the protruding outer part indicated by B B on the other hand hineineruiten, the pressure bars 3 only relatively short projections with respect to the insulating body 1 and are for their Ends provided with anchor plates 3a.
- the insulating body 1 is equipped with a plurality of transverse force bars 4, from the building side A about the same amount of tension rods in the insulator enter, run diagonally down inside the insulator and emerge from the insulating body approximately at the level of the pressure rods 3 and in the projecting component continue to run.
- transverse force rods 4 not only this usual Offset from top to bottom, but also have one Offset with respect to the vertical plane.
- the angle at which the shear bars tilt relative to the vertical plane are in the embodiment about 20 °.
- transverse force rods are not inclined in the same direction, but that one half in one direction, the other half inclined opposite.
- transverse force bars the same Tilt grouped together
- they can also take turns consecutive.
- the latter design is recommended when the probation elements are as concentrated as possible on the outside to be around them with a common fastening device connect to.
- Such a design is shown in Figures 4 and 5.
- the insulating body 1 is cuboid and much shorter than in the case of previously written component. He is Figure 4 for clarity indicated only by a few dash-dotted lines.
- the pressure rods 3 open and the transverse force rods 4 after passing through the insulating body in a common fastening device 5, which is plate-like and on its side facing away from the insulating body 1 outside 5a a plane vertical Has contact surface for connection of the projecting outer part.
- a connection plate 9 the preferably adjustable to be mounted on the fastening device 5 can.
- the fastening device 5 is supported by adjustable stop nuts 6 from the associated pressure rods 3 from. By virtue of or turning back the nuts 6 on the push rods 3, in this area have a thread, thus can be the position as well as the adjust the angular orientation of the fastening device 5.
- the fastening device 5 could also be adjusted be connected to the tension rods 2.
- the but pull rods 2 through up to the terminal plate 9, wherein the position in the train area also by the nuts arranged on the tie rods 6 ', which of course also on the rear part of the connection plate 9 must be adjustable.
- connection plate 9 only on the tension rods 2 arranged nuts 6 'can be adjusted. Then they need to The pressure rods arranged nuts 6 no longer accessible from the outside but can be fully enclosed by the insulating body 1. Furthermore In this case, the pressure bars can also be directly, with omission the nuts 6 are welded to the fastening device 5. In both cases, the insulating body 1 to the fastening device. 5 protrude and stretch vertically from there; you get in the upper portion of the fastening device 5 automatically a gap, to turn the nuts 6 'can.
- the fastening device 5 with a horizontal Provided support surface 5c on which a mounted on the terminal plate 9 Projection 9a can be launched.
- the through holes in the connection plate 9 for to form the reinforcing bars as slots are required.
- the transverse force rods 4 are, as is apparent especially from FIG. 5, arranged in such a way that that they are from the building side to the projecting outer part approach each other. However, they are no longer at their lower ends bent back to the horizontal, but run directly diagonally on the Locking device 5 to. So that anyway a manufacturing technology and statically optimal welding connection can be generated, has the fastening device 5 two obliquely upwardly running stumps 5b, the are shaped and positioned so that they are inclined with the ends of the below running transverse force rods 4 correspond, so that the mutual Flush surfaces converge flush and are welded there can, in particular by flash butt welding. These stumps can be generated by the fastening device 5 a Drop forging is local or by being at the opposite side of the stumps is compressed, the upsetting tools act obliquely.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Insulated Conductors (AREA)
- Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)
- Thermal Insulation (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
- Figur 1
- eine Frontalansicht des erfindungsgemäßen Bauelementes,
- Figur 2
- eine Seitenansicht des Bauelementes nach Figur 1;
- Figur 3
- eine Ansicht von oben auf das Bauelement gemäß Figur 1;
- Figur 4
- eine alternative Bauform des Bauelementes in einer Schrägansicht und
- Figur 5
- eine vergrößerte Frontalansicht des auf das Bauelementes gemäß Figur 4 bei abgenommenem Isolierkörper.
Claims (14)
- Bauelement zur Wärmedämmung zwischen zwei Bauteilen, insbesondere zwischen einem Gebäude (A) und einem vorkragenden Außenteil (B), bestehend aus einem der zwischen zu verlegenden Isolierkörper (1), der zumindest Querkraftstäbe (4) aufweist, die quer zur Längserstrekkung des Isolierkörpers durch diesen hindurchlaufen und zumindest gebäudeseitig vorstehen, wobei sie den Isolierkörper ― ausgehend von der Gebäudeseite - schräg von oben nach unten durchqueren,
dadurch gekennzeichnet, daß - bezogen auf den horizontalen Einbau des Bauelementes - zumindest einige der Querkraftstäbe (4) bei ihrer Durchquerung des Isolierkörpers (1) aus der Vertikalebene herauslaufen, derart, daß die aus dem Isolierkörper (1) austretenden Enden des Querkraftstabes (4) nicht nur vertikal sonder auch horizontal gegeneinander versetzt sind. - Bauelement nach Anspruch 1,
dadurch gekennzeichnet, daß die Querkraftstäbe (4) im Isolierkörper 1 unter einem Winkel von 3 Grad bis 35 Grad, insbesondere 10 Grad bis 25 Grad, gegenüber der Vertikalebene geneigt sind. - Bauelement nach Anspruch 1,
dadurch gekennzeichnet, daß die Querkraftstäbe (4) paarweise jeweils spiegelbildlich zueinander geneigt sind. - Bauelement nach Anspruch 1,
dadurch gekennzeichnet, daß die Neigung der Querkraftstäbe (4) bezüglich der Vertikalebene so gewählt ist, daß sie sich von der Gebäudeseite (A) zum vorkragenden Außenteil (B) einander annähern. - Bauelement nach Anspruch 1,
dadurch gekennzeichnet, daß der Abstand einander zugeordneter Querkraftstäbe (4) außenteilseitig maximal etwa 5 cm, insbesondere, 2 cm bis 4 cm, beträgt. - Bauelement nach Anspruch 1,
dadurch gekennzeichnet, daß die außenteilseitigen Enden zumindest eines Paares von Querkraftsäben (4) und gegebenenfalls benachbarte Enden von Druckstäben (3) sowie gegebenenfalls benachbarte Enden von Zugstäben (2) eine gemeinsame Befestigungsvorrichtung (5) tragen. - Bauelement nach Anspruch 6,
dadurch gekennzeichnet, daß die Befestigungsvorrichtung (5) als Platte mit vertikaler Außenseite (5a) ausgebildet ist. - Bauelement nach Anspruch 6,
dadurch gekennzeichnet, daß die Befestigungsvorrichtung (5) angeformte Stümpfe (5b) aufweist, die mit den von oben auftreffenden Querkraftsäben (4) korrespondieren. - Bauelement nach Anspruch 6,
dadurch gekennzeichnet, daß an der Befestigungsvorrichtung (5) und/oder einem Anschlußelement (9) des vorkragenden Bauteiles Vorsprünge (9a) und/oder Ausnehmungen angeordnet sind, über die sich das Anschlußelement (9) in Vertikalrichtung an der Befestigungsvorrichtung (5) abstützt. - Bauelement nach Anspruch 6,
dadurch gekennzeichnet, daß die Befestigungsvorrichtung (5) verstellbar an ihren Druckstäben (3) gelagert ist. - Bauelement nach Anspruch 1,
dadurch gekennzeichnet, daß der Übergang von dem gegenüber der Vertikalebene geneigten Verlauf des Querkraftstäbe (4) in den horizontalen Verlauf jeweils über einen Bogen, insbesondere einen Kreisbogen erfolgt. - Bauelement nach Anspruch 11,
dadurch gekennzeichnet, daß der Übergang von dem gegenüber der Horizontalebene geneigten Verlauf des Querkraftstabes (4) in die Horizontalebene über den gleichen Bogen folgt. - Bauelement nach Anspruch 11 oder 12,
dadurch gekennzeichnet, daß die bogenförmigen Übergänge jeweils außerhalb des Isolierkörpers (1) liegen. - Bauelement nach Anspruch 1,
dadurch gekennzeichnet, daß die überstehenden Enden der Querkraftstäbe (4) mit zumindest einem parallel und beabstandet zum Isolierkörper (1) verlaufenden Querverteilerstab (10) in Wirkverbindung stehen.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29903589U | 1999-02-26 | ||
DE29903589U DE29903589U1 (de) | 1999-02-26 | 1999-02-26 | Bauelement zur Wärmedämmung |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1031668A2 EP1031668A2 (de) | 2000-08-30 |
EP1031668A3 EP1031668A3 (de) | 2002-09-11 |
EP1031668B1 true EP1031668B1 (de) | 2004-05-12 |
Family
ID=8070079
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99122823A Expired - Lifetime EP1031668B1 (de) | 1999-02-26 | 1999-11-17 | Bauelement zur Wärmedämmung |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1031668B1 (de) |
AT (1) | ATE266779T1 (de) |
DE (2) | DE29903589U1 (de) |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1647643A1 (de) * | 2004-10-12 | 2006-04-19 | HALFEN GmbH & CO. Kommanditgesellschaft | Bewehreinrichtung zur Verbindung zweier Bauteile |
DE102006011336A1 (de) * | 2006-03-09 | 2007-09-13 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
DE102007014927A1 (de) * | 2007-03-22 | 2008-09-25 | Bert Kolpatzik | Bauelementsystem zur Wärmedämmung |
DE102007014925A1 (de) * | 2007-03-22 | 2008-09-25 | Bert Kolpatzik | Bauelementsystem zur Wärmedämmung |
DE102007014926A1 (de) * | 2007-03-22 | 2008-09-25 | Bert Kolpatzik | Elementierung eines Bauelementsystems zur Wärmedämmung |
CH699781B1 (de) * | 2008-10-23 | 2013-11-15 | Basys Ag | Anschlusselement für Gebäudeverbindungen. |
CA3127619C (en) | 2019-01-28 | 2024-05-28 | Sargent Manufacturing Company | Universal dogging and electronic latch retraction |
DE102019116683A1 (de) * | 2019-06-19 | 2020-12-24 | Schöck Bauteile GmbH | Bauelement zum einbau in trennfugen von gebäuden |
FR3120640B1 (fr) * | 2021-03-11 | 2023-11-03 | Josselin Guicherd | Système de chaînage avec rupteur thermique |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4302683A1 (de) * | 1993-02-01 | 1994-08-04 | Schoeck Bauteile Gmbh | Bauelement zur Wärmedämmung bei Gebäuden |
DE19508292A1 (de) * | 1995-03-09 | 1996-09-12 | Rolf Hirn | Bauelement zur Wärmedämmung von Gebäuden |
DE19528130B4 (de) | 1995-06-24 | 2005-07-21 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
DE29707378U1 (de) | 1997-04-24 | 1997-06-26 | Halfen GmbH & Co. KG, 40764 Langenfeld | Thermisch isolierendes Bauelement |
-
1999
- 1999-02-26 DE DE29903589U patent/DE29903589U1/de not_active Expired - Lifetime
- 1999-11-17 DE DE59909468T patent/DE59909468D1/de not_active Expired - Lifetime
- 1999-11-17 EP EP99122823A patent/EP1031668B1/de not_active Expired - Lifetime
- 1999-11-17 AT AT99122823T patent/ATE266779T1/de active
Also Published As
Publication number | Publication date |
---|---|
EP1031668A3 (de) | 2002-09-11 |
ATE266779T1 (de) | 2004-05-15 |
DE59909468D1 (de) | 2004-06-17 |
DE29903589U1 (de) | 1999-05-20 |
EP1031668A2 (de) | 2000-08-30 |
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