Re: Canberra - my first oven, help
Always, its just a surface tension breaker and helps keep the water in solution with the sand and cement, without it the water starts to bleed out after a few minutes and rise to the surface resulting in the top portion of mortar being wet and the bottom being dry.
I have worked with lots of other brickies who refuse to use it for some reason, they all quote the AS 3700 for Brickwork as being the reason, they obviously dont own a copy (at $200 per copy Im not surprised) as Ive re-read it time and time again but have failed to find the reference to where you cant use it.
Without plasticizer, or a drop of detergent the mortar with require constant knocking up, even more so if it is hot or a wind is blowing, why the other brickies insist on making extra work for themselves has me baffled (which isnt hard ).
Excess palsticizer will kill mortar in that it will over aerate it, this also makes it go off much quicker.
I havent seen any results if over aeration weakens the mortar, again lots of brickies pull figures out of a hat about it being weaker without any proof to back it up.
Edit:-
I have found a reference on page 89 of the standards that permit the use of plasticizer and workability agents.
Originally posted by david s
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I have worked with lots of other brickies who refuse to use it for some reason, they all quote the AS 3700 for Brickwork as being the reason, they obviously dont own a copy (at $200 per copy Im not surprised) as Ive re-read it time and time again but have failed to find the reference to where you cant use it.
Without plasticizer, or a drop of detergent the mortar with require constant knocking up, even more so if it is hot or a wind is blowing, why the other brickies insist on making extra work for themselves has me baffled (which isnt hard ).
Excess palsticizer will kill mortar in that it will over aerate it, this also makes it go off much quicker.
I havent seen any results if over aeration weakens the mortar, again lots of brickies pull figures out of a hat about it being weaker without any proof to back it up.
Edit:-
I have found a reference on page 89 of the standards that permit the use of plasticizer and workability agents.
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