Structural · S-5RHQS

Typical Concrete Tilt-Up Panel Corner Joint

Materials

Concrete Steel

Elements

Roofs Decks Arches Anchors / Embeds

Connections

Embed Plate

About this detail

A typical corner joint condition between concrete tilt-up wall panels. Adjacent panels connect using an L3x3x3/8 by zero-foot-ten-inch structural steel angle and a three-eighths-inch by six-inch by one-foot-zero-inch embed plate equipped with two three-quarter-inch-diameter by zero-foot-five-inch HSA anchors and two half-inch-diameter by twenty-four-inch deformed bar anchors. Plates are located at the top and mid-height at panel corners, with the top embed positioned below the roof deck. Vertical and horizontal concrete tilt-up panel reinforcement is provided per elevations, and a typical three-sixteenths-inch fillet weld connects the steel components. The joint gap is dimensioned at six inches with sealant details coordinated per architectural drawings.

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