System and method for concrete slab connection
First Claim
1. A method for transferring loads between first and second cast-in-place, substantially horizontal concrete slabs for substantially overcoming stresses in said slabs to avoid stress relief cracks therein, said method comprising the steps of:
- a) providing a first hardened and preexisting concrete slab having an exposed substantially upright edge with upper and lower surfaces,b) cutting a substantially transverse slot of a predetermined shape at said edge and into said first concrete slab, said slot being intermediate said upper and lower surfaces of said first concrete slab,c) providing a rigid dowel plate having unitary first and second portions, said first portion of said dowel plate being sized and shaped to be received within said slot,d) inserting said first portion of said dowel plate into said slot,e) projecting said second portion of said rigid dowel plate outwardly from said upright edge of said first concrete slab into the region wherein the second concrete slab is to be poured,f) pouring wet concrete adjacent said first concrete slab into said region where said second concrete slab is poured,g) allowing said wet concrete to harden in place adjacent said first concrete slab, said hardened concrete slabs substantially overcoming internal stresses for avoiding stress relief cracks in said first and second concrete slabs.
3 Assignments
0 Petitions
Accused Products
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.
45 Citations
13 Claims
-
1. A method for transferring loads between first and second cast-in-place, substantially horizontal concrete slabs for substantially overcoming stresses in said slabs to avoid stress relief cracks therein, said method comprising the steps of:
-
a) providing a first hardened and preexisting concrete slab having an exposed substantially upright edge with upper and lower surfaces, b) cutting a substantially transverse slot of a predetermined shape at said edge and into said first concrete slab, said slot being intermediate said upper and lower surfaces of said first concrete slab, c) providing a rigid dowel plate having unitary first and second portions, said first portion of said dowel plate being sized and shaped to be received within said slot, d) inserting said first portion of said dowel plate into said slot, e) projecting said second portion of said rigid dowel plate outwardly from said upright edge of said first concrete slab into the region wherein the second concrete slab is to be poured, f) pouring wet concrete adjacent said first concrete slab into said region where said second concrete slab is poured, g) allowing said wet concrete to harden in place adjacent said first concrete slab, said hardened concrete slabs substantially overcoming internal stresses for avoiding stress relief cracks in said first and second concrete slabs. - View Dependent Claims (2, 3, 4, 5, 6, 7, 8, 9)
-
-
10. A method of preparing a first concrete slab for receiving multiple planar dowels therein prior to pouring a second concrete slab adjacent to said first concrete slab, said method comprising the steps of:
-
a) providing a first hardened and preexisting concrete slab having upper and lower surfaces and an exposed substantially upright edge between said upper and lower surface, b) cutting multiple laterally aligned transverse slots of a substantially uniform size and shape into said first concrete slab at a position intermediate said upper and lower surfaces in predetermined longitudinally aligned intervals along said upright edge, c) providing multiple planar dowels each with first and second portions, said first portions of each of said dowels being sized and shaped to be received within each of said slots, d) inserting said first portions of said planar dowels into said longitudinally aligned slots, and e) projecting said second portions of said planar dowels laterally outwardly from said upright edge of said first concrete slab and into the region where said second concrete slab is to be poured. - View Dependent Claims (11, 12, 13)
-
Specification