US20060265993A1 - Floor structure having reinforced strength - Google Patents

Floor structure having reinforced strength Download PDF

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Publication number
US20060265993A1
US20060265993A1 US11/135,485 US13548505A US2006265993A1 US 20060265993 A1 US20060265993 A1 US 20060265993A1 US 13548505 A US13548505 A US 13548505A US 2006265993 A1 US2006265993 A1 US 2006265993A1
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United States
Prior art keywords
floor structure
reinforcing
steel
accordance
steels
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Abandoned
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US11/135,485
Inventor
Yung-Chang Yu
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Yung-Chang Yu
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Priority to US11/135,485 priority Critical patent/US20060265993A1/en
Publication of US20060265993A1 publication Critical patent/US20060265993A1/en
Application status is Abandoned legal-status Critical

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/065Light-weight girders, e.g. with precast parts

Abstract

A floor structure includes a plurality of parallel steel frames disposed in an upright manner, a plurality of transverse connecting reinforcing steels mounted on the steel frames, and a plurality of wires wound around each of the transverse connecting reinforcing steels and each of the steel frames to connect the transverse connecting reinforcing steels with the steel frames. Thus, 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.

Description

    BACKGROUND OF THE INVENTION
  • 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 FIG. 5 comprises a plurality of support posts 50, a mold board 52 mounted on the support posts 50, a plurality of bricks 54 mounted on the mold board 52, and a plurality of intersecting reinforcing steels 56 and 58 placed on the bricks 54 and connected by a plurality of wires 59.
  • 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.
  • SUMMARY OF THE INVENTION
  • 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.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • FIG. 1 is a perspective view of a steel frame in accordance with the preferred embodiment of the present invention;
  • FIG. 2 is a partially perspective view of a floor structure in accordance with the preferred embodiment of the present invention;
  • FIG. 3 is a plan view of the floor structure as shown in FIG. 2;
  • FIG. 4 is a plan view of the floor structure as shown in FIG. 2; and
  • FIG. 5 is a perspective view of a conventional floor structure in accordance with the prior art.
  • DETAILED DESCRIPTION OF THE INVENTION
  • Referring to the drawings and initially to FIG. 1, a steel frame 10 in accordance with the preferred embodiment of the present invention comprises two parallel elongated reinforcing steels 11, a plurality of upright reinforcing steel sections 13 mounted between the two elongated reinforcing steels 11 and each perpendicular to the two elongated reinforcing steels 11, and a plurality of oblique reinforcing steel sections 15 mounted between the two elongated reinforcing steels 11 and between the upright reinforcing steel sections 13.
  • 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 FIGS. 1-4, a floor structure in accordance with the preferred embodiment of the present invention comprises a plurality of support posts 2, a mold board 1 mounted on the support posts 2, a plurality of parallel steel frames 10 mounted on the mold board 1 in an upright manner, a plurality of transverse connecting reinforcing steels 20 mounted on the steel frames 10, and a plurality of wires 30 wound around each of the transverse connecting reinforcing steels 20 and each of the steel frames 10 to connect the transverse connecting reinforcing steels 20 with the steel frames 10. The steel frames 10 are equally spaced from each other. The transverse connecting reinforcing steels 20 and the steel frames 10 intersect with each other, and each of the transverse connecting reinforcing steels 20 is perpendicular to each of the steel frames 10.
  • 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.

Claims (14)

1. A floor structure, comprising:
a plurality of parallel steel frames disposed in an upright manner;
a plurality of transverse connecting reinforcing steels mounted on the steel frames.
2. The floor structure in accordance with claim 1, wherein each of the steel frames includes two parallel elongated reinforcing steels, a plurality of upright reinforcing steel sections mounted between the two elongated reinforcing steels and each perpendicular to the two elongated reinforcing steels, and a plurality of oblique reinforcing steel sections mounted between the two elongated reinforcing steels and between the upright reinforcing steel sections.
3. The floor structure in accordance with claim 2, wherein the upright reinforcing steel sections are mounted between the two elongated reinforcing steels by soldering.
4. The floor structure in accordance with claim 2, wherein the upright reinforcing steel sections are equally spaced from each other.
5. The floor structure in accordance with claim 2, wherein the oblique reinforcing steel sections are mounted between the two elongated reinforcing steels and between the upright reinforcing steel sections by soldering.
6. The floor structure in accordance with claim 2, wherein any two adjacent oblique reinforcing steel sections are located between any two adjacent upright reinforcing steel sections.
7. The floor structure in accordance with claim 2, wherein any two adjacent oblique reinforcing steel sections are located between any two adjacent upright reinforcing steel sections in a symmetrical manner.
8. The floor structure in accordance with claim 2, wherein the two elongated reinforcing steels, the upright reinforcing steel sections and the steel sections are interconnected and interlocked with each other.
9. The floor structure in accordance with claim 1, wherein the steel frames are equally spaced from each other.
10. The floor structure in accordance with claim 1, wherein the transverse connecting reinforcing steels and the steel frames intersect with each other.
11. The floor structure in accordance with claim 1, wherein each of the transverse connecting reinforcing steels is perpendicular to each of the steel frames.
12. The floor structure in accordance with claim 1, further comprising a plurality of wires wound around each of the transverse connecting reinforcing steels and each of the steel frames to connect the transverse connecting reinforcing steels with the steel frames.
13. The floor structure in accordance with claim 1, wherein each of the steel frames has a height equal to the thickness of a floor to be grouted.
14. The floor structure in accordance with claim 1, wherein the steel frames and the transverse connecting reinforcing steels are integrally combined with each other
US11/135,485 2005-05-24 2005-05-24 Floor structure having reinforced strength Abandoned US20060265993A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US11/135,485 US20060265993A1 (en) 2005-05-24 2005-05-24 Floor structure having reinforced strength

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US11/135,485 US20060265993A1 (en) 2005-05-24 2005-05-24 Floor structure having reinforced strength

Publications (1)

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US20060265993A1 true US20060265993A1 (en) 2006-11-30

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US11/135,485 Abandoned US20060265993A1 (en) 2005-05-24 2005-05-24 Floor structure having reinforced strength

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1613788A (en) * 1924-11-26 1927-01-11 Dawson George Hives Trussed structure
US1898668A (en) * 1931-06-25 1933-02-21 Mcclintic Marshall Corp Floor construction or the like
US1986172A (en) * 1933-07-28 1935-01-01 Frederick R Wilson Steel and concrete construction
US3474580A (en) * 1967-02-03 1969-10-28 Elliotts Of Peterborough Ltd Prefabricated buildings and their assembly
US4831797A (en) * 1986-03-10 1989-05-23 Hy-Rise Scaffolding Ltd. Concrete forming structure with A-frame
US5822945A (en) * 1997-02-03 1998-10-20 Muller; Roy Folding truss
US20030205019A1 (en) * 2002-02-20 2003-11-06 Becker Allan James Column hung truss system
US6993879B1 (en) * 2001-10-19 2006-02-07 Cantley Richard W Molded plastic truss work

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1613788A (en) * 1924-11-26 1927-01-11 Dawson George Hives Trussed structure
US1898668A (en) * 1931-06-25 1933-02-21 Mcclintic Marshall Corp Floor construction or the like
US1986172A (en) * 1933-07-28 1935-01-01 Frederick R Wilson Steel and concrete construction
US3474580A (en) * 1967-02-03 1969-10-28 Elliotts Of Peterborough Ltd Prefabricated buildings and their assembly
US4831797A (en) * 1986-03-10 1989-05-23 Hy-Rise Scaffolding Ltd. Concrete forming structure with A-frame
US5822945A (en) * 1997-02-03 1998-10-20 Muller; Roy Folding truss
US6993879B1 (en) * 2001-10-19 2006-02-07 Cantley Richard W Molded plastic truss work
US20030205019A1 (en) * 2002-02-20 2003-11-06 Becker Allan James Column hung truss system

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