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A Quarterly Magazine for the Masonry Preservationist

Traditional Masonry Archives

 
 
WINTER 1999
Traditional Masonry, Winter 1999

Contents for this issue

 
 
SUMMER '06 ISSUE FEATURES
Salvaging & Repairing Historic Brick
Lime Putty Mortar
Workforce & Training
Tools & Equpment:
Scaffolds/Lifts
Technique:
Refacing Stone
Industry News
 
 
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Use of Mortar in Traditional Building

Paradox of Strength Through Weakness
by Rob Harpley

Why use a mortar that is weak, flexible and vapor permeable? Because that was, and still should be the method of construction in traditional buildings. A singlesolid, thick wall standing on very shallow, often rudimentary foundations is bound to move as it, and the ground it stands on, expand and contract in response to variations in humidity and temperature throughout the year.

Thus, the mortar and render must not only allow movement but also the moisture, which inevitably will enter through the minute cracks generated, to exit the structure, lime mortars and renders have been rediscovered as perfect for this purpose.

The modern obsession with cube tests and crushing strengths is a product of the totally different mode of building.

While strong mortars are absolutely essential in post-war construction with their deep concrete foundations, damp courses and double-skin walls, extra strength in old buildings, except in very exposed positions (copings, chimneys etc..) is actually detrimental.

Whether the alumino-silicates in cement that cause it to set are more harmful than those in hydraulic lime is a separate question. Both are harder and have allowed lime content than pure lime putty. They thus allow less movement and less vapor transfer.

Traditionally, in Britain, the first job on a building site, especially an important one like a church or cathedral, was to dig a pit in which the lime was slaked so the resultant putty would have time to mature.

This makes it very unlikely that the limes used were hydraulic, since by definition they set under water. Today it is impossible with a dry powdered product, either hydrate of hydraulic, to attain the same plasticity which gives a proper lime putty its fantastic bonding ability.

Even if the original mortar contained added strength, the structure has, by now, been exposed to the processes of decay and can be seriously weakened.

If a replacement mortar or render is stronger than the actual fabric of the building then vapor transfer and its attendant damage will eventually start to break down the brick or stone.

Specialist restoration companies understand these problems and have trained craftspeople, skilled in the use of the most appropriate solutions. However, there is a danger that less qualified people will use hydraulic limes in more places than actually needed, merely because they are more like what they are familiar with; ie. cement.

The preservation of our historic buildings should not be put at risk for the ease of the unskilled builders; or engineers not versed in this area who try to impose completely inappropriate parameters; or gullible specifiers who believe it possible to have all the advantages of lime and of cement, too.

It is paradox, but a real lime mortar's strength is its relative weakness - that and being cheaper, of course.

Submitted by Rob Harpley, Bleaklow Industries LTD., Hassop Avenue, Hassop, Derbyshire DE45 INS

TM

 
 

Published by Professional Trade Publications. Publishers of Concrete Decor and PaintPRO Magazines.

 
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