US 5,509,243 AGranted

Exodermic deck system

OwnerNeal H. Bettigole, Robert A. Bettigoleinventors

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Abstract

An exodermic deck for structural floors including bridge floors, road beds, pedestrian walkways, or the like, comprises a composite structure of a grid component and a top component. The grid component is preferably made of steel and includes a plurality of main bearing bars and a plurality of distribution bars oriented perpendicular to the main bearing bars. The top component is preferably made from reinforced concrete. The upper portions of either the main bearing bars or the distribution bars are embedded in the reinforced concrete component permitting horizontal shear transfer and creating a composite deck structure which maximizes the use of tensile strength of steel and the compressive strength of concrete. The top sections of the embedded bars have gripping surfaces for effecting mechanical locks between the grid component and the concrete component and increasing the horizontal shear transfer therebetween. Studs may be welded to the upper portions of the embedded bars to further affect horizontal shear transfer and enhance the performance of the composite deck structure. If desired, the top component may be made from materials other than concrete, such as an epoxy-aggregate, while the bars of the grid component may be made from materials other than steel, such as fiber-reinforced plastic.

Claims12

Dependent claims

A structural floor comprising:

an open-lattice grating base member formed solely by a plurality of main bearing bars and a plurality of distribution bars and without any tertiary bars, said distribution bars being substantially perpendicular to said main bearing bars defining interstices therebetween, said distribution bars intersecting and interlocked with said main bearing bars to distribute load transverse to said main bearing bars, said distribution bars having a top surface and a bottom surface, said main bearing bars having a top surface and a bottom surface, said top surface of said main bearing bars being above said top surface of said distribution bars, and said bottom surface of said main bearing bars being below said bottom surface of said distribution bars, said main bearing and distribution bars forming an integral unit without any tertiary bars adapted to be supported on and transmit forces to main structural framing members;
said structural floor further having a top component fixed to said grating base member, said top component having a planar top surface and a planar bottom surface, said planar bottom surface being parallel and proximate to the top surfaces of said plurality of distribution bars so that said top component does not fill the interstices of said grating base member;
said main bearing bars having an upper shear transfer portion, said upper shear transfer portions of said plurality of main bearing bars being increased in height above the top surfaces of said plurality of distribution bars to thereby increase the section modulus per unit of width of the structural floor, said upper shear transfer portions of said plurality of main bearing bars embedded within said top component;
said upper shear transfer portion of said plurality of main bearing bars further including means for forming a mechanical lock between said integral grid and said top component when said upper shear transfer portions are embedded in said top component;
said upper shear transfer portions of said main bearing bars effecting shear transfer between said top component and said grating base member in a horizontal direction parallel to said embedded main bearing bars and in a horizontal direction perpendicular to said embedded main bearing bars.

2 more elements

A module for a structural floor having an open-lattice grating base member comprising:

an open-lattice base member, said grating base member having a plurality of main bearing bars and a plurality of distribution bars and without any tertiary bars, said distribution bars being substantially perpendicular to said main bearing bars defining interstices therebetween, said distribution bars intersecting and interlocked with said main bearing bars to distribute load transverse to said main bearing bars, said distribution bars having a top surface and a bottom surface, said main bearing bars having a top surface and a bottom surface, said top surface of said main bearing bars being above said top surface of said distribution bars, and said bottom surface of said main bearing bars being below said bottom surface of said distribution bars, said main bearing and distribution bars forming an integral modular unit without any tertiary bars adapted to be supported on and transmit forces to main structural framing members, said top surfaces of said plurality of distribution bars defining a horizontal axis;
a top component fixed to said grating base member above said horizontal axis, said top component having a planar top surface and a planar bottom surface, said planar bottom surface being parallel and proximate to said horizontal axis so that said top component does not fill the interstices of said grating base member;
said main bearing bars having an upper shear transfer portion, said upper shear transfer portions of said plurality of main bearing bars including lock means for providing mechanical locks between said top component and said grating base member, said lock means being embedded within said top component;
said upper shear transfer portion of said plurality of main bearing bars effecting shear transfer between said top component and said grating base member in a horizontal direction parallel to said embedded main bearing bars and in a horizontal direction perpendicular to said embedded main bearing bars.

1 more element

Dependencies are inferred from the claim text.

Facts

Application: 08/183,945Filed 21 Jan 1994
Granted: 23 Apr 1996
Term ends: Not estimatedThe source records don’t support an estimate.

Classification9 codes

E04B 5/36
Floor structures wholly cast in situ with or without form units or reinforcements: with form units as part of the floor
E01D 19/125
Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges: grating or flooring for bridges
E04B 5/29
With stiffening ribs or other beam-like formations wholly or partly prefabricated: the prefabricated parts of the beams consisting wholly of metal
E04C 2/423
With continuous bars connecting at crossing points of the grid pattern: with notches