The ACS column tie eliminates the time consuming traditional process of site drilling and bolting frame cramps when fixing masonry to steelwork. It 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 tie will provide restraint between the inner and outer leaves of masonry cavity walls.