Shallow Flat Soffit Precast Concrete Floor System

• US 20130074430A1
• Filed: 03/29/2012
• Published: 03/28/2013
• Est. Priority Date: 03/29/2011
• Status: Active Grant

• Current Assignee: Board of Regents of the University of Nebraska
• Original Assignee: Board of Regents of the University of Nebraska
• Inventors: Tadros, Maher, Morcous, George
• Granted Patent: US 8,671,634 B2
• Time in Patent Office: Days
• US Class Current: 52/252
• CPC Class Codes: E04B 1/04 the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
• CPC Class Codes: E04B 5/043 having elongated hollow cores
• CPC Class Codes: E04B 5/16 Load-carrying floor structures wholly or partly cast or similarly formed in situ E04B5/43 - E04B5/48 take precedence; floors merely characterised by the prefabricated elements E04C
• CPC Class Codes: E04B 5/265 with one or more hollow cores
• CPC Class Codes: E04B 5/43 Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors anchoring devices for balconies with means for preventing cold bridging E04B1/0038; extraordinary constructions in general E04B1/34
• CPC Class Codes: E04C 3/20 of concrete or other stone-like material, e.g. with reinforcements or tensioning members reinforcing elements E04C5/00

Abstract

A precast concrete floor system that eliminates the need for column corbels and beam ledges while being very shallow. The main advantages of the present system include a span-to-depth ratio of 30, a flat soffit, economy, consistency with prevailing erection techniques, and fire and corrosion protection. The present system consists of continuous precast columns, prestressed rectangular beams, hollow-core planks, and cast-in-place composite topping. Testing results have indicated that a 12 inch deep flat soffit precast floor system has adequate capacity to carry gravity loads (including 100 psf live load) in a 30 ft×30 ft bay size. Testing has also shown that shear capacity of the ledge-less hollow-core-beam connections can be accurately predicted using the shear friction theory.

Claims

1. A concrete floor system, comprising:

(a) a column having a through opening at a height for support of a floor;

(b) a temporary corbel releasably secured to the column;

(c) a beam having a first end portion supported on the temporary corbel;

(d) a securement member secured to the top side of the beam and to the column;

(e) a temporary ledge releasably secured to the beam;

(f) a floor support member supported on the temporary ledge;

(g) reinforcing interconnecting the beam and the floor support member;

(h) continuity reinforcing interconnecting the beam and the column at least some of which passes through the opening; and

(i) topping concrete cast on top of the floor support member and the beam wherein upon curing of the topping concrete followed by removal of the temporary corbel and temporary ledge a flat soffit free of visible corbels is provided.

2. A concrete system as defined in claim 1, further comprising a recess formed in the top surface of the beam in which is received at least some of the continuity reinforcing.

3. A concrete system as defined in claim 2, further comprising grout filling the recess.

4. A concrete system as defined in claim 1, wherein the temporary corbel and the securement member are steel angles.

5. A concrete system as defined in claim 1, wherein the floor support member comprises a precast hollow-core concrete member.

6. A concrete system as defined in claim 1, further comprising insulation placed on top of the floor support member and the beam prior to casting of the topping concrete.

7. A concrete floor system, comprising:

(a) a column having a through opening at a height for support of a floor;

(b) a pair of temporary corbels releasably secured on opposing sides to the column below the opening;

(c) a pair of beams each having a first end portion supported on a corresponding one of the temporary corbels;

(d) a pair of securement members located on opposing sides of the column each of which secured at a first end portion to the top side of a first of the beams and secured at a second end portion to the top side of the second of the beams and each of the securement members is secured to a corresponding side of the column;

(e) temporary ledges releasably secured to the beams;

(f) a plurality of floor support members supported on the temporary ledges;

(g) reinforcing interconnecting the beams and the associated floor support members;

(h) continuity reinforcing interconnecting the beams to each other and the column at least some of which passes through the opening; and

(i) topping concrete cast on top of the floor support members and the beams wherein upon curing of the topping concrete followed by removal of the temporary corbels and temporary ledges a flat soffit free of visible corbels is provided.

8. A concrete system as defined in claim 7, further comprising a recess formed in the top surface of the beams in which is received at least some of the continuity reinforcing.

9. A concrete system as defined in claim 8, further comprising grout filling the recess.

10. A concrete system as defined in claim 7, wherein the temporary corbels and the securement members are steel angles.

11. A concrete system as defined in claim 7, wherein the floor support members comprise a precast hollow-core concrete member.

12. A concrete system as defined in claim 7, further comprising insulation placed on top of the floor support members and the beams prior to casting of the topping concrete.

13. A concrete floor system, comprising:

(a) a grid of six concrete columns comprising four exterior concrete columns and two interior concrete columns arranged in two columns and three rows and wherein each concrete column has a through opening at a height for support of a floor;

(b) a pair of temporary corbels releasably secured on opposing sides to each of the interior concrete columns below the opening and a temporary corbel attached to each of the exterior concrete columns on the interior facing side of the exterior concrete columns and below the opening;

(c) four beams each having a first end portion supported on a corresponding one the temporary corbels of the exterior columns and each having an opposite, second end portion supported on a corresponding one of the temporary corbels of the interior columns thereby providing a pair of beams spanning between each column of a first exterior concrete column, an interior concrete column and a second exterior concrete column;

(d) a securement member secured to the top side of each of the first end portions of the beams and to each of the exterior concrete columns, and a pair of securement members located on opposing sides of each of the interior concrete columns each of which is secured at a first end portion to the top side of the second end portion of each the beams corresponding to each of the interior concrete columns and secured at a second end portion to the top side of the second end portion of each of the beams corresponding to each of the interior columns, and wherein each of the securement members is secured to a corresponding side of the exterior and interior concrete columns;

(e) temporary ledges releasably secured to the beams;

(f) a plurality of floor support members supported on the temporary ledges and spanning the distance between side-by-side adjacent beams;

(g) reinforcing interconnecting the beams and each corresponding floor support member;

(h) continuity reinforcing interconnecting the first end portions of each beam and the corresponding one of the exterior concrete columns at least some of which passes through the opening and continuity reinforcing the second portions of adjacent beams to each other and to the corresponding interior column at least some of which passes through the opening; and

(i) topping concrete cast on top of the floor support members and the beams wherein upon curing of the topping concrete followed by removal of the temporary corbel and temporary ledge a flat soffit free of visible corbels is provided.

14. A concrete system as defined in claim 13, further comprising a recess formed in the top surface of the beams in which is received at least some of the continuity reinforcing.

15. A concrete system as defined in claim 14, further comprising grout filling the recess.

16. A concrete system as defined in claim 13, wherein the temporary corbels and the securement members are steel angles.

17. A concrete system as defined in claim 13, wherein the floor support members comprise a precast hollow-core concrete member.

18. A concrete system as defined in claim 13, further comprising insulation placed on top of the floor support members and the beams prior to casting of the topping concrete.