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 PDF

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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
Application number
EP97114442A
Other languages
German (de)
English (en)
Other versions
EP0826846B1 (fr
EP0826846A3 (fr
Inventor
Richard Prof. Dr.-Ing. Rojek
André Dipl.-Ing. Eisenhofer
Wolfgang Dipl.-Ing. Schäffer
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ROJEK, RICHARD, PROF. DR.-ING. EN EISENHOFER, ANDR
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=8028501&utm_source=***_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0826846(A2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Publication of EP0826846A2 publication Critical patent/EP0826846A2/fr
Publication of EP0826846A3 publication Critical patent/EP0826846A3/fr
Application granted granted Critical
Publication of EP0826846B1 publication Critical patent/EP0826846B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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.

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  • 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)
EP97114442A 1996-08-29 1997-08-21 Dispositif de reprise conjointe des efforts de traction et de compression Expired - Lifetime EP0826846B1 (fr)

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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (6)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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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