CA2702575C - Composite deck system - Google Patents
Composite deck system Download PDFInfo
- Publication number
- CA2702575C CA2702575C CA2702575A CA2702575A CA2702575C CA 2702575 C CA2702575 C CA 2702575C CA 2702575 A CA2702575 A CA 2702575A CA 2702575 A CA2702575 A CA 2702575A CA 2702575 C CA2702575 C CA 2702575C
- Authority
- CA
- Canada
- Prior art keywords
- deck
- side edge
- upturned flange
- composite
- opening
- 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.)
- Active
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
- E04B5/32—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)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
COMPOSITE DECK SYSTEM
BACKGROUND OF THE INVENTION
[0001] The present invention relates to composite decks.
and are often used in the construction of floors. Composite decks are more efficient than non-composite decks because they make use of the strength of both the steel and the concrete components, resulting in lighter, more cost-effective floors.
Because composite decks are widely used in construction applications, there is a great demand that these components be both structurally sound and economical.
Thus, the functionality and durability of composite decks are of utmost significance.
Accordingly, the "co-action" or "composite action" between the metal deck and the concrete can determine the overall success of the composite deck.
SUMMARY OF THE INVENTION
These deck sections can be combined with concrete to form a composite deck.
In particular, the deck flanges can include a wide variety of openings, such as notches or perforations. These openings can act in concert with the side edges to achieve enhanced composite action between the decks and the concrete. When the concrete component is added to the deck sections, the openings can create both vertical and horizontal locking with the concrete in relation to the orientation of the decks. With improved compatibility between the decks and the concrete comes greater flexibility in the construction applications employing the composite decks.
For example, the composite deck system of the present invention can allow for longer and wider deck spans. Moreover, the strength provided by the composite deck system of the present invention can allow for other structural components, such as columns or beams, to be eliminated and/or spaced further apart. This additional flexibility, therefore, can offer different aesthetic environments.
Additionally, with fewer structural components needed, the costs and installation times of construction can be reduced.
Furthermore, the upturned flanges can act as a pillar, thereby enhancing the load carrying capacity of the composite deck system. In particular, this feature can provide restraint to the vertical component of the strain differential between the decks and the concrete under the superimposed load condition.
BRIEF DESCRIPTION OF THE DRAWINGS
In the drawings,
3A of a first embodiment of the composite deck system of the present invention;
4A of an alternative embodiment of the composite deck system of the present invention;
5A of an alternative embodiment of the composite deck system of the present invention;
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
Additional deck sections can be employed depending on the required width of the composite deck system and the dimensions of the deck sections. The decks employed can be made of metal, such as steel. If steel is used, the thickness of the steel will depend on the application of the resulting composite deck. Generally, the first deck section 16 and the second deck section 18 include longitudinally-extending, protruding ribs 50, as shown in FIG. 2. The illustration of the ribs 50 is made merely for completeness to place the deck sections into context; therefore, the shape of the ribs 50 can vary depending on structural and/or aesthetic preferences. Although alternative methods can be employed to construct the composite deck system 10 of the present invention, one method includes pouring the concrete in place after aligning and connecting the deck sections 16, 18 and securing the deck sections 16, 18 to a structure, such as load bearing element.
These openings can act in concert with the side edges to achieve enhanced composite action between the deck sections 16, 18 and concrete. Using the first embodiment as an example, when the concrete component 14 is added to the deck sections 16, 18, the openings 28, 38 can create both vertical and horizontal locking with the concrete 40 in relation to the orientation of the decks. In particular, the flanges can distribute the strain interaction in a regular and nearly continuous manner thereby minimizing the end slip phenomenon that is common to many composite deck systems. Further, when the flanges are confined within the concrete 40 thereby stiffening the deck at the point of the interaction, this feature enables the deck to resist the strain to near bearing type capacity.
Furthermore, the upturned flanges can act as a pillar, thereby enhancing the load carrying capacity of the composite deck system 10. In particular, this feature can provide restraint to the vertical component of the strain differential between the decks and the concrete 40 under the superimposed load condition.
In the first embodiment, shown in FIGS. 3A-3B, the first and second upturned flanges 26, 36, can be approximately perpendicular to the first and second side edges 24, 34 of the deck sections 16, 18. As further illustrated, the flanges 26, 36 can generally have an inverted L-shape with first and second base member 29, 39 connected to a first and second protruding rim 27, 37, respectively, and can extend longitudinally along the length of the deck sections 16, 18. The plane of the first and second rims 27, 37 is approximately parallel to the plane of the first and second side edges 24, 34. Additionally, the angle A between the first flange 26 and the first side edge 24 is about 900, and the angle B between the second flange 36 and the second side edge is about 90 . The second flange 36 can be dimensioned to overlap the first flange 26 so that the flanges are juxtaposed. When the composite deck is formed, the deck sections 16, 18 can be aligned so that the first and second flanges 26, 36 are engaged or nested.
In particular, the opening can be a notch that is roughly rectangular in shape and that is included along the edge of the flange rims 27, 37. If both the first and second flanges 26, 36 include an opening, the openings 28, 38 can be approximately the same size and be in approximately the same location, whereby when the first flange 26 and the second flange 36 are aligned, the openings 28, 38 are matched. As used herein, "matched openings" refers to openings that are of about the same shape and dimension and are positioned in about the same location along juxtaposed first and second flanges. Alternatively, there can be one opening along one or both of the first and second flange rims 27, 37, as well as one or both of the first and second base members 29, 39, or there can be a plurality of openings along one or both of the first and second flanges 26, 36, as well as one or both of the first and second base members 29, 39.
Alternatively, there can be one opening along one or both of the first and second flange rims 27, 37, as well as one or both of the first and second base members 29, 39, or there can be a plurality of openings along one or both of the first and second flanges 26, 36, as well as one or both of the first and second base members 29, 39.
Additionally, it should be understood that the deck section shown in FIG. 2 can include any of the alternative flange embodiment as described, and does not necessarily need to include a nesting flange and an overlapping flange.
Claims (19)
a first deck section having a first side wall connected to a first top surface, said first side wall including a first side edge having a first upturned flange, wherein said first upturned flange includes a first opening;
a second deck section adjacent to said first deck section having a second sidewall connected to a second top surface, said second side wall including a second side edge with a second upturned flange, wherein said second upturned flange is adjacent to said first upturned flange, and wherein said second upturned flange includes a second opening; and a concrete layer positioned on said first top surface and said second top surface and surrounding said first upturned flange and said second upturned flange, where said first and said second openings allow said concrete layer to flow between said first deck section and said second deck section through said first and said second openings so that, upon curing, said concrete layer acts in concert with said first and said second side edges to lock said first and said second deck sections together vertically and horizontally.
a first deck section having a first side wall connected to a first top surface, said first side wall including a first side edge having a first upturned flange, wherein said first upturned flange includes a first opening; and a second deck section adjacent to said first deck section having a second sidewall connected to a second top surface, said second side wall including a second side edge with a second upturned flange, wherein said second upturned flange is adjacent to said first upturned flange, and wherein said second upturned flange includes a second opening, said first and said second openings being left open to allow a concrete layer, when said concrete layer is applied to said deck component, to flow between said first deck section and said second deck section through said first and said second openings so that, upon curing, said concrete layer acts in concert with said first and said second side edges to lock said first and said second deck sections together vertically and horizontally.
a first deck section having a first side wall connected to a first top surface, said first side wall including a first side edge having a first upturned flange, wherein said first upturned flange includes a first base that is adjacent to said first side edge, and wherein said first base includes a first opening; and a second deck section adjacent to said first deck section having a second sidewall connected to a second top surface, said second side wall including a second side edge with a second upturned flange, wherein said second upturned flange is adjacent to said first upturned flange, and wherein said second upturned flange includes a second base that is about perpendicular to said second side edge, and wherein said second base includes a second opening, said first and said second openings remaining open to provide communication between said first and said second deck sections so that, when a concrete layer is applied to said deck component, said concrete layer will extend from said first and said second deck sections through said first and said second openings, and, upon curing, act in concert with said first and said second side edges to lock said first and said second deck sections together both vertically and horizontally.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/US2007/081441 WO2009051589A1 (en) | 2007-10-15 | 2007-10-15 | Composite deck system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2702575A1 CA2702575A1 (en) | 2009-04-23 |
| CA2702575C true CA2702575C (en) | 2013-04-30 |
Family
ID=40567658
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA2702575A Active CA2702575C (en) | 2007-10-15 | 2007-10-15 | Composite deck system |
Country Status (11)
| Country | Link |
|---|---|
| EP (1) | EP2231939A4 (en) |
| JP (1) | JP5230747B2 (en) |
| KR (1) | KR20100057085A (en) |
| CN (1) | CN101821463B (en) |
| AU (1) | AU2007360171A1 (en) |
| BR (1) | BRPI0722166A2 (en) |
| CA (1) | CA2702575C (en) |
| IL (1) | IL204999A (en) |
| MX (1) | MX2010004070A (en) |
| NZ (1) | NZ585315A (en) |
| WO (1) | WO2009051589A1 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2006121148A1 (en) | 2005-05-13 | 2006-11-16 | Asahi Kasei Chemicals Corporation | Absorbent composite material and method for producing same |
| KR102846055B1 (en) * | 2021-01-11 | 2025-08-13 | 심슨 스트롱-타이 컴퍼니, 인크. | Panel-type sawtooth beam assembly |
Family Cites Families (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3511011A (en) * | 1968-12-03 | 1970-05-12 | Reynolds Metals Co | Metal panel and building construction using same |
| JPS5111864Y2 (en) * | 1971-07-27 | 1976-03-31 | ||
| DE2252988A1 (en) * | 1972-10-28 | 1974-05-09 | Bernhard Dr Ing Unger | COMPOSITE PANEL MADE OF CONCRETE AND A TRAPEZOIDAL SHEET |
| DE2413645A1 (en) * | 1974-03-21 | 1975-09-25 | Bernhard Dr Ing Unger | Concrete and sheet metal combined slab - with battens protruding into concrete shaped to lock concrete and sheeting together |
| JPS54117Y2 (en) * | 1974-08-23 | 1979-01-06 | ||
| US4089145A (en) * | 1976-09-01 | 1978-05-16 | Wm. Devries & Sons, Inc. | Metal roof construction |
| US4168596A (en) * | 1977-05-06 | 1979-09-25 | The Ceco Corporation | Standing seam metal roof structure and method of assembly |
| US4106249A (en) * | 1977-06-30 | 1978-08-15 | Verco Manufacturing, Inc. | Method and apparatus for interlocking and venting a structural diaphragm |
| JPS5837255A (en) * | 1981-08-26 | 1983-03-04 | 住金鋼材工業株式会社 | Synthetic floor panel |
| JPS601809U (en) * | 1983-06-20 | 1985-01-09 | 日本鋼管ライトスチ−ル株式会社 | Deck plate for floorboards |
| DE8529882U1 (en) * | 1985-10-22 | 1986-09-18 | Schleich, Markus, 8399 Neuburg | Shaped stone made of concrete or as a brick for the production of walls and walls of all kinds |
| GB2201704B (en) * | 1987-02-26 | 1991-05-29 | Monier Ltd | Composite structures |
| US5056348A (en) * | 1989-06-01 | 1991-10-15 | Robertson-Ceco Corporation | Method of making a profiled sheet metal building unit |
| CN2097862U (en) * | 1991-08-02 | 1992-03-04 | 北京北极制冷设备联营公司 | Interlocking cold storage plates |
| JPH0827935A (en) * | 1994-07-20 | 1996-01-30 | Ueki Kokan Kk | Floor beam, and builtup floor structure of floor beam and t-type deck plate |
| CN2249782Y (en) * | 1995-04-04 | 1997-03-19 | 周国春 | Composite mineral wool boards |
| AU129089S (en) * | 1996-06-04 | 1997-01-16 | Sheet metal formwork | |
| CN1258791A (en) * | 1998-12-28 | 2000-07-05 | 邹先春 | Honeycomb mobile building |
| CN1172064C (en) * | 2002-02-07 | 2004-10-20 | 王立久 | Combined building formwork net with tie bars |
| JP4551346B2 (en) * | 2006-03-03 | 2010-09-29 | 新日本製鐵株式会社 | Folded board |
-
2007
- 2007-10-15 CA CA2702575A patent/CA2702575C/en active Active
- 2007-10-15 WO PCT/US2007/081441 patent/WO2009051589A1/en not_active Ceased
- 2007-10-15 NZ NZ585315A patent/NZ585315A/en not_active IP Right Cessation
- 2007-10-15 BR BRPI0722166-5A patent/BRPI0722166A2/en not_active Application Discontinuation
- 2007-10-15 JP JP2010529910A patent/JP5230747B2/en not_active Expired - Fee Related
- 2007-10-15 EP EP07844309.0A patent/EP2231939A4/en not_active Withdrawn
- 2007-10-15 CN CN2007801010988A patent/CN101821463B/en not_active Expired - Fee Related
- 2007-10-15 AU AU2007360171A patent/AU2007360171A1/en not_active Abandoned
- 2007-10-15 KR KR1020107008149A patent/KR20100057085A/en not_active Ceased
- 2007-10-15 MX MX2010004070A patent/MX2010004070A/en active IP Right Grant
-
2010
- 2010-04-11 IL IL204999A patent/IL204999A/en active IP Right Grant
Also Published As
| Publication number | Publication date |
|---|---|
| IL204999A (en) | 2014-06-30 |
| MX2010004070A (en) | 2010-06-23 |
| WO2009051589A1 (en) | 2009-04-23 |
| EP2231939A4 (en) | 2014-02-19 |
| KR20100057085A (en) | 2010-05-28 |
| EP2231939A1 (en) | 2010-09-29 |
| AU2007360171A1 (en) | 2009-04-23 |
| IL204999A0 (en) | 2010-11-30 |
| JP5230747B2 (en) | 2013-07-10 |
| CA2702575A1 (en) | 2009-04-23 |
| JP2011501002A (en) | 2011-01-06 |
| NZ585315A (en) | 2012-07-27 |
| CN101821463B (en) | 2011-09-21 |
| BRPI0722166A2 (en) | 2015-06-16 |
| CN101821463A (en) | 2010-09-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR101391800B1 (en) | Anchor for handling building elements, in particular a concrete panel | |
| KR102106877B1 (en) | Expansion joint | |
| US7743446B2 (en) | Composite deck system | |
| WO2010053220A1 (en) | Formed steel beam for steel-concrete composite beam and slab | |
| JP5932663B2 (en) | Suspended ceiling grid system and method for manufacturing suspended ceiling grid runner | |
| US20080222984A1 (en) | Device for equipping an expansion joint between concrete slabs | |
| WO2006069435A1 (en) | Floor system with steel joists having openings with edge formations and method | |
| CA2517749C (en) | Seam plate, for retaining roof decking membranes, having means for preventing interlocking of adjacent plates | |
| NZ585315A (en) | Composite deck system with deck components aligned ribbed sections with aligned side flanges to form composite action between deck and concrete | |
| JP2013238035A (en) | Formwork comprising multiple cylindrical materials, base concrete, and construction method of pile foundation | |
| EP1337723A1 (en) | Metal decking | |
| US5979139A (en) | Lightweight, self-supporting paneling | |
| EP3827143B1 (en) | Modular building construction | |
| TW201200692A (en) | Cold formed joist | |
| CA2671647A1 (en) | Composite panel and stud and dual slab panel and method | |
| JP4500209B2 (en) | Synthetic floor slab bridge | |
| JP2002155507A (en) | Bridge | |
| JP4146314B2 (en) | Synthetic floor slab | |
| RU2447239C2 (en) | System of composite covering | |
| JP6878830B2 (en) | Steel member manufacturing method | |
| EP0827560A1 (en) | A structural section | |
| CN110656754A (en) | Structural joint | |
| JP7606912B2 (en) | Spacers, deck plates with spacers and composite slab structures | |
| JP2023060719A (en) | Spacer and composite slab structure | |
| JP2006291459A (en) | Composite structural shaft member made of steel and concrete |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EEER | Examination request | ||
| MPN | Maintenance fee for patent paid |
Free format text: FEE DESCRIPTION TEXT: MF (PATENT, 17TH ANNIV.) - STANDARD Year of fee payment: 17 |
|
| U00 | Fee paid |
Free format text: ST27 STATUS EVENT CODE: A-4-4-U10-U00-U101 (AS PROVIDED BY THE NATIONAL OFFICE); EVENT TEXT: MAINTENANCE REQUEST RECEIVED Effective date: 20240917 |
|
| U11 | Full renewal or maintenance fee paid |
Free format text: ST27 STATUS EVENT CODE: A-4-4-U10-U11-U102 (AS PROVIDED BY THE NATIONAL OFFICE); EVENT TEXT: MAINTENANCE FEE PAYMENT DETERMINED COMPLIANT Effective date: 20240917 Free format text: ST27 STATUS EVENT CODE: A-4-4-U10-U11-U102 (AS PROVIDED BY THE NATIONAL OFFICE); EVENT TEXT: MAINTENANCE FEE PAYMENT PAID IN FULL Effective date: 20240917 |
|
| MPN | Maintenance fee for patent paid |
Free format text: FEE DESCRIPTION TEXT: MF (PATENT, 18TH ANNIV.) - STANDARD Year of fee payment: 18 |
|
| U00 | Fee paid |
Free format text: ST27 STATUS EVENT CODE: A-4-4-U10-U00-U101 (AS PROVIDED BY THE NATIONAL OFFICE); EVENT TEXT: MAINTENANCE REQUEST RECEIVED Effective date: 20251007 |
|
| U11 | Full renewal or maintenance fee paid |
Free format text: ST27 STATUS EVENT CODE: A-4-4-U10-U11-U102 (AS PROVIDED BY THE NATIONAL OFFICE); EVENT TEXT: MAINTENANCE FEE PAYMENT PAID IN FULL Effective date: 20251007 |