AU1987688A - Shear connectors - Google Patents
Shear connectorsInfo
- Publication number
- AU1987688A AU1987688A AU19876/88A AU1987688A AU1987688A AU 1987688 A AU1987688 A AU 1987688A AU 19876/88 A AU19876/88 A AU 19876/88A AU 1987688 A AU1987688 A AU 1987688A AU 1987688 A AU1987688 A AU 1987688A
- Authority
- AU
- Australia
- Prior art keywords
- shear connectors
- connectors
- shear
- 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.)
- Abandoned
Links
Classifications
-
- 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
-
- 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
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB878715619A GB8715619D0 (en) | 1987-07-02 | 1987-07-02 | Shear connectors |
GB8715619 | 1987-07-02 |
Publications (1)
Publication Number | Publication Date |
---|---|
AU1987688A true AU1987688A (en) | 1989-01-30 |
Family
ID=10619994
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
AU19876/88A Abandoned AU1987688A (en) | 1987-07-02 | 1988-07-04 | Shear connectors |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0365580A1 (en) |
JP (1) | JPH03500556A (en) |
AU (1) | AU1987688A (en) |
GB (1) | GB8715619D0 (en) |
WO (1) | WO1989000223A1 (en) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ATE97183T1 (en) * | 1991-03-19 | 1993-11-15 | Tecnaria S P A | CONNECTION DOWEL WITH A FIXING BRACKET AND WITH PNEUMATICALLY INSERTED NAILS FOR CONNECTING THE CONCRETE CASTING TO AN IRON BEAM. |
DE10009993A1 (en) | 2000-03-01 | 2001-09-06 | Hilti Ag | Strip-shaped composite element for steel-concrete composite |
AU2002951787A0 (en) * | 2002-10-02 | 2002-10-17 | University Of Western Sydney | A composite beam |
AU2003903359A0 (en) * | 2003-07-01 | 2003-07-17 | Onesteel Reinforcing Pty Ltd | A reinforcing component |
WO2005019555A1 (en) * | 2003-08-26 | 2005-03-03 | University Of Western Sydney | Placement of shear connectors |
ITCS20120013A1 (en) * | 2012-03-08 | 2013-09-09 | Giuseppe Grande | MIXED FLOOR IN GREEK SHEET AND CONCRETE FOR BUILDINGS |
EP2636808A1 (en) | 2012-03-08 | 2013-09-11 | Giuseppe Grande | Composite floor element for buildings made of corrugated metal sheet and concrete |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2479476A (en) * | 1944-04-25 | 1949-08-16 | Porete Mfg Company | Composite structure embodying shear connectors |
US3177619A (en) * | 1962-06-29 | 1965-04-13 | Granite City Steel Company | Reinforced concrete slab and tension connector therefor |
US3564799A (en) * | 1968-12-31 | 1971-02-23 | Granite City Steel Co | Shear connector for deep corrugated steel formed composite structure |
DE1954684A1 (en) * | 1969-10-30 | 1971-05-06 | Siegener Ag Geisweid Eisenkons | Composite panel made of profiled sheet metal and concrete |
US4335557A (en) * | 1978-08-23 | 1982-06-22 | Verco Manufacturing, Inc. | Shear load resistant structure |
US4527372A (en) * | 1983-04-26 | 1985-07-09 | Cyclops Corporation | High performance composite floor structure |
AT390093B (en) * | 1985-08-27 | 1990-03-12 | Katzenberger Helmut | PROFILE SHEET FOR CONCRETE COMPOSITE CEILINGS |
-
1987
- 1987-07-02 GB GB878715619A patent/GB8715619D0/en active Pending
-
1988
- 1988-07-04 EP EP19880905941 patent/EP0365580A1/en not_active Withdrawn
- 1988-07-04 WO PCT/GB1988/000521 patent/WO1989000223A1/en not_active Application Discontinuation
- 1988-07-04 JP JP50553888A patent/JPH03500556A/en active Pending
- 1988-07-04 AU AU19876/88A patent/AU1987688A/en not_active Abandoned
Also Published As
Publication number | Publication date |
---|---|
WO1989000223A1 (en) | 1989-01-12 |
GB8715619D0 (en) | 1987-08-12 |
JPH03500556A (en) | 1991-02-07 |
EP0365580A1 (en) | 1990-05-02 |
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