System and method for concrete slab connection

Abstract

Systems and methods of transferring loads between adjacent cast-in-place slabs, such as concrete slabs, and for accurately positioning dowels between adjacent sections of slabs are provided. A generally planar plate-type dowel is used which may be positioned within a cutaway in a preexisting slab of concrete. The dowel is shaped to generally conform to the shape of the cutaway, which is made by a saw blade. Once the dowel is positioned within the preexisting slab, a new slab is poured adjacent the preexisting slab. Rubber seals are included on the edges of the dowels to provide spacing or a gap between the dowel and the preexisting slab to allow for lateral independent movement of the adjacent slabs, and to prevent concrete from the newly poured second slab from entering into the gap. A saw unit for making a generally planar cut horizontally into an edge of a hardened concrete slab is also provided.

Description

[0001] This application claims priority pursuant to 35 U.S.C. 119(e) to co-pending U.S. Provisional Patent Application Serial No. 60 / 578,512, filed Jun. 10, 2004, the entire disclosure of which is incorporated herein by reference.FIELD OF THE INVENTION [0002] The present inventions relate generally to systems and methods for pavement reinforcement. More particularly, the present inventions are concerned with systems and methods of transferring loads between adjacent cast-in-place slabs, such as concrete slabs, and for accurately positioning dowels between adjacent sections of slabs. BACKGROUND OF THE INVENTION [0003] In the construction of concrete floors or surfaces (i.e. sidewalks, driveways, roads, etc.), it has long been the practice to make the surface from a series of individual blocks or slabs. Adjacent slabs meet each other at joints which are typically spaced so that each slab has enough strength to overcome internal stresses that would otherwise cause random stress relief ...

AI Technical Summary

Benefits of technology

The invention is a system and method for positioning planar dowels in existing concrete. The system includes a saw and a machine for making cuts in the edge of a hardened concrete slab. The dowel is then inserted into the cut and the adjacent slab, and the adjacent slab is poured to consolidate the concrete around the protruding portion of the dowel. The invention provides a faster and cleaner method than drilling and reduces the amount of labor required during new concrete pours. The system also allows for the use of any type of forms, whether wood, metal, or otherwise. The technical effects of the invention include improved efficiency and accuracy in positioning planar dowels in existing concrete.

Problems solved by technology

One problem that can arise when slabs are poured in separate subsections is that the junctions or joints between adjacent sections are subject to damage from downward forces exerted against the slab.

If the dowels are not installed correctly, problems can arise.

Specifically, if the dowels are not parallel to the slab surface and perpendicular to the joint between the slab sections, unwanted stresses can be created in the slab, which can lead to cracking of the slab.

Notwithstanding, the noted disadvantages of tubular dowels versus planer dowels, drilling in existing concrete is extremely time consuming and creates considerable dust which is undesirable for interior retrofit applications.

A disadvantage of prior art systems and methods of utilizing planar dowels in new concrete pours in which a sheath is embedded in a slab, is that only wooden forms can be used for forming the slab.

Another disadvantage of prior art systems for locating planar dowels in a slab is that attachment of the sheath to the form requires extremely careful positioning of the sheath with respect to the top edge of the form as well as extremely careful leveling of the form at the location in which the slab edge is to be made.

Even slight misalignment of either the sheath or of the form board will result in misalignment of the dowel with the slab and can result in undesired stresses in the slab.

Misalignment or dislocation of the sheaths can result after the sheath has been mounted to the form either as the form is being positioned or after the form is in position by workers accidentally stepping on the sheaths or bumping against the sheaths.

Misalignment of the form board can also result from workers accidentally kicking the form board, or misalignment can be the result of a warped form board.

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