Structural · S-HS2RW

Precast Concrete Panel Corner Joint and Embed Details

Materials

Concrete Reinforced Concrete

Elements

Anchors / Embeds Connections / Plates Reinforcing

Connections

Welded Connection Embed Plate

About this detail

Precast concrete panels meet at a corner joint featuring a half-inch to three-quarter-inch joint gap and typical half-inch chamfers at the outside edges. Interior panel edges are tooled to a maximum of three-quarters of an inch and a minimum of half an inch. Embed 'B' is tied across the joint with a three-eighth-inch by four-inch by two-foot plate welded on each side with quarter-inch fillet welds. Three distinct embed assemblies are detailed: Embed 'A' with a half-inch by six-inch by three-foot plate and two number five reinforcing bars at four-inch gauge, Embed 'B' with a two-by-two by five-sixteenths angle by six inches and two number five reinforcing bars at four-inch gauge, and Embed 'C' with a half-inch by nine-inch by three-foot plate and two number five reinforcing bars at six-inch gauge. All reinforcing bars conform to ASTM A706 specification. Connections are spaced at forty-eight inches on center maximum, with placement required twelve inches above finished floor and one foot below ledger.

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