This invention relates to the support of reinforced structures adapted to be used as reinforced floors, more particularly a lightweight collapsible metal form support which does not require scaffolding, molding, carpentry or heavy equipment.
Pre-cast concrete materials are common forms of construction for buildings possessing concrete flooring and support. Commonly, these materials require the set-up of expensive and labor intensive materials. Currently, it is the practice that in construction of concrete floors and supports, in multi-story buildings, wooden scaffoldings are first built to support the concrete molds which the concrete is poured into over metal bars for reinforcement. This “preconstruction” phase itself requires carpentry work to perform and complete. This practice is very labor intensive and requires the use of heavy machinery.
The proposed invention requires no scaffolding, no molding, no carpentry, and no heavy equipment.
By utilizing a collapsible metal form, the workers can bypass all of the labor and material intensive steps currently in practice. The metal form permits only two workers, placed on opposing ends of the form, to quickly set the form in place. For multi-level buildings, the form may be held in place with the positioning of three floor-jacks, one each on opposing ends of the form and one in the middle, rather that constructing a complicated concrete mold and scaffolding system.
Accordingly, besides the objects and advantages of the collapsible metal form reinforced structure described herein, several objects and advantages of the present invention are:
Still further objects and advantages will become apparent from a consideration of the ensuing description and drawing.
In accordance with the present invention a reinforced structure adapted to be used as reinforced floors for multi-story buildings having a plurality of spaced parallel T-beams structures connected with a plurality of collapsible metal forms interposed between said T-beams arching upwards and joining said beams at the opposed downward ends.
The annexed drawings show, by way of example only, an embodiment of the invention, plus variants thereof.
In the drawings, closely related figures have the same number but different alphabetic suffixes.
a shows a top view of the Collapsible Metal Form.
b shows an end view of the Collapsible Metal Form.
a shows a perspective view of the Wooden Cleat.
b shows a top view of the Wooden Cleat.
c shows an end view of the Wooden Cleat.
d shows a side view of the Wooden Cleat.
A preferred embodiment of the structure of the present invention is illustrated in
The structure comprises a T-beam 11 containing a plurality of longitudal reinforcement bars 15 which is to be laid down between two major beams of a building. Positioned between each two longitudally placed parallel T-Beams 11 is an arched shaped collapsible metal form 17 which connects the T-Beam 11 at the lower ends of the collapsible metal form 12. Once the collapsible metal form 12 is placed between the T-beams 11, a wooden cleat 17 is placed inside the collapsible metal form 12 strengthening the attachment of the collapsible metal form 12 to the T-beam 11. The collapsible metal form is arch shaped destined to support the stresses of the floor slab 14 and T-beam 11.
Placed on top of the T-Beam 11 is a series of diagonal reinforcement bars 16 forming a pyramid. Additional floor slab reinforcement bars 13 are placed on top of the diagonal reinforcement bars 16 at the position where the diagonal reinforcement bars 16 intersect forming the tip of the pyramid. Finally, the floor slab reinforcement bars 13 are positioned above the T-beams 11 in a grid like pattern.
Concrete is then poured onto the reinforced structure and left for curing. After the concrete is cured, the wooden cleats 17 are removed as well as the collapsible metal form 12.