wildehond
Structural
- Mar 24, 2006
- 54
Its standard practice to create joints in the cement render at the junctions of brickwork and reinf conc. But I have a project where the Architects are insisting, for aesthetic reasons, on not having a joint. I'm investigating reinforcing the render over the joint in order to accomodate the movement in a series of micro-cracks. The concept would be to de-bond the render from the substrate for about 5" on both sides of the joint and then to reinforce the render for another 6" beyond that. Thereby creating a total of 22" of reinforced render. (the redner is typical 3/4" thick)
Comments anyone?
Thanks
Alten Hulme
Comments anyone?
Thanks
Alten Hulme