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
Links
- 239000002131 composite material Substances 0.000 title 1
- 239000011150 reinforced concrete Substances 0.000 title 1
- 230000000694 effects Effects 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 abstract 1
- 238000010008 shearing Methods 0.000 abstract 1
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)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (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>
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)
| 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 |
| FI20070384A7 (en) * | 2007-05-16 | 2008-11-17 | Rautaruukki Oyj | 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)
| 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 |
-
1985
- 1985-09-17 AT AT85111721T patent/ATE59685T1/en active
- 1985-09-17 EP EP85111721A patent/EP0215148B1/en not_active Expired - Lifetime
- 1985-09-17 DE DE8585111721T patent/DE3581080D1/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| DE3581080D1 (en) | 1991-02-07 |
| EP0215148B1 (en) | 1991-01-02 |
| EP0215148A1 (en) | 1987-03-25 |
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