EP0826846A2 - Dispositif de reprise conjointe des efforts de traction et de compression - Google Patents
Dispositif de reprise conjointe des efforts de traction et de compression Download PDFInfo
- Publication number
- EP0826846A2 EP0826846A2 EP97114442A EP97114442A EP0826846A2 EP 0826846 A2 EP0826846 A2 EP 0826846A2 EP 97114442 A EP97114442 A EP 97114442A EP 97114442 A EP97114442 A EP 97114442A EP 0826846 A2 EP0826846 A2 EP 0826846A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- force
- pressure plate
- pressure
- plate
- forces
- 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
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs
-
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
Definitions
- the invention relates to a device for the joint recording of pressure and Shear forces in the event that a construction is either interrupted by a joint over which the internal forces have to be transmitted or that they are a construction made of other building materials can be connected to transmit power must or in other comparable circumstances.
- the present invention provides that with a corresponding designed device the two force components mentioned pressure and lateral force be picked up by a single element and forwarded immediately.
- it is particularly advantageous for steel and prestressed concrete structures Absorb transverse forces together with the compressive force acting in the cross section below, because then the shear force also puts pressure on the concrete. Concrete is known to be very good at compressive forces, but only very limited tensile forces take up without reinforcement.
- the supporting elements, the shear force Guide over the joint favorably stressed on train.
- the presentation of the examples listed is based on application examples cantilevered balcony structures, the internal sizes of which over insulation joints are leading.
- the invention can be used analogously if on the drawing a wooden or steel structure connects to the right. It can continue be used for the connection of a structure made of wood or other Materials on a concrete structure or for power transmission between Steel and wood components.
- Figure 1 shows an example of the connection of a cantilever reinforced concrete balcony slab 1 to a reinforced concrete structure continued within the insulation joint 2.
- the bending tensile forces are on the upper edge of the plate with the inexpensive construction 3 passed over the insulation joint.
- an oblique pressure plate is the horizontal bending pressure forces and the vertical shear forces are absorbed.
- the horizontal force components with a pressure-resistant element 5 over the insulation joint a horribly inclined pressure plate.
- the two pressure plates are roof-shaped inclined towards each other.
- the vertical force components are made up of two on the first pressure plate attacking diagonals 6 and recorded on the other side of the insulation joint, here on the right, led into the concrete at the top.
- Figures 2 and 3 show an embodiment with a strongly profiled, here toothed Pressure plate 7 on the force introduction side.
- the strongly profiled pressure plate 7 according to Figures 2 and 3
- force components are horizontal, arranged in pairs Round rods 8 shown.
- Diagonal round rods 9 arranged in pairs are provided.
- they are load-bearing elements as desired with each other and with the different Variants of the printing plates can be combined.
- FIG. 5 shows the connection as a freely projecting example Steel beam 13 using the device according to the invention to one within the Insulation joint 14 adjoining reinforced concrete construction 15.
- the bending tensile forces are in the upper area of the steel beams via a screw connection 16 into the tension rods 17 passed, which are anchored in the concrete with a suitable construction 18.
- the plate 19 forming a device according to the invention at the same time the bending pressure forces acting horizontally in the lower steel flange 20 and the in the web 21 vertically acting transverse forces.
- the steel girder receives expediently a connecting plate 22 which is aligned parallel to the plate 19 is.
- the plate 19 is arranged through the connecting plate 22 through the mandrel 23 will.
- the horizontal force components are combined with a horizontal, pressure-resistant element 24 passed over the insulation joint.
- the vertical force components are taken up by the diagonals 25 and to the right of the insulation joint above passed into the concrete.
- Tension rods are welded.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
- Drying Of Solid Materials (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Bridges Or Land Bridges (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29615018U | 1996-08-29 | ||
DE29615018U DE29615018U1 (de) | 1996-08-29 | 1996-08-29 | Vorrichtung zur gemeinsamen Aufnahme von Druck- und Querkräften |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0826846A2 true EP0826846A2 (fr) | 1998-03-04 |
EP0826846A3 EP0826846A3 (fr) | 1999-04-21 |
EP0826846B1 EP0826846B1 (fr) | 2005-04-27 |
Family
ID=8028501
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97114442A Expired - Lifetime EP0826846B1 (fr) | 1996-08-29 | 1997-08-21 | Dispositif de reprise conjointe des efforts de traction et de compression |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0826846B1 (fr) |
AT (1) | ATE294297T1 (fr) |
DE (2) | DE29615018U1 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1600569A2 (fr) * | 2004-04-06 | 2005-11-30 | Schöck Bauteile GmbH | Elément de construction pour isolation thermique |
US8509967B2 (en) | 2008-08-29 | 2013-08-13 | Thales | System and method for calculating flight predictions by vertical sections |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19640652A1 (de) * | 1996-10-02 | 1998-04-09 | Schoeck Bauteile Gmbh | Bauelement zur Wärmedämmung |
DE19804038A1 (de) * | 1998-02-03 | 1999-08-05 | Schoeck Bauteile Gmbh | Bauelement zur Wärmedämmung |
EP1887155B1 (fr) * | 2006-08-08 | 2008-10-08 | HALFEN GmbH | Elément d'isolation thermique |
FR3031528B1 (fr) * | 2015-01-08 | 2017-01-13 | Keizh | Module formant rupteur de pont thermique pour batiments isoles par l'exterieur |
FR3031529B1 (fr) * | 2015-01-08 | 2017-01-13 | Keizh | Module formant rupteur de pont thermique ponctuel pour batiments isoles par l'exterieur |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3403240A1 (de) * | 1984-01-31 | 1985-08-01 | Friedhelm 4400 Münster Quinting | Fertigbauelement fuer die herstellung von auskragenden und aussen liegenden betonteilen |
DE3634568A1 (de) * | 1986-01-20 | 1987-07-23 | Dennert Kg Veit | Spannelement zur verbindung von betonfertigteilen |
DE3700295A1 (de) * | 1987-01-07 | 1988-07-21 | Schoeck Bauteile Gmbh | Bauelement zur isolierung bei gebaeuden |
DE3722584A1 (de) * | 1987-07-08 | 1989-01-19 | Schoeck Bauteile Gmbh | Waermedaemmendes bauteil |
DE9001016U1 (de) * | 1990-01-30 | 1990-04-26 | M. Meisinger Kg, 8890 Aichach | Anschlußelement für eine Betonkragplatte |
DE3842951A1 (de) * | 1988-12-21 | 1990-06-28 | Hans Sattlberger | Anschlusskonstruktion fuer an gebaeuden auskragende anbauten, insbesondere balkone |
-
1996
- 1996-08-29 DE DE29615018U patent/DE29615018U1/de not_active Expired - Lifetime
-
1997
- 1997-08-21 AT AT97114442T patent/ATE294297T1/de not_active IP Right Cessation
- 1997-08-21 EP EP97114442A patent/EP0826846B1/fr not_active Expired - Lifetime
- 1997-08-21 DE DE59710945T patent/DE59710945D1/de not_active Expired - Fee Related
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3403240A1 (de) * | 1984-01-31 | 1985-08-01 | Friedhelm 4400 Münster Quinting | Fertigbauelement fuer die herstellung von auskragenden und aussen liegenden betonteilen |
DE3634568A1 (de) * | 1986-01-20 | 1987-07-23 | Dennert Kg Veit | Spannelement zur verbindung von betonfertigteilen |
DE3700295A1 (de) * | 1987-01-07 | 1988-07-21 | Schoeck Bauteile Gmbh | Bauelement zur isolierung bei gebaeuden |
DE3722584A1 (de) * | 1987-07-08 | 1989-01-19 | Schoeck Bauteile Gmbh | Waermedaemmendes bauteil |
DE3842951A1 (de) * | 1988-12-21 | 1990-06-28 | Hans Sattlberger | Anschlusskonstruktion fuer an gebaeuden auskragende anbauten, insbesondere balkone |
DE9001016U1 (de) * | 1990-01-30 | 1990-04-26 | M. Meisinger Kg, 8890 Aichach | Anschlußelement für eine Betonkragplatte |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1600569A2 (fr) * | 2004-04-06 | 2005-11-30 | Schöck Bauteile GmbH | Elément de construction pour isolation thermique |
EP1600569A3 (fr) * | 2004-04-06 | 2006-03-22 | Schöck Bauteile GmbH | Elément de construction pour isolation thermique |
US8509967B2 (en) | 2008-08-29 | 2013-08-13 | Thales | System and method for calculating flight predictions by vertical sections |
Also Published As
Publication number | Publication date |
---|---|
EP0826846B1 (fr) | 2005-04-27 |
ATE294297T1 (de) | 2005-05-15 |
DE59710945D1 (de) | 2003-12-11 |
DE29615018U1 (de) | 1996-12-05 |
EP0826846A3 (fr) | 1999-04-21 |
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