Expansion joint and form for concrete floors

• US 4,834,576 A
• Filed: 12/24/1987
• Issued: 05/30/1989
• Est. Priority Date: 12/24/1987
• Status: Expired due to Term

• Current Assignee: Argento, Settimio
• Original Assignee: Argento, Settimio
• Inventors: Argento, Settimio
• Primary Examiner(s): NOT, DEFINED
• Assistant Examiner(s): Letchford, John F.
• Application Number:
  US07/137,725
• Time in Patent Office: 523 Days
• Field of Search: 404/47-52, 404/56, 404/59-63, 404/67-69, 14/61.1, 14/16.5, 52/395, 52/396, 52/403, 52/573
• US Class Current: 404/62
• CPC Class Codes: E01C 11/14 Dowel assembly ; Design or construction of reinforcements in the area of joints coupling devices for prefabricated units E01C5/005; combined with characteristic packings E01C11/08 - E01C11/12; removable holders E01C23/045
• CPC Class Codes: E04F 15/14 Construction of joints, e.g. dividing strips E04F15/02005 takes precedence; sealing joints not restricted to flooring E04B1/68 , construction of joints in roads or airfields E01C11/02

Abstract

An expansion joint and form for concrete floors, consisting of a free-standing assembly comprising a vertical asphaltic board, a metallic panel flatly abutting against the asphaltic board, and a number of load transfer dowels or rods slidingly passing horizontally through the board and panels to extend on each slide of the panel and board. The rod partially engages at one end a sleeve and one rod section is covered with grease. After fresh concrete is successively poured on each side of the expansion joint, the concrete will harden unto the board, the panel and the sleeve exclusively of the rod section covered with grease. Hence, the rod will be movable relative to the sleeve and surrounding concrete slab, allowing for relative horizontal displacement of the pair of proximate concrete slabs.

Claims

1. An expansion joint and form for a horizontal concrete base supported by a rock bed ground, comprising:

a rigid rectangular main panel having a longitudinally edgewisely transverse integral bottom flange abutting against the ground for supporting said panel in upright position;

a rectangular compression board, longitudinally edgewisely ground supported and flatly abutting against the face of said panel opposite said bottom flange and made from a compressible partially resilient material;

a few dowel rods, each transversely horizontally extending through a pair of registering bores in said panel and board spacedly over said bottom flange and partially slidably engaging at one end thereof a sleeve member which is closed at its outer end, said rods projecting from both sides of said compression board and main panel;

an upper flange, transversely extending from and fixedly secured to an upper section of said main panel parallel to and in vertical register with said bottom flange;

a few small centrally bored rigid hook plates, transversely downwardly extending from and fixedly connected to an outer section of said upper flange parallel to said main panel, each small bored plate being in horizontal register with said pair of said registering bores of said main panel and compression board and transversely supportingly engaged by a corresponding said dowel rod; and

anchor stakes, each transversely extending at regular lengthwise intervals through said upper and bottom flanges parallel to said main panel and anchoringly driven into said rock bed;

wherein fresh concrete is poured first over the dowel rods sections projecting beyond said compression board at the panel side opposite to said bottom flange, and after complete curing of this concrete, fresh concrete is poured thereafter over the opposite dowels rods sections, whereby two opposite concrete slabs horizontally spaced by said expansion joint are thus obtained.

2. An expansion joint as defined in claim 1,

wherein the height of said compression board is greater than that of said main panel, and further including a sealing strip applied against the top edge of said compression board and of such a weight as to come in register with the top edge of said concrete slabs.

3. An expansion joint as defined in claim 1,

wherein the dowel rods sections projecting beyond said main panel on said upper and bottom flanges side of said main panel are coated with a grease compound.

4. At least two expansion joints as the one defined in claim 1,

being endwisely orthogonally mounted to each other, and further including a large metallic grid, edgewisely supported in horizontal position by said upper flanges of the two said expansion joints, the fresh concrete being poured over said grid.

5. At least two expansion joints as the one defined in claim 1,

being edgewisely coaxially mounted to each other, wherein each of said upper and bottom flanges of each expansion joint defines a first lengthwise "female" end extending short of a corresponding first end edge of said main panel and an opposite second "male" end projecting beyond a corresponding second end edge of said main panel;

wherein said male and female ends constitute interdigitating connecting means.

6. A number of expansion joints as the one defined in claim 1,

being arranged in rows and columns and in combination with a corresponding number of concrete slabs.