ATE59685T1 - JOINTS FOR REINFORCED CONCRETE COMPOSITE STRUCTURES. - Google Patents

JOINTS FOR REINFORCED CONCRETE COMPOSITE STRUCTURES.

Info

Publication number
ATE59685T1
ATE59685T1 AT85111721T AT85111721T ATE59685T1 AT E59685 T1 ATE59685 T1 AT E59685T1 AT 85111721 T AT85111721 T AT 85111721T AT 85111721 T AT85111721 T AT 85111721T AT E59685 T1 ATE59685 T1 AT E59685T1
Authority
AT
Austria
Prior art keywords
concrete
girder
holes
slab
joints
Prior art date
Application number
AT85111721T
Other languages
German (de)
Inventor
Wolfhart Dr-Ing Andrae
Original Assignee
Wolfhart Andrae
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
Application filed by Wolfhart Andrae filed Critical Wolfhart Andrae
Application granted granted Critical
Publication of ATE59685T1 publication Critical patent/ATE59685T1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • E04C3/294—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete of concrete combined with a girder-like structure extending laterally outside the element
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/29—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Laminated Bodies (AREA)

Abstract

The sectional bars (2) are welded to the girder chord (1) in the longitudinal direction and engage into the concrete of the slab (6). The parts of the sectional bars (2) generally projecting at right angles from the girder chord (1) are provided with continuous holes (3) at narrow intervals. The concrete passing through the holes (3) in a dowel-like manner makes two-shear shear connections between the concrete slab (6) and sectional bar (2), via which shearing forces can be transmitted in any direction in the girder plane. This prevents the concrete slab from being lifted off, so that, in principle, no special loops or dowels are needed for the tension-resistant connection between the girder chord (2) and concrete slab (6). The effect of the horizontal concrete dowels can be increased by means of bolts and/or reinforcing bars (5) which are inserted through the holes (3). <IMAGE>
AT85111721T 1985-09-17 1985-09-17 JOINTS FOR REINFORCED CONCRETE COMPOSITE STRUCTURES. ATE59685T1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP85111721A EP0215148B1 (en) 1985-09-17 1985-09-17 Connecting means for a composite concrete supporting construction

Publications (1)

Publication Number Publication Date
ATE59685T1 true ATE59685T1 (en) 1991-01-15

Family

ID=8193771

Family Applications (1)

Application Number Title Priority Date Filing Date
AT85111721T ATE59685T1 (en) 1985-09-17 1985-09-17 JOINTS FOR REINFORCED CONCRETE COMPOSITE STRUCTURES.

Country Status (3)

Country Link
EP (1) EP0215148B1 (en)
AT (1) ATE59685T1 (en)
DE (1) DE3581080D1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3909849A1 (en) * 1988-06-07 1989-12-14 Andrae Hans Peter REINFORCED CONCRETE CARRIER WITH PANEL CROSS SECTION
CA2003060A1 (en) * 1988-11-16 1990-05-16 Pierre Trouillet Process for uniting a mass of material to a functional support, and device thus made
FR2736667B1 (en) * 1995-07-13 1997-08-14 Est Centre Tech Equip DEVICE FOR CONNECTING THE CORE OF A METAL PROFILE TO CONCRETE IN A MIXED CONSTRUCTION
DE29615019U1 (en) * 1996-08-29 1996-12-05 Eisenhofer, André, Dipl.-Ing. (FH), 86150 Augsburg Device for the concentrated application of force in concrete
FI20070384A (en) * 2007-05-16 2008-11-17 Rautaruukki Oyj The composite beam structure
BR102018069922A2 (en) * 2018-09-27 2020-04-07 Prates Aguiar Otavio spiral steel component by helical reinforcement bar for composition of elements and mixed connections

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1922340A (en) * 1930-09-22 1933-08-15 Leonie S Young Concrete construction
DE821215C (en) * 1949-12-13 1951-11-15 Bergbau Und Huettenbedarf Ag F Shear protection for composite beams
US3736716A (en) * 1970-04-11 1973-06-05 Long Span Bridge Consultants I Means for reducing slippage of steel beam relative to concrete slab

Also Published As

Publication number Publication date
EP0215148B1 (en) 1991-01-02
DE3581080D1 (en) 1991-02-07
EP0215148A1 (en) 1987-03-25

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