Hollow core floor and deck element

Abstract

A composite structural support which may be utilized as a beam or assembled with similar supports to form a building floor or a bridge deck utilizes an open core element, made preferably of suitably treated fluted paper, upper and lower thin steel skins, and a layer of concrete poured over the top skin. Modules comprising the hollow core element and the upper and lower steel skins are fabricated to lengths required for building floor and bridge spans and, when joined by welding the upper and lower skins of adjacent elements along their full lengths, provide a floor or deck structure of a large span

Description

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a perspective view of a structural deck or floor assembled from modules according to the present invention.

FIG. 2 is a perspective view, similar to FIG. 1, showing a single open core module used in fabricating the deck of FIG. 1.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

Referring first to FIG. 1, there is shown a portion of a deck 10 or floor useful, for example, in the construction of a bridge or a building, in which a series of long and relatively narrow modules 11 are joined together and covered with a poured concrete slab 12. Each of the modules 11 could be made of any desired dimensions, but for use in a floor deck, for example, module 11 could have a depth or thickness of 16 in., a width of 8 ft. and a length of 50 ft. To fabricate a deck 10 50 ft. long and 64 ft. wide, eight modules 11 would be joined along their long edges, as partly shown in FIG. 1.

Each deck module 11 includes a hollow core element 13 of the type described and manufactured in accordance with the method disclosed in my above identified patent application. The hollow core element 13 includes a stack of long, narrow corrugated paperboard strips 14, each of which in the embodiment shown comprises a fluted web 15 and a smooth web 16 joined with a suitable adhesive. The webs 15 and 16 may be made of many suitable materials, but resin-impregnated paper is presently preferred.

In accordance with the hollow core lay-up method of my above-identified application, flutes are formed in the fluted web 15 of a substantially larger size than typically used for corrugated paperboard. The flutes may have a height of about ½ in. and, in order to provide a stack of strips 14 to make a module 11 with an 8 ft. width, approximately 180 to 200 strips would be required. The strips are 16 in. wide and 50 ft. long. The method and apparatus of my above-identified application are capable of forming up hollow core elements of the required size.

Each of the rectangular hollow core elements 13 has plan dimensions of 8 ft. by 50 ft. Steel sheets comprising an upper skin 17 and a lower skin 18 are attached to the respective upper and lower surfaces 20 and 21 of the hollow core element 13. The upper skin 17 may be, for example, ⅛ in. in thickness and the lower skin 18 may be ¼ in. in thickness. Although high modulus steel is preferred, other materials may be utilized, particularly for the upper skin where tensile strength and high modulus of elasticity are not major concerns. The skins 17 and 18 may be secured to the hollow core element 13 with any of a number of suitable adhesives, including epoxies. The resulting deck module 11 is attached to like modules to fabricate the deck 10 shown in FIG. 1. Modules 11 are positioned side-by-side, preferably in their final positions in the structure in which they are used, with the long edges 22 of the steel skins 17 and 18 abutting. In this position, each abutting pair of upper skins 17 and lower skins 18 are connected with welds 23.

The upper surface of the upper skins 17 are provided with an array of upstanding projections 24, preferably short steel posts 25 which are welded to the skin 17. The height of the posts 25 depends on the thickness of the concrete slab 12, but for a 4 in. slab, posts having a height of about 3 in. are satisfactory. Once the modules 11 are welded together, concrete is poured onto the upper skin surfaces to form a slab 12 of a desired thickness. Any necessary utility connections, such as electric power conduits, piping and the like are placed on the upper skin surface and embedded in the subsequently poured concrete.

The exposed core elements 13, along the outer periphery of the fabricated deck 10, are closed with suitable close-out panels 26. The panels 26 may be made of any suitable material and glued, welded or otherwise secured to the exposed core elements 13 or the edges of the skins 17 and 18.

Although the composite structural support of the present invention has been described with respect to the fabrication of a floor for a building or a deck for a bridge, the present invention lends itself well to the fabrication of structural supports of a wide variety of shapes and sizes. For example, a much narrower module, namely one using a much smaller number of strips 14 (say 16 strips stacked to form a hollow core element about 8 in. wide) can function as a beam.

A floor, deck or beam member made in accordance with the present invention could be provided with a camber as is sometimes done in long span beams. The inherent flexibility of the fluted paper core element 13 will permit the necessary flexure to be imparted to provide a camber. For example, one of the skins 17 or 18 could be applied to the core element, the element then flexed to the desired camber and the other skin attached to the core in the bowed orientation.

Claims

1. A horizontal structural support comprising: an open core element including a plurality of corrugated strips of a web material bonded together and having flutes oriented vertically, said open core element defining horizontal upper and lower surfaces;steel skins attached to the upper and lower surface of the core element; and,a layer of concrete on the upper steel skin.

2. The structural support as set forth in claim 1 including a plurality of upstanding steel projections attached to the upper steel skin and embedded in the concrete layer.

3. The structural support as set forth in claim 1 including a plurality of core elements having the steel skins co-extensive with and attached thereto and shaped to define modules of generally rectangular shape, said modules connected edge-to-edge with welded joints along abutting edges of the upper and lower skins to form a deck, and the layer of concrete covering the deck.

4. The structural support as set forth in claim 3 including close-out panels enclosing the portions of the core elements defining the outer periphery of the deck.

5. The structural support as set forth in claim 1 wherein the web material comprises paper.

6. The structural support as set forth in claim 5 wherein the paper is resin-impregnated.

7. A method for making a load bearing deck comprising the steps of: (1) forming an open core element from a plurality of long and relatively narrow strips of a corrugated web material by bonding the strips together with the flutes extending between the long edges of the strips, the open core element defining parallel rectangular upper and lower surfaces perpendicular to the flutes;(2) bonding rectangular steel skins to the upper and lower surfaces of the core element to form a deck module, the skins each having opposite long edges corresponding to the length of the strips; and,(3) connecting adjacent modules by welding together the long edges of adjacent upper skins and lower skins.

8. The method as set forth in claim 7 including the step of pouring a layer of concrete over the interconnected upper skins to form the deck.

9. The method as set forth in claim 8 including, prior to the pouring step, the step of attaching a plurality of upstanding steel projections to the exposed surfaces of the upper skins, and wherein the pouring step includes embedding said projections in the concrete.

10. The method as set forth in claim 8 including, prior to the pouring step, the step of placing utility connections on the exposed surface of the upper skins, and wherein the pouring step includes embedding said connections in the concrete.