1. Field of the Invention
The present invention is generally directed toward a concrete form assembly that is used to form poured concrete walls connected by an overhead concrete deck. More particularly, the concrete form assembly comprises a decking form section configured to engage a specially designed structure formed in the upper sidewall portion of the adjacent concrete wall form. The decking section and specially designed sidewall structure cooperate to allow efficient and accurate assembly of the decking forms.
2. Description of the Prior Art
Many present day poured concrete structures are constructed using prefabricated, reusable, interlocking form sections or panels. These panels are necessarily of relatively high strength, yet preferably are compact and lightweight. Thus, concrete form panels are advantageously constructed from aluminum, and are designed to be interconnected end-to-end as well as in opposed relationship, to present a wall form for example. Decking forms can also be used to create overhead decks of concrete that span between the wall structures. Such decks of concrete are often used as a roofs for the various building structures. When all the forms are in place, the walls and deck can be poured at the same time to form a monolithic concrete structure.
Typically, the decking forms are secured to the adjacent wall forms with nuts and bolts. The fastening of all of the nuts and bolts required to properly align or “square” the form panels can be a highly time consuming process. Likewise, all of the nuts and bolts must be disassembled once the pour is completed thereby leading to yet further commitments of time and labor to the project. Therefore, a need exists for a more efficient manner of securing concrete decking form sections to the adjacent wall form sections while ensuring proper alignment between the decking forms and wall forms.
In one embodiment of the present invention, there is provided a concrete decking form assembly that comprises at least one generally upright wall section, at least one decking section, and at least one fastener for securing the decking section to the wall section. The wall section generally includes a wall panel and an upper sidewall. The upper sidewall presents an upwardly protruding flange that extends along at least a portion of the length of the upper sidewall. The decking section generally comprises a decking panel and at least one outboard ledger coupled thereto. The ledger is configured to engage the protruding flange located on said wall section. The fastener, when securing decking section to the wall section, engages both the ledger and flange.
In another embodiment of the present invention, there is provided a concrete decking form assembly that comprises at least one generally upright wall section, at least one decking section, and at least one fastener for securing the decking section to the wall section. The wall section generally includes a wall panel, an upper sidewall, and a flange protruding upwardly from the sidewall and extending along at least a portion of the length thereof. The decking section generally comprises a decking panel and a ledger attached to the decking panel. The decking panel presents upper and lower surfaces and a circumscribing outboard margin. The ledger is attached proximate to the outboard margin and presents first and second ribs that extend away from the margin and are substantially perpendicular to the decking panel. The fastener comprises a wedge that engages both the flange and the first rib when securing the decking section to the wall section.
In yet another embodiment of the present invention, there is provided a concrete decking form that may be secured to an upright wall form. The decking form generally comprises a decking panel and an outboard ledger that is attached to a portion of the decking panel. The decking panel presents upper and lower surfaces and a circumscribing outer margin. The outboard ledger is attached to the decking panel proximate the outer margin and comprises first, second, and third ribs that extend downwardly from the decking panel upper surface. The first and second ribs cooperatively define a first channel formed in the ledger and the second and third ribs cooperatively define a second channel formed in the ledger.
The following description is directed toward a concrete decking form assembly in accordance with the present invention. It is to be understood, however, that these description is provided by way of illustration and nothing therein should be taken as a limitation upon the overall scope of the invention.
Turning now to
Decking section 14 generally comprises a decking panel 24 and at least one outboard ledger 26 coupled thereto. Ledger 26 presents a unique configuration and is designed to engage flange 22 when decking section 14 is fastened to wall sections 16. As shown in
Also as shown, ledger 26 is independently formed (such as by extrusion) and then coupled to decking section 14, particularly to a sidewall 37 of the decking section. Thus, rib 28 abuts sidewall 37. Ledger 26 may be welded to sidewall 37 or affixed using any other acceptable attachment means known in the art. However, it is also within the scope of the present invention for ledger 26 to be unitarily formed with all or at least a portion of decking section 14. In such an embodiment there would be no sidewall 37 and only rib 28.
Decking panel 24 generally presents an upper surface 38, a lower surface 40, and a circumscribing side margin 42. Depending upon the location of the particular decking section 14 within the overall form assembly 10, ledger 26 may be provided about decking panel 24 proximate one or more portions of circumscribing margin 42. As shown in
Decking section 14 and wall section 16 are secured together using a plurality of fastener assemblies 44. As shown in
The present invention has made the attachment of decking sections to upright wall sections a much simpler operation compared to conventional means of attachment. In the past, much attention needed to be paid to the proper alignment of the edges of the decking sections relative to the upright wall sections to which they would be secured. Particularly, if the decking sections were not properly aligned, the corner joints (i.e., the intersection of two adjacent, non-coplanar wall sections and the decking section) would not be square, potentially leading to irregularly shaped corners in the finished structure. Further, securing the decking and wall sections is traditionally accomplished using nut and bolt fasteners, a time consuming activity.
The present invention eliminates much of the potential for the misalignment of the decking sections relative to the wall sections and simplifies the assembly process. Installation of decking section 14 onto a previously erected wall section 16 begins by placing decking section 14 on top of wall section 16 so that rib 30 rests on top of upper surface 20 and is outboard of flange 22 as shown in
Next, as shown in
Finally, wedge 46 is driven up into channel 34, as shown by the arrow of
At this point, pin 50 is inserted through orifice 52 to prevent wedge 46 from slipping out of engagement with rib 28 and flange 22. As shown in
After pouring and setting of the concrete within wall forms 12 and on top of decking section 14, form assembly 10 is disassembled and made ready for reuse. To disassemble form assembly 10, pins 50 and 70 are removed and wedge 68 is shifted from an engaged position (in which it is in simultaneous contact with rib 26 and flange 22) to a disengaged position (in which it is out of contact with both rib 26 and flange 22). Next, at least one of wall sections 16 is removed by first shifting the wall section outward, away from the poured concrete wall, so as to disengage flange 22 from rib 30. The bottom end of wall section 16 is then pivoted further outward (away from the concrete wall) until the upper portion of wall section 16 clears ledger 26. The remaining wall sections are disassembled similarly. Note that beams and shore posts (not shown) may be employed to support decking section 14 during and after pouring of the concrete, particularly when pouring large deck spans. Finally, the remaining supports and decking sections 14 are disassembled. It is within the scope of the present invention to configure decking section 14 so that it could be disassembled from form assembly 10 prior to disassembly of wall sections 16. This may require making some slight modifications to decking sections 14, and possibly ledger 26, which are deemed to be within the capabilities of one of skill in the art.