Hello,
I'm hoping someone can advise me...
I am having a small extension built and I am in a bit of a battle with the builders as the cement between the bricks on the outside of the extension can be scraped away with gentle pressure - in places just with a rub with a finger... In less than a minute I scraped out 50 - 60mm with a blunt screw I picked off the floor that the roofers had dropped! Give me 5 minutes and I could start taking bricks out!
The builders have promised to repoint it all, but have so far just done a "patch" job and there are still lots of weak areas.
I am going to push them to repoint it all, but my concern is that even if they take out just 20mm or so, and fill it with decent cement the stuff behind will still be very weak and barely bonded to the bricks.
I strongly suspect that the cement in the blockwork is the same - crumbly, weak and barely bonded to the blocks - but that has already been covered with plasterboard so I can't be 100% sure.
I'm not an expert so can someone tell me if a simple repoint be enough to solve the problem and what are the long term implications of crumbly cement in these walls? Will the structural strength be reduced? Should building control sign it off?
Any help / advice gratefully received.
Thanks.
I'm hoping someone can advise me...
I am having a small extension built and I am in a bit of a battle with the builders as the cement between the bricks on the outside of the extension can be scraped away with gentle pressure - in places just with a rub with a finger... In less than a minute I scraped out 50 - 60mm with a blunt screw I picked off the floor that the roofers had dropped! Give me 5 minutes and I could start taking bricks out!
The builders have promised to repoint it all, but have so far just done a "patch" job and there are still lots of weak areas.
I am going to push them to repoint it all, but my concern is that even if they take out just 20mm or so, and fill it with decent cement the stuff behind will still be very weak and barely bonded to the bricks.
I strongly suspect that the cement in the blockwork is the same - crumbly, weak and barely bonded to the blocks - but that has already been covered with plasterboard so I can't be 100% sure.
I'm not an expert so can someone tell me if a simple repoint be enough to solve the problem and what are the long term implications of crumbly cement in these walls? Will the structural strength be reduced? Should building control sign it off?
Any help / advice gratefully received.
Thanks.