Structural · S-FEJ2T

Pour Strip Detail

Materials

Concrete Reinforced Concrete

Elements

Expansion / Control Joints Anchors / Embeds Reinforcing

Connections

Base Plate / Anchorage Rebar Splice / Development

About this detail

A post-tensioned concrete pour strip incorporates encapsulated anchorages designed by others flanked by construction joints. Two continuous number four minimum confinement bars and a post-tensioning tendon per plan run into the anchorage zone, supplemented by number three hairpins per detail. The pour strip contains four continuous number four bars top and bottom along with number five bars at thirteen feet long spaced at one foot on center top and bottom on each side throughout the pour strip length. To avoid interference with the jacking of tendons, Richmond dowel bar substitutions in a number five size are used instead of rebar. A continuous keyway runs between anchorages, and construction joints are coated with a structural epoxy bonding agent immediately prior to placing the pour strip. Both construction joints feature a half-inch by one-and-one-eighth-inch slot with a foam backer bar and sealant, finished with one-eighth-inch tooled radius corners, requiring submission of the sealant product for review.

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