US2233291A

US2233291A - Building structure

Info

Publication number: US2233291A
Application number: US299503A
Authority: US
Inventors: Leebov Nathan
Original assignee: Individual
Current assignee: Individual
Priority date: 1939-10-14
Filing date: 1939-10-14
Publication date: 1941-02-25
Anticipated expiration: 1958-02-25

Description

Feb. 25, 1941. LEEBQV BUILDING STRUCTURE Filed Oct. 14, 1939 2 Sheets-Sheet 1 INVENTOR Nathan Leebou.

' ATTORNEY Feb. 25, 1941. N. LEEBOV BUILDING STRUCTURE Filed Oct. 14, 1939 2 Sheets-Sheet 2 INVENTOR Nat/7a]; Leebou ATTORNEY Patented Feb. 25, 1941 UNITED STATES PATENT QH ECE BUILDING STRUCTURE Nathan Leebov, Pittsburgh, Pa.

Application October 14, 1939, Serial No. 299,503

rugated sheet. The prefabricated structural units are mounted on the walls and structural frame of the building and a rigid framework is formed by clamping the beams of adjacent units together. A plastic material, such as concrete, is poured over the surfaces and between the beams.

The structural units are made up by mass production methods in the usual manner and the work which would otherwise be necessary in assembling them on the building is eliminated. In setting up the framework, the workmen need 7 Claims.

My invention relates to building construction and has particular relation to floor structures.

In constructing a floor according to the teachings of the prior art, of which I am aware, ce

ment, concrete or any other suitable plastic material', which har-dens when exposed to the atmosphere, is poured on a suitable form. The latter is a framework composed of a plurality of beams bridged by plates and carried by the walls and structural frames of the building. The form is erected manually of individual beams and plates on the skeleton of the building. The plastic material is of course poured only after th form or framework has been completed.

In the prior art constructions, excessive expense and delay is frequently encountered. To completely erect the framework at the building site, a number of high-priced, skilled workers must be employed for a. substantial length of time. In addition, the other work on the building is delayed because the plastic material cannot be poured until the framework is available.

It is, accordingly, an object of my invention to provide a low cost floor structure.

Another object of my invention is to minimize the manual labor which is required in the construction of a floor.

A further object of my invention is to provide a floor structure, the erection of which shall consume substantially less time than is taken up in erecting the present structures.

A further object of my invention is to provide a low cost form for the plastic material in a floor.

An ancillary object of my invention is to provide a prefabricated structural unit particularly adapted for use in the construction of low cost floors.

Another ancillary object of my invention is to minimize the quantity of plastic material re 40 quired in a floor structure.

A further ancillary object of my invention is to provide a simplified ceiling framework in constructing a floor.

More concisely stated, it is an object of my invention to provide a low cost floor structure, the erection of which shall require a minimum of time and labor.

According to my invention, I provide prefabricated structural units each comprising a plurality of beams bridged by a suitable surface. An open-work surface is used in the preferred practice of my invention and has substantial advantages over other surfaces. However, in its broader aspects, my invention contemplates the use of a surface of any other type such as coronly clamp the adjacent beams together.

This

larity in the appended claims.

The invention itself, however, both as to its organization and its method of operation, together with additional objects and advantages thereof, will best be understood from the following description of a specific embodiment when read in connection with the accompanying drawings, in which Figure 1 is a view in perspective partly in section showing an embodiment of my invention;

Fig. 2 is a view in top elevation showing prefabricated structural units in accordance with my invention;

Fig. 3 is a View in end elevation of a portion of a framework in accordance with my invention; Fig. 4 is a view showing the development of a clamp used in the practice of my invention;

Fig. 5 is a View in end elevation of the clamp;

is shown. The walls 9 and II are provided with the usual ledge I3 and a floor framework I5 is carried by the ledge by the intermediate structural skeleton of the building (not shown).

The

framework I5 is made up of a plurality of prefabricated structural units ll which are clamped together.

Each unit I? comprises a pair of parallel beams 19 of Z-cross-section. The beams are preferably made up of sheet steel or any other suitable material.

A wire screen 2| through which a number of parallel metal ribs 23 are distributed is disposed between the beams l9. The ribs 23 are spot welded to the upper flanges 25 of the beams and in this manner, the screen is rigidly secured to the beams. The units H are manufactured by the usual mass production methods and are available for installation in the building as rigid structures. The manual labor which would be involved in assembling such units on the building is, therefore, eliminated.

The lower flange 21 of each beam I9 is bent over twice at right angles, so as to form a hookshaped cross-section. The units I! are mounted on the ledge l3 and the skeleton of the building with the vertical portions 29 of the hook crosssection of adjacent beams abutting, so that the beams I9 of two adjacent units form a trough 3|, along the center of which a strip 33 of T-I shaped cross-section extend-s. The structural units [1 are rigidly secured by clamps 35 which extend over the tops of the T-section strips 33. A suitable number of the clamps 35 may be moved along the strip until they are properly positioned and then fastened by suitable pliers. A plurality of channel sections 31 are secured to the lower surfaces of the troughs 3 The channels 31- form a framework for supporting the usual metal lath (not shown) used for ceilings. In the preferred practice of my invention, the channels 31 form a part of the prefabricated units I1 and are spot welded or riveted to the Z-section beams l9 when the units are manufactured. The channels '31, when forming a part of the units, substantially strengthen them mechanically.

The detail structure of the clamps is shown in Figs. 4 to 7. Each clamp is made up of a sheet metal blank 39 comprising a lower rectangular portion 4| from one side of which a trapezoidal projection, having grooves 45 uniformly disposed about its center, extends. The rectangular portion 4| of the blank 3| is first bent over twice at right angles along lines corresponding to the ver-v tical dash-dot lines 41 in Fig. 4. In the final form of the rectangle 4|, the small rectangles 49 at their ends are disposed below the central rectangle 5| and parallel thereto. Next the trape zoidal projection 43 is bent about a line corresponding to the horizontal dash-dot line 53 in Fig. 4, so that its final position is perpendicular to the central rectangle 5|. The completed structure is shown in Figs. 5, 6 and '7 and com prises a jaw-shaped lower portion 55 from which the vertical trapezoidal projection 43 having the downwardly convexed grooves 45 extends. The jaws 55 are engaged tightly with the T-section strip 33 and in this position of the clamps 35 the grooves 45 are in planes perpendicular .to the longest horizontal axes of the troughs 3|.

A plurality of horizontal metal rods 51 are disposed in the grooves 45. The rods 51 may be wired to the clamps 35 or the strip 33 or they may be otherwise secured. It is to be noted that while the specific clamp shown herein has certain advantages, clamps of other structures may be used in the practice of my invention.

Between the beams IQ of adjacent structural units l1, spreader ties 59are mounted. The ties 59 are of C-section and engage suitable openings provided in the upper flanges 25 of the beams l9. They function to prevent the framework I! from being distorted under weight so that the workmen may pass over the surface of the screens 2| and perform the necessary operations without being subjected to the danger that the framework will collapse.

I terial reinforcement is provided by the rods 51 which are supported by the clamps 35. The plastic mais relatively viscous and partly flows through the openings in the screen 2| and the screen is partially imbedded in it when it hardens. The plastic surface 6| over the open-work surface 2| is therefore reenforced by the latter surface.

The structure in accordance with my invention has the additional'advantage that it makes possible a substantial saving in plastic material. The form l5 must be heavy enough to support the material when soft and therefore has substantial strength in itself. Accordingly, for the usual building requirements, smaller thicknesses of material than would be necessary in the-prior art structures can be used and this comes with the advantage that smaller reenforcing rods may be used.

The channels 3| used in the practice of my invention have a substantial advantage over corresponding prior art structures. In the prior art arrangements, the ceiling framework is se- ;cured to the floor form after the latter is erected.

I need only be added.

Although I have shown and described a certain specific embodiment of my invention, many modi fications thereof are possible. My invention, therefore, is not to be restricted except insofar as is necessitated by the prior art and by the spirit of the appended claims.

I claim as my invention: i

1.'A floor structure for a building comprising a plurality of beams, each of said beams having at. least one flange, which is bent over at its end, extending from its web and said beams being arranged in pairs with the bent over'portions of the beams of each pair abutting to form a floor framework made up of a pluralityof U-shaped troughs, clamping means engaging said abutting bent-over portions and surfaces extending between the rims of said troughs.

2. A floor structure for a building comprising a plurality of beams, each of said beams having at least one flange, which is bent over at its end, extending from its web and said beams being arranged in pairs with the bent over portions of the beams of each pair abutting to form a floor framework made up of a plurality of U-- shaped troughs, clamping means engaging said abutting bent-over portions, reinforcing rods for a plastic material having a low resistance 'to at least one flange, which is bent over at its'end,

extending from its web and'said'beams being arranged in pairs with the bent over portions of the beams of each pair abutting to form a floor framework made up of a plurality of U- shaped troughs, clamping means engaging said abutting bent-over portions, said clamping means having grooves which are concaved towards the opening in said trough, rods for reinforcing a plastic material which has a low tensile stress limit disposed in said grooves, surfaces extending between the rims of said troughs, and a plastic material having a low tensile stress limit extending over said surfaces and in said troughs.

4. A floor structure for a building comprising a plurality of beams, each of said beams having at least one flange, which is bent over at its end, extending from its web and said beams being arranged in pairs with the bent over portions of the beams of each pair abutting to form a floor framework made up of a plurality of U- shaped troughs, clamping means engaging said abutting bent-over portions, reinforcing rods for a plastic material having a low resistance to tensile stress disposed on said clamping means, open-work surfaces extending between the rims of said troughs and a plastic material having a low resistance to tensile stress extending over said surfaces and in said troughs.

5. A fioor structure for a building comprising a plurality of beams, each of said beams having at least one flange, which is bent over at least twice at its ends to form a hook-shaped cross section, extending from its web and said beams being arranged in pairs with the bent over portions of the beams of each pair abutting to form a floor frame-work made up of a plurality of U-shaped troughs, clamping means engaging said abutting bent-over portions and extending over the rims of said hook cross section and surfaces extending between the rims of said troughs.

6. A floor structure for a building comprising a plurality of Z-section beams, one of the flanges of each of said beams being bent over at its end and said beams being arranged in pairs with the bent-over portions of the beams of each pair abutting to form a floor framework made up of a plurality of U-shaped troughs, clamping means engaging the abutting bent-over portions and surfaces extending between the flanges of said beams extending from the rims of adjacent troughs.

7. A floor structure for a building comprising a plurality of Z-section beams, one of the flanges of each of said beams being bent over at least twice at its end to form a hook-shaped cross section and said beams being arranged in pairs with the bent over portions of the beams of each pair abutting to form a floor framework made up of a plurality of U-shaped troughs, clamping means engaging the abutting bent over portions and extending over the edges of the hook shaped cross section and surfaces extending between the flanges of said beams extending from the rims of adjacent troughs.

NATHAN LE1E BOV.