Description

The column tie saves time by eliminating the traditional process of site drilling and bolting frame cramps when fixing masonry to steelwork. The column tie allows for variations in coursing and use on a range of steel columns.

The column tie flange must enter the notch in the tie not less than 10mm (it is important to not force the tie on to the flange). The column tie provides restraint between the inner and outer leaves of masonry cavity walls.