
Item No. 22941170
These products are designed to provide restraint in one direction and movement to allow for horizontal expansion and contraction.
The Debonding Sleeve is located over the embedment detail to allow the tie to move. Typical usages are in areas where masonry is restrained to Steelwork columns and in long spans of brickwork where movement joints are required.
These products are designed to provide restraint in one direction and movement to allow for horizontal expansion and contraction.
The Debonding Sleeve is located over the embedment detail to allow the tie to move. Typical usages are in areas where masonry is restrained to Steelwork columns and in long spans of brickwork where movement joints are required.
These products are designed to provide restraint in one direction and movement to allow for horizontal expansion and contraction.
The Debonding Sleeve is located over the embedment detail to allow the tie to move. Typical usages are in areas where masonry is restrained to Steelwork columns and in long spans of brickwork where movement joints are required.
These products are designed to provide restraint in one direction and movement to allow for horizontal expansion and contraction.
The Debonding Sleeve is located over the embedment detail to allow the tie to move. Typical usages are in areas where masonry is restrained to Steelwork columns and in long spans of brickwork where movement joints are required.
These products are designed to provide restraint in one direction and movement to allow for horizontal expansion and contraction.
The Debonding Sleeve is located over the embedment detail to allow the tie to move. Typical usages are in areas where masonry is restrained to Steelwork columns and in long spans of brickwork where movement joints are required.
These products are designed to provide restraint in one direction and movement to allow for horizontal expansion and contraction.
The Debonding Sleeve is located over the embedment detail to allow the tie to move. Typical usages are in areas where masonry is restrained to Steelwork columns and in long spans of brickwork where movement joints are required.
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