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1930s house, mortar is falling out like sand under DPC!!
This Forum is for all questions relating to Rising damp, Penetrating Damp, Basement Drainage, Cracked Masonry and Wall tie replacement.
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1930s house, mortar is falling out like sand under DPC!!
Thanks for reading!
We have a half head height space under the house I have started using for storage. The wall along the back of the house under the DPC level has worried me for some time. The mortar between the bricks is/has been falling out, just like sand.
Two or 3 years ago we had cracks at the back of the house dealt with via the insurance company who treated it as subsidence due to tree roots and we had trees cut down in the back garden. I understand the insurance chap went under the house and spotted no problems.
I suspect the issue with the mortar is due to damp from an overflow which had been left for some time but now sorted and poor quality mortar.
My elderly parents own the house and really don't want to know, they just want a quiet life.
A builder chap told me to just re-point it. So my question is, is he right or should I push my parents to agree to get the insurance people to look at it?
opinions appreciated!
We have a half head height space under the house I have started using for storage. The wall along the back of the house under the DPC level has worried me for some time. The mortar between the bricks is/has been falling out, just like sand.
Two or 3 years ago we had cracks at the back of the house dealt with via the insurance company who treated it as subsidence due to tree roots and we had trees cut down in the back garden. I understand the insurance chap went under the house and spotted no problems.
I suspect the issue with the mortar is due to damp from an overflow which had been left for some time but now sorted and poor quality mortar.
My elderly parents own the house and really don't want to know, they just want a quiet life.
A builder chap told me to just re-point it. So my question is, is he right or should I push my parents to agree to get the insurance people to look at it?
opinions appreciated!
justmerob
Gadget
leebwk
vespa
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thanks very much for replies, appreciated
yeah, i was thinking of a rich 1:3 or 1:4 mix.
i worry that if i rake out too much it could cause things to start moving, with the weight of the house above. maybe i should do it a section a day or something?
and spray the dusty bricks with water so the new cement forms a good bond?
yeah, i was thinking of a rich 1:3 or 1:4 mix.
i worry that if i rake out too much it could cause things to start moving, with the weight of the house above. maybe i should do it a section a day or something?
and spray the dusty bricks with water so the new cement forms a good bond?
justmerob
Gadget
justmerob
1 lime, 1 cement ans 4 sand. The lime will help with water run offjustmerob wrote:thanks very much for replies, appreciated
yeah, i was thinking of a rich 1:3 or 1:4 mix.
i worry that if i rake out too much it could cause things to start moving, with the weight of the house above. maybe i should do it a section a day or something?
and spray the dusty bricks with water so the new cement forms a good bond?

vespa
justmerob
you still get water run off under a house/cellar etc. Lime soaks in water and allows it to evaporate, it breaths. So in a damper enviropment lime would be the way to go...justmerob wrote:its on the inside face of the wall, so I like to think water run off won't be an issue :)
Thanks guys for your comments, genuinely appreciated,

vespa
justmerob
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I think you will find that all work below DPC used to be 3:1 with no additive and certainly not 1 lime per gaugevespa wrote:1:1:4 mix..? I do believe the mortar shouldn't be stronger than the bricks..?leebwk wrote:Hi,
Re-pointing is the only thing you can do and this will be more than adequate, make sure it is well raked out ie 25mm depth and pointed with a strong 3:1 mix everything will be fine
A small amount of plasticiser is acceptable
If you think nobody cares, try missing a couple of payments..
leebwk
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I think you will find that all work below DPC used to be 3:1 with no additive and certainly not 1 lime per gaugevespa wrote:1:1:4 mix..? I do believe the mortar shouldn't be stronger than the bricks..?leebwk wrote:Hi,
Re-pointing is the only thing you can do and this will be more than adequate, make sure it is well raked out ie 25mm depth and pointed with a strong 3:1 mix everything will be fine
A small amount of plasticiser is acceptable
If you think nobody cares, try missing a couple of payments..
leebwk
In the 1930s DPC was in the main engineering bricks... Lime IS a plasticiser...leebwk wrote:I think you will find that all work below DPC used to be 3:1 with no additive and certainly not 1 lime per gaugevespa wrote:1:1:4 mix..? I do believe the mortar shouldn't be stronger than the bricks..?leebwk wrote:Hi,
Re-pointing is the only thing you can do and this will be more than adequate, make sure it is well raked out ie 25mm depth and pointed with a strong 3:1 mix everything will be fine
A small amount of plasticiser is acceptable
"The glazed bricks were also called engineering bricks in the 1930’s. These glazed or very high-fired
bricks have a matrix that is almost glass, resulting in almost no open porosity and permeability in order
to prevent rising damp"
http://209.85.229.132/search?q=cache:ZQ ... =firefox-a
This link may help.
http://www.ibstock.com/pdfs/get-it-righ ... right7.pdf
vespa
justmerob
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