Patent Application
20060265993
1. Field of the Invention
The present invention relates to a floor structure, and more particularly to a floor structure having a reinforced strength.
2. Description of the Related Art
A conventional floor structure in accordance with the prior art shown in
However, it is necessary to place the bricks 54 between the mold board 52 and the intersecting reinforcing steels 56 and 58 during the grouting process, thereby causing inconvenience to the worker during the grouting process. In addition, when the intersecting reinforcing steels 56 and 58 are combined with the concrete after the grouting process, the intersecting reinforcing steels 56 and 58 is located at a mediate portion of the concrete so that the weight of the concrete is wholly supported by the intersecting reinforcing steels 56 and 58, thereby deceasing the strength of the conventional floor structure.
In accordance with the present invention, there is provided a floor structure, comprising a plurality of parallel steel frames disposed in an upright manner, and a plurality of transverse connecting reinforcing steels mounted on the steel frames.
The primary objective of the present invention is to provide a floor structure having a reinforced strength.
Another objective of the present invention is to provide a floor structure, wherein the steel frames, the transverse connecting reinforcing steels and the concrete are integrally combined with each other, and each of the steel frames has a height equal to the thickness of the concrete, thereby greatly reinforcing the strength of the whole floor structure, and thereby preventing the floor structure from being broken by the earthquake.
A further objective of the present invention is to provide a floor structure, wherein the steel frames co-operate with the transverse connecting reinforcing steels so that the steel frames are grouted directly without having to place bricks or support blocks between the mold board and the steel frames, thereby facilitating the work of the floor structure.
Further benefits and advantages of the present invention will become apparent after a careful reading of the detailed description with appropriate reference to the accompanying drawings.
Referring to the drawings and initially to
The upright reinforcing steel sections 13 are mounted between the two elongated reinforcing steels 11 by soldering. The upright reinforcing steel sections 13 are equally spaced from each other.
The oblique reinforcing steel sections 15 are mounted between the two elongated reinforcing steels 11 and between the upright reinforcing steel sections 13 by soldering. Preferably, any two adjacent oblique reinforcing steel sections 15 are located between any two adjacent upright reinforcing steel sections 13 in a symmetrical manner.
In assembly, the two elongated reinforcing steels 11 are placed in a mold. Then, the upright reinforcing steel sections 13 are mounted between the two elongated reinforcing steels 11 by soldering. Then, the oblique reinforcing steel sections 15 are mounted between the two elongated reinforcing steels 11 and between the upright reinforcing steel sections 13 by soldering, thereby forming the steel frame 10.
Thus, the two elongated reinforcing steels 1, the upright reinforcing steel sections 13 and the steel sections 15 are interconnected and interlocked with each other, so that the steel frame 10 has a reinforced strength.
Referring to
Thus, each of the steel frames 10 has a height equal to the thickness of a floor to be grouted, so that the steel frames 10 are grouted directly without having to place bricks or support blocks between the mold board 1 and the steel frames 10. In addition, the steel frames 10 and the transverse connecting reinforcing steels 20 are fixed constantly without incurring displacement during the grouting process, so that the steel frames 10 and the transverse connecting reinforcing steels 20 are encompassed by the concrete completely after the grouting process.
Accordingly, the steel frames 10, the transverse connecting reinforcing steels 20 and the concrete are integrally combined with each other, and each of the steel frames 10 has a height equal to the thickness of the concrete, thereby greatly reinforcing the strength of the whole floor structure, and thereby preventing the floor structure from being broken by the earthquake. In addition, the steel frames 10 co-operate with the transverse connecting reinforcing steels 20 so that the steel frames 10 are grouted directly without having to place bricks or support blocks between the mold board 1 and the steel frames 10, thereby facilitating the work of the floor structure.
Although the invention has been explained in relation to its preferred embodiment(s) as mentioned above, it is to be understood that many other possible modifications and variations can be made without departing from the scope of the present invention. It is, therefore, contemplated that the appended claim or claims will cover such modifications and variations that fall within the true scope of the invention.
