EP0150664B1 - Cantilever plate connecting element - Google Patents
Cantilever plate connecting element Download PDFInfo
- Publication number
- EP0150664B1 EP0150664B1 EP84810021A EP84810021A EP0150664B1 EP 0150664 B1 EP0150664 B1 EP 0150664B1 EP 84810021 A EP84810021 A EP 84810021A EP 84810021 A EP84810021 A EP 84810021A EP 0150664 B1 EP0150664 B1 EP 0150664B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- irons
- absorption
- insulating layer
- reinforcement
- connecting element
- 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
Links
- 235000000396 iron Nutrition 0.000 claims abstract description 31
- 230000002787 reinforcement Effects 0.000 claims abstract description 19
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 15
- 229910052742 iron Inorganic materials 0.000 claims abstract description 7
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 3
- 239000010935 stainless steel Substances 0.000 claims abstract description 3
- 238000010521 absorption reaction Methods 0.000 claims abstract 15
- 238000009413 insulation Methods 0.000 claims description 18
- 229920005830 Polyurethane Foam Polymers 0.000 claims description 2
- 239000011491 glass wool Substances 0.000 claims description 2
- 239000011490 mineral wool Substances 0.000 claims description 2
- 239000011496 polyurethane foam Substances 0.000 claims description 2
- 229910052500 inorganic mineral Inorganic materials 0.000 claims 1
- 235000010755 mineral Nutrition 0.000 claims 1
- -1 styropore Substances 0.000 claims 1
- 229920002994 synthetic fiber Polymers 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 description 14
- 230000005540 biological transmission Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229920006328 Styrofoam Polymers 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
- E04G21/125—Reinforcement continuity box
Definitions
- the present invention relates to a cantilever plate connection element, in which all reinforcing irons pass through an insulation layer, with reinforcing irons which serve to absorb tension and with means for absorbing pressure and reinforcing irons for transmission of thrust which run approximately diagonally to the cross section of the insulating layer, all iron parts being made of stainless steel .
- Such an element is known from DE-B-3 005 571.
- the most important part of this element is a pressure element that is built into the insulation body, while the reinforcement bars usually protrude straight out of the insulation body on both sides. While this component has advantages over the prior art known at the time, practice has shown that both the pressure element and the construction method have disadvantages, in that the pressure element is complex on the one hand and the insulation capacity of the layer is reduced on the other hand, and the construction method with the straightforward reinforcing bars causes the laying work to be cumbersome since the element is not accessible. In addition, such an element is not easy to transport and cumbersome to pack.
- a cantilever plate connecting element is known from the older European patent application 0 119 165, in which reinforcing irons are provided, which are designed as closed loops.
- this document which falls under Article 54 (3), on the one hand does not describe the use of shear bars which run diagonally to the cross section of the insulation layer, which limits the possible uses and, on the other hand, brackets are used to hold the reinforcing bars running below.
- FIG. 1 shows an outer wall 1, a ceiling 2 and an adjoining balcony slab 3.
- the ceiling or floor 2 is not cast in one piece with the floor slab 3, but rather connected to one another via a heat insulation layer 4 and reinforcing connecting iron 5 and shear reinforcing iron 6.
- a suitably dimensioned insulation layer 4 can effectively reduce or prevent heat flow from the inside of the building to the outside.
- FIG. 2 shows the reinforcing connecting irons 5 passing straight through the insulation layer 4, to which the otherwise usual reinforcing irons or reinforcing mats not shown in FIG. 1 are connected.
- the reinforcement bars 5 located above serve to absorb the tension and the reinforcement bars 5 located below serve to absorb the pressure.
- Thrust transmission irons 6 are arranged in each case between these reinforcing connecting irons in such a way that they traverse the insulation layer approximately in their diagonal, the two bending radii 7 being arranged outside the insulation layer.
- stainless or appropriately treated steel is used, which is corrosion-resistant to any moisture that may penetrate.
- Attaching an insulation layer not only has the advantage of providing effective thermal insulation or cold protection and thus eliminating the usual cold bridges, but it also has the advantage that the connection reinforcement bars can be combined into prefabricated and transportable units (Fig. 3) , wherein the reinforcing bars 5 and the ends of the thrust transmission bars 6 interconnecting cross bars 8 can serve as a handle.
- this arrangement considerably simplifies the installation of balcony floors or canopies, since the connecting irons and shear transmission irons combined in units can first be concreted into the ceiling or floor of the building and then the balcony or canopy plate can be cast on. This is possible in particular by installing the shear transmission iron.
- the irons can be U-shaped or have a closed shape.
- the surface of the insulation layer 4 with grooves 9 or tenons or ribs 10.
- the ribs or grooves can be arranged longitudinally and / or transversely.
- the insulation layer which can consist of foam, for example polyurethane foam, or styrofoam, glass or rock wool, it can be provided with a plastic cover, either wholly or in part. This is particularly important if no walls above are provided. If necessary, there is a at this point further protection of the unit from external influences is necessary.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
- Bridges Or Land Bridges (AREA)
- Road Paving Structures (AREA)
Abstract
Description
Die vorliegende Erfindung bezieht sich auf ein Kragplattenanschlusselement, worin sämtliche Armierungseisen eine Isolationsschicht durchqueren, mit Armierungseisen, die der Zugaufnahme dienen, und mit Mitteln zur Druckaufnahme sowie Armierungseisen zur Schubübertragung, die etwa diagonal zum Querschnitt der Isolationsschicht verlaufen, wobei alle Eisenteile aus rostfreiem Stahl bestehen.The present invention relates to a cantilever plate connection element, in which all reinforcing irons pass through an insulation layer, with reinforcing irons which serve to absorb tension and with means for absorbing pressure and reinforcing irons for transmission of thrust which run approximately diagonally to the cross section of the insulating layer, all iron parts being made of stainless steel .
Ein solches Element ist aus der DE-B-3 005 571 bekannt. Dieses Element enthält als wichtigsten Teil ein Druckelement, das im Isolationskörper eingebaut ist, während die Bewehrungseisen in der Regel beidseitig geradlinig aus dem Isolationskörper herausragen. Während dieses Bauelement gegenüber dem damals bekannten Stand der Technik Vorteile aufweist, ergab die Praxis, dass sowohl das Druckelement als auch die Bauweise Nachteile aufweisen, indem das Druckelement einerseits aufwendig ist und andererseits das Isolationsvermögen der Schicht herabsetzt, und die Bauweise mit den geradlinig herausragenden Bewehrungseisen bewirkt, dass die Verlegearbeiten umständlich sind, da das Element nicht begehbar ist. Zudem ist ein solches Element nicht gut transportierbar und umständlich zum Verpacken.Such an element is known from DE-B-3 005 571. The most important part of this element is a pressure element that is built into the insulation body, while the reinforcement bars usually protrude straight out of the insulation body on both sides. While this component has advantages over the prior art known at the time, practice has shown that both the pressure element and the construction method have disadvantages, in that the pressure element is complex on the one hand and the insulation capacity of the layer is reduced on the other hand, and the construction method with the straightforward reinforcing bars causes the laying work to be cumbersome since the element is not accessible. In addition, such an element is not easy to transport and cumbersome to pack.
Aus der älteren europäischen Patentanmeldung 0 119 165 ist ein Kragplattenanschlusselement bekannt, in dem Armierungseisen vorgesehen sind, die als geschlossene Schlaufen ausgebildet sind. Jedoch beschreibt dieses unter Artikel 54 (3) fallende Dokument einerseits nicht die Verwendung von diagonal zum Querschnitt der lsolationsschicht verlaufende Schubeisen, wodurch die Anwendungsmöglichkeiten beschränkt sind und andererseits werden zum Halten der unten verlaufenden Armierungseisen Bügel verwendet.A cantilever plate connecting element is known from the older European patent application 0 119 165, in which reinforcing irons are provided, which are designed as closed loops. However, this document, which falls under Article 54 (3), on the one hand does not describe the use of shear bars which run diagonally to the cross section of the insulation layer, which limits the possible uses and, on the other hand, brackets are used to hold the reinforcing bars running below.
Es ist gegenüber dem genannten Stand der Technik Aufgabe der vorliegenden Erfindung, ein Kragplattenanschlusselement anzugeben, das ein besseres Isolationsvermögen aufweist und eine wirtschaftlichere Herstellung ermöglicht sowie leichter montierbar und transportierbar ist. Ein solches Element ist im Anspruch 1 definiert. Vorteilhafte Weiterbildungen sind in den abhängigen Ansprüchen angegeben.It is an object of the present invention to provide a cantilever panel connection element which has better insulation properties and enables more economical production and is easier to assemble and transport than the prior art mentioned. Such an element is defined in
Die Erfindung wird im folgenden anhand einer Zeichnung von Ausführungsbeispielen näher erläutert werden.
- Fig. 1 zeigt im Schnitt eingebaute Armierungseisenanschlüsse,
- Fig. 2 zeigt eine Ausschnittsvergrösserung aus Fig. 1.
- Fig. 3 zeigt eine Ansicht von links der Fig. 2 und
- Fig. 4 zeigt eine Ausführungsvariante von Fig. 2.
- 1 shows a section of reinforcing iron connections installed,
- FIG. 2 shows an enlarged detail from FIG. 1.
- Fig. 3 shows a view from the left of Fig. 2 and
- FIG. 4 shows an embodiment variant from FIG. 2.
In Fig. 1 erkennt man eine Aussenmauer 1, eine Decke 2 und eine daran anschliessende Balkonplatte 3. Wie aus den Fig. 1 und insbesondere aus Fig. 2 hervorgeht, ist die Decke oder der Boden 2 nicht einstückig mit der Bodenplatte 3 gegossen, sondern über eine Wärmeisolationsschicht 4 und Armierungsanschlusseisen 5 sowie Schubarmierungseisen 6 miteinander verbunden. Durch eine geeignet dimensionierte Isolationsschicht 4 kann ein Wärmefluss vom Innern des Gebäudes nach aussen wirksam vermindert oder unterbunden werden. In Fig. 2 erkennt man die geradlinig durch die Isolationsschicht 4 hindurchtretenden Armierungsanschlusseisen 5, an die sich die in Fig. 1 nicht eingezeichneten sonst üblichen Armierungseisen oder Armierungsmatten anschliessen. Dabei dienen die oben liegenden Armierungseisen 5 der Zugaufnahme und die unten liegenden Armierungseisen 5 der Druckaufnahme. Zwischen diesen Armierungsanschlusseisen sind jeweils Schubübertragungseisen 6 derart angeordnet, dass sie die Isolationsschicht ungefähr in deren Diagonale durchqueren, wobei die beiden Biegeradien 7 ausserhalb der Isolationsschicht angeordnet sind. Für die Armierungsanschlusseisen und für die Schubübertragungseisen wird rostfreier oder entsprechend behandelter Stahl verwendet, der gegenüber eventuell eindringender Feuchtigkeit korrosionsbeständig ist.1 shows an
Das Anbringen einer Isolationsschicht hat nicht nur den Vorteil, eine wirksame Wärmedämmung bzw. Kälteschutz zu bewirken und somit die sonst üblichen Kältebrücken zu beseitigen, sondern hat auch noch den Vorteil, dass die Anschlussarmierungseisen zu vorfabrizierbaren und transportierbaren Einheiten zusammengefasst werden können (Fig. 3), wobei die die Armierungseisen 5 und die Enden der Schubübertragungseisen 6 miteinander verbindenden Querstäbe 8 als Handgriff dienen können. Diese Anordnung bewirkt neben der wirksamen Wärmedämmung eine wesentliche Vereinfachung beim Anbau von Balkonböden oder Vordächern, da zuerst die in Einheiten zusammengefassten Anschlusseisen und Schubübertragungseisen in die Decke oder Boden des Gebäudes einbetoniert werden konnen und anschliessend die Balkon- oder Vordachplatte angegossen werden kann. Dies ist insbesondere durch den Einbau der Schubübertragungseisen möglich.Attaching an insulation layer not only has the advantage of providing effective thermal insulation or cold protection and thus eliminating the usual cold bridges, but it also has the advantage that the connection reinforcement bars can be combined into prefabricated and transportable units (Fig. 3) , wherein the reinforcing
Die Eisen können, wie in Fig. 2 angedeutet, U-förmig sein oder eine geschlossene Form aufweisen. Um eine bessere Haftung zwischen Beton und Isolationsschicht zu erreichen, ist es auch möglich, die Oberfläche der Isolationsschicht 4 mit Nuten 9 oder Zapfen oder Rippen 10 zu versehen. Dabei können die Rippen bzw. Nuten längs und/oder quer angeordnet sein. Ausserdem ist es möglich, zum Schutze der Isolationsschicht, die aus Schaumstoff, beispielsweise Polyurethanschaum, oder Styropor, Glas- oder Steinwolle bestehen kann, diese mit einer Kunststoffhülle, entweder gänzlich oder teilweise, zu versehen. Dies ist insbesondere dann wichtig, falls keine darüberliegenden Wände vorgesehen werden. Gegebenenfalls ist dann an dieser Stelle ein weitergehender Schutz der Einheit von äusseren Einflüssen notwendig.As indicated in FIG. 2, the irons can be U-shaped or have a closed shape. In order to achieve better adhesion between the concrete and the insulation layer, it is also possible to provide the surface of the
Claims (5)
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP84810021A EP0150664B1 (en) | 1984-01-13 | 1984-01-13 | Cantilever plate connecting element |
DE8484810021T DE3474702D1 (en) | 1984-01-13 | 1984-01-13 | Cantilever plate connecting element |
AT84810021T ATE38069T1 (en) | 1984-01-13 | 1984-01-13 | CANTILE PLATE CONNECTION ELEMENT. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP84810021A EP0150664B1 (en) | 1984-01-13 | 1984-01-13 | Cantilever plate connecting element |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0150664A1 EP0150664A1 (en) | 1985-08-07 |
EP0150664B1 true EP0150664B1 (en) | 1988-10-19 |
Family
ID=8192993
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP84810021A Expired EP0150664B1 (en) | 1984-01-13 | 1984-01-13 | Cantilever plate connecting element |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0150664B1 (en) |
AT (1) | ATE38069T1 (en) |
DE (1) | DE3474702D1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3722584A1 (en) * | 1987-07-08 | 1989-01-19 | Schoeck Bauteile Gmbh | Heat-insulating structural part |
Families Citing this family (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE8711086U1 (en) * | 1987-08-14 | 1987-10-01 | Döllen, Heinz von, 5840 Schwerte | Formwork plank |
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 |
ATE151836T1 (en) * | 1991-02-15 | 1997-05-15 | Reto Bonomo | THERMAL INSULATING CRAFT PLATE CONNECTION ELEMENT AND USE THEREOF |
CZ67693A3 (en) * | 1992-04-23 | 1993-11-17 | Blasy Rolf | Joinable reinforcing element |
DE4302683A1 (en) * | 1993-02-01 | 1994-08-04 | Schoeck Bauteile Gmbh | Component for thermal insulation in buildings |
DE4342673A1 (en) * | 1993-12-15 | 1995-06-22 | Schoeck Bauteile Gmbh | Component for thermal insulation |
DE19519630A1 (en) * | 1995-05-29 | 1996-12-05 | Sfs Handels Holding Ag | Cantilever and / or joint element for reinforced building constructions |
EP0828903B1 (en) * | 1996-03-26 | 2001-07-18 | Sicon S.R.O. | Joint of concrete building elements |
DE19804038A1 (en) * | 1998-02-03 | 1999-08-05 | Schoeck Bauteile Gmbh | Component for thermal insulation |
FR2827620B1 (en) * | 2001-07-23 | 2004-07-02 | Knauf Snc | CONNECTION DEVICE PROVIDING, THERMALLY ISOLATED, THE CONNECTION BETWEEN AT LEAST TWO WALLS OF A CONSTRUCTION, AND METHOD FOR PRODUCING SUCH A DEVICE |
FR2838759B1 (en) * | 2002-04-19 | 2005-05-06 | Bouygues Batiment | ASSEMBLY OF A WALL AND A FLOOR SLAB AND APPLICATION TO THE CONSTRUCTION OF AN IMPROVED THERMAL INSULATION BUILDING |
ES2229885B1 (en) * | 2003-03-20 | 2005-12-16 | Antonio Maria Estudio Urgari,S.L. | SYSTEM OF CONSTRUCTION OF BALCONS OR TERRACES AND BALCONY OR TERRACE BUILT WITH THIS SYSTEM. |
CN110206134A (en) * | 2019-05-08 | 2019-09-06 | 广东博意建筑设计院有限公司 | It is a kind of for assembled sandwich type wall panel building without heat bridge prefabricated balcony |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3005571C2 (en) * | 1980-02-14 | 1982-02-18 | Schöck, Eberhard, 7570 Baden-Baden | Component for thermal insulation in buildings |
DE3116381C2 (en) * | 1981-04-24 | 1983-04-28 | Eberhard Ing. Schöck (grad.), 7570 Baden-Baden | Pressure element in a heat-insulating prefabricated component for projecting parts of the building |
-
1984
- 1984-01-13 DE DE8484810021T patent/DE3474702D1/en not_active Expired
- 1984-01-13 AT AT84810021T patent/ATE38069T1/en not_active IP Right Cessation
- 1984-01-13 EP EP84810021A patent/EP0150664B1/en not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3722584A1 (en) * | 1987-07-08 | 1989-01-19 | Schoeck Bauteile Gmbh | Heat-insulating structural part |
Also Published As
Publication number | Publication date |
---|---|
ATE38069T1 (en) | 1988-11-15 |
EP0150664A1 (en) | 1985-08-07 |
DE3474702D1 (en) | 1988-11-24 |
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