Concrete slab load transfer and connection apparatus and method of employing same
AssigneeIllinois Tool Works Inc.
InventorRobert Alan Rodden
Life of this patent
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Abstract
Various embodiments of the present disclosure provide a cast-in-place concrete slab load transfer and slab connection apparatus and method of employing same.
Claims18
A concrete slab load transfer and connection apparatus comprising:
- a first slab load transfer and connection apparatus including:
- a first plurality of load transfer dowels;
- and
- a first basket supporting the first plurality of load transfer dowels, the first basket including:
- a first lower elongated member,
- a first upper elongated member,
- a second lower elongated member, and
- a second upper elongated member;
- a second slab load transfer and connection apparatus including:
- a second plurality of load transfer dowels;
- and
- a second basket supporting the second plurality of load transfer dowels, the second basket including:
- a third lower elongated member,
- a third upper elongated member,
- a fourth lower elongated member, and
- a fourth upper elongated member;
- a first connection member;
- a second connection member;
- a first basket linkage member connecting the first connection member to the first upper elongated member;
- a second basket linkage member connecting the first connection member to the third upper elongated member;
- a third basket linkage member connecting the second connection member to the second upper elongated member;
- and
- a fourth basket linkage member connecting the second connection member to the fourth upper elongated member.
A concrete slab load transfer and connection apparatus comprising:
- a first slab load transfer and connection apparatus including:
- a first plurality of load transfer dowels;
- and
- a first basket supporting the first plurality of load transfer dowels, the first basket including:
- a first lower elongated member,
- a first upper elongated member,
- a second lower elongated member, and
- a second upper elongated member;
- a second slab load transfer and connection apparatus including:
- a second plurality of load transfer dowels;
- and
- a second basket supporting the second plurality of load transfer dowels, the second basket including:
- a third lower elongated member,
- a third upper elongated member,
- a fourth lower elongated member, and
- a fourth upper elongated member;
- a first connection member connecting the first upper elongated member to the third upper elongated member;
- and
- a second connection member connecting the second upper elongated member to the fourth upper elongated member.
A method of forming a section of a roadway or floor having (i) a first concrete slab and a second concrete slab longitudinally adjacent to the first concrete slab, and (ii) a third concrete slab and a fourth concrete slab longitudinally adjacent to the third concrete slab, wherein the first concrete slab is transversely adjacent to the third concrete slab, and wherein the second concrete slab is transversely adjacent to the fourth concrete slab, said method comprising:
- positioning a concrete slab load transfer and connection apparatus on a sub-grade at the location of the roadway or floor, the concrete slab load transfer and connection apparatus including:
- (i) a plurality of load transfer dowels,
- (ii) a basket supporting the load transfer dowels, and
- (iii) a plurality of slab connection members forming part of or connected to the basket,
- wherein the positioning includes:
- (a) positioning a plurality of the load transfer dowels at a first area where a first joint will be formed between the first concrete slab and the second concrete slab, and
- (b) positioning the slab connection members at a second area where a second joint will be formed between the first concrete slab and the third concrete slab and between the second concrete slab and the fourth concrete slab, and such that one of the slab connection members will connect the first concrete slab to the third concrete slab and one of the slab connection members will connect the second concrete slab to the fourth concrete slab;
- and
- pouring the concrete for the section of the roadway or floor and creating the first and second joints.
A method of forming a section of a roadway or floor having:
- (i) a first concrete slab and a second concrete slab longitudinally adjacent to the first concrete slab, and (ii) a third concrete slab and a fourth concrete slab longitudinally adjacent to the third concrete slab, wherein the first concrete slab is transversely adjacent to the third concrete slab, and wherein the second concrete slab is transversely adjacent to the fourth concrete slab, said method comprising:
- positioning a concrete slab load transfer and connection apparatus on a sub-grade at the location of the roadway or floor, the concrete slab load transfer and connection apparatus including:
- (i) a plurality of load transfer dowels,
- (ii) a basket supporting the load transfer dowels, and
- (iii) a plurality of slab connection members forming part of or connected to the basket,
- wherein the positioning includes:
- (a) positioning a plurality of the load transfer dowels at a first area where a first joint will be formed between the first concrete slab and the second concrete slab,
- (b) positioning a plurality of the load transfer dowels at a first area where a second joint will be formed between the third concrete slab and the fourth concrete slab,
- (c) positioning a first one of the slab connection members at a third area where a third joint will be formed between the first concrete slab and the third concrete slab such that the first one of the slab connection members will connect the first concrete slab to the third concrete slab, and
- (d) positioning a second one of the slab connection members at a fourth area where a fourth joint will be formed between the second concrete slab and the fourth concrete slab such that the second one of the slab connection members will connect the second first concrete slab to the third concrete slab to the fourth concrete slab;
- and
- pouring the concrete for the section of the roadway or floor and creating the first, second, third, and fourth joints.
Dependencies are inferred from the claim text.