Reinforced concrete bridge decking and method of making same

• US 4,271,555 A
• Filed: 03/14/1979
• Issued: 06/09/1981
• Est. Priority Date: 03/14/1979
• Status: Expired due to Term

• Current Assignee: John B. Stubbings, Joseph Mingolla
• Original Assignee: John B. Stubbings, Joseph Mingolla
• Inventors: Mingolla, Joseph, Stubbings, John B.
• Primary Examiner(s): Byers, Jr., Nile C.
• Application Number:
  US06/020,472
• Time in Patent Office: 818 Days
• Field of Search: 14/73, 14/6, 404/17, 404/19, 404/72, 404/37, 404/20, 404/34, 404/73, 52/174, 52/319, 52/578, 52/660
• US Class Current: 14/73
• CPC Class Codes: E01C 19/526 hand operated E01C19/524 takes precedence
• CPC Class Codes: E01C 5/085 on prefabricated supporting structures or prefabricated foundation elements except coverings made of layers of similar elements
• CPC Class Codes: E01C 9/04 Pavings for railroad level-crossings
• CPC Class Codes: E01D 19/125 Grating or flooring for bridges waterproofing thereof E01D19/083; floors in general E04B5/00
• CPC Class Codes: E01D 2101/268 Composite concrete-metal

Abstract

Reinforced concrete bridge decking comprises a plurality of substantially identical, removable, interchangeable reinforced concrete panels having protruding tongues at opposite ends supported on and retained in place by resilient, shock absorbing pads. The panels each have a metallic frame substantially filled with concrete, and an abrasive material layer is bonded on the top surface of the concrete. The abrasive material layer provides a hard, salt resistant, anti-skid surface on the concrete panels, and also serves to strengthen the panels. The resilient pads are readily removable to release the individual panels, so that a tool can be engaged with the panels in the spaces defined between the tongues at the opposite ends thereof to remove the individual panels for maintenance or repair, or to interchange the panels with one another.

Claims

1. A reinforced concrete panel, comprising:

a metallic frame having opposite, longitudinally extending sides and opposite ends;

longitudinally projecting tongue means on the opposite ends of the panel, for supporting the panel on a supporting surface;

said frame being substantially filled with reinforced concrete; and

a thin, abrasive layer bonded on top of the concrete, said abrasive layer defining an anti-skid surface, and being formed of a calcined bauxite mix and thus substantially increasing the strength of the concrete panel.

2. A panel as in claim 1, wherein a steel reinforcing cage is in the concrete, extending substantially over the entire frame.

3. A panel as in claim 2, wherein the reinforcing cage comprises two substantially identical halves disposed in side-by-side relation in the panel.

4. A panel as in claim 2, wherein the tongue means comprises a pair of laterally spaced apart tongues at each end of the panel, said concrete filling the tongues and comprising a continuous mass with the concrete in the panel.

5. A panel as in claim 4, wherein the panel is generally rectangularly shaped, and has substantially flat, straight sides;

and

the frame is torsionally reinforced by a plurality of diagonally extending braces secured at their opposite ends in the corners of the frame.

6. Deck structure for bridges or the like, comprising:

deck support means comprising a sub-decking;

a plurality of parallel, spaced apart rails extending across the deck and secured on the deck support means, said rails each having laterally projecting foot flanges and a laterally enlarged head;

a plurality of deck panels spanning the distance between adjacent rails and supported on said rails;

resilient bearing pads engaged between the panels and the foot flanges of the rails to resiliently support the panels on the rails; and

resilient locking wedges engaged between the panels and the head of the rails to retain the panels in place on the rails, said resilient bearing pads and locking wedges comprising the only connection between the panels and rails.

7. Deck structure as in claim 6, wherein:

the deck panels comprise reinforced concrete panels having protruding tongue means at the opposite ends thereof, said tongue means being engaged and supported on the resilient bearing pads, and the resilient locking wedges being engaged between the tongue means and the head of the rails.

8. Deck structure as in claim 7, wherein:

the deck panels each comprise a metal frame with sidewalls and opposite ends; and

the tongue means comprise a pair of spaced apart tongues on each end of each panel.

9. Deck structure as claim 8, wherein:

each bearing pad has a length substantially equal to the width of each tongue, and the bearing pads are spaced from one another and are engaged only beneath the tongues;

said locking wedges being disposed in end-to-end contiguous relationship.

10. Deck structure as in claim 8, wherein:

the deck panels are generally rectangular in configuration, and have opposite, longitudinally extending metal sidewalls, the adjacent sidewalls of adjacent panels being in flat, metal-to-metal engagement with one another.

11. Deck structure as in claim 6, wherein:

the deck panels comprise reinforced concrete panels having a thin, abrasive layer bonded on the top surface thereof to define an anti-skid surface.

12. Deck structure as in claim 11, wherein:

the abrasive layer comprises a calcined bauxite mix and is thus salt resistant, and also substantially increases the strength of the concrete panel.

13. Deck structure as in claim 9, wherein:

a thin abrasive layer of calcined bauxite mix is bonded on the top surface of the concrete to define an anti-skid surface and to make the panel resistant to road salt and the like and to increase the strength of the concrete panel.

14. Deck structure as in claim 6, wherein:

the resilient bearing pads and resilient locking wedges comprise rubber.

15. Deck structure as in claim 12, wherein the calcined bauxite mix comprises 3.7 parts of bauxite and sand to one part cement, 0.58 parts of water to one part of cement and 17 parts of bauxite to 3 parts of sand, said bauxite having a particle size ranging from dust to a size capable of passing through 1/4 inch mesh, said calcined bauxite layer having a thickness of approximately 3/4 of an inch, the relative proportions of said bauxite mix being variable within plus or minus about 5% of said proportions.

17. The method as in claim 15, including the step of interchanging one panel with another, by removing the locking means to release the panels, lifting the panels from between the rails, and replacing each panel in the place of the other.

18. Deck structure for bridges or the like as in claim 6, wherein said deck panels each comprise a metallic frame having opposite, longitudinally extending sides and opposite ends;

longitudinally projecting tongue means on the opposite ends of the panel, for supporting the panel between said adjacent rails;

said frame being substantially filled with reinforced concrete, the reinforcing for said concrete comprising a steel reinforcing cage extending substantially over the entire frame, said frame being torsionally reinforced by a plurality of diagonally extending braces secured at their opposite ends in the corners of the frame.

16. The method of constructing a deck structure for bridges or the like, comprising the steps of:

providing a plurality of substantially identical deck panels;

securing a plurality of parallel, spaced apart rails each having laterally projecting foot flanges and a laterally enlarged head, on a sub-decking;

placing resilient bearing pad means on the foot flanges of the rails;

placing the panels to span the distance between adjacent rails with opposite ends thereof resting on the resilient bearing pads; and

inserting resilient locking means between the head of the rails and the ends of the panels to secure the panels in place.