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Stone Consolidation - halts decay and prolongs life
Elizabeth
Garrod
 |
Testing
samples of different consolidants at Howden Abbey, North Yorkshire.
The door surround and the pilaster provide a good example of severe
stone decay. |
Natural weathering
of stone is inevitable, but some types have a structure that makes them
more durable than others.
There are three major
causes of deterioration in natural stone; pollutants, frost and crystallisation
of soluble salts. Water penetration is the main instigator of decay, and
structure is the most important factor influencing the ability of stone
to resist decay processes.
The
Problem
To
illustrate some of the problems a stonework wall may be subjected to throughout
its lifetime, imagine the following common scenario:
There
is constant wetting and drying of the surface of a limestone wall over
the years. Gradually more of the exposed surfaces begin to erode a little.
This is natural weathering. A decade of extremely wet weather interspersed
with unusually low temperatures heightens the natural weathering. The
atmospheric pollutant, sulphur dioxide, combines with the calcium carbonate
in the stone and creates a hard gypsum layer covering the surface of the
stone. This means that moisture inside the stone cannot escape and salts
may crystallise behind this hard layer and eventually cause spalling,
which leaves a weak exposed surface, more vulnerable to natural weathering.
The owners of the building notice the problem but choose the wrong type
of treatment, perhaps a water repellent treatment that does not breathe.
It doesn't penetrate any further than the surface and the result is a
hard, impervious outer surface like the gypsum. Ultimately the same problem
arises as before; spalling occurs and weathering is accelerated.
What,
if anything, can be done for this stonework? If it is not possible to
shelter or isolate the material from the weather in some way, and continual
erosion will lead to the loss of the original, then conservation through
consolidation is the answer.
Principles
The
fundamental principle of conservation is to alleviate the problems affecting
a building or monument in a way that doesn't detract from its history
and doesn't endanger but promotes its future. This should be done, wherever
possible, with the absolute minimum of intervention and in a way that
is reversible should a better way come along in the future.
When
talking about stone consolidation it is important to be clear on the difference
between a consolidant and a preservative. The aim of a preservative is
to totally preserve the stone in whatever state of weathering it has reached
and stop all future decay; this generally means applying a coating to
the surface of the stone which totally protects it from the effects of
the atmosphere around it. Consolidation on the other hand should aim to
stabilise the friable material whilst still allowing weathering to take
place as a result of natural processes and at a natural rate. When considered
in this context, consolidation appears to agree with the principles of
conservation. However, the application of a chemical to a stone is usually
considered a more significant intervention than most. Simple mechanical
repairs and alterations such as erecting guttering to protect the stone
for example are clearly more readily reversible, and 'traditional' coatings
such as lime wash are considered to be sacrificial - that is to say that
they provide protection as they decay. Furthermore, stone can cope with
getting wet, as long as it can also get dry; it can also cope with minimal
loss around the edges: indeed some stones could have been put in certain
places purely to be sacrificial. When is it necessary to introduce such
a significant intervention and apply a chemical to stabilise the effect
of weathering?
A
thorough assessment of the damage to the stone and the examination of
all possible options, bearing conservation principles in mind, should
always precede a decision on whether to simply carry out repairs or whether
to use some form of consolidant.
The
Ideal
The
only requirement of a consolidant is to reduce the rate of decay of the
stone surface and the most successful treatments are those which least
alter the characteristics of treated stone leaving it similar to the underlying
sound stone.
The
ideal polymer for use in stone consolidation would be one that can reverse
the degradation of a stone, returning it as nearly as possible to its
original condition. In order to achieve this the treated stone should
mimic sound stone in as many characteristics as possible. Some characteristics
are, however, more important than others. The most important of these
are strength, porosity, permeability, thermal dilation and colour. Of
all the polymers, silanes seem to hold out the most promise although they
may not be suitable in every situation. The theoretical end-product of
polymerisation of the simplest silanes is silica, which is present as
a cementing mineral in many sandstones and may mimic the behaviour of
a natural cement more closely than many other polymers.
| Difficulties |
| Traditionally
waxes and linseed oil were used as water repellents but they had several
flaws: |
- there
was no possibility of deep penetration by these viscous substances;
- they
tended to discolour the surface of the stone;
- the
surface picked up dirt very easily;
- after
a longer period of exposure there could be a breakthrough of salt
efflorescence;
- generally
the water repellency of these substances caused problems. For
modern consolidant treatments these issues still remain but the
most important are depth of penetration and water repellency.
|
Depth
of Penetration
There
is agreement that treatments confined to the outer surface of stonework
are dangerous since they can result in spalling. However, there is no
agreement on what would be an appropriate depth of treatment beyond the
fact that it is obviously necessary to treat the stone deeply enough to
consolidate the full thickness of the decayed zone. It is necessary for
the consolidant to penetrate at least 25mm into the stone to reach all
areas of friable material.
Water
Repellency
Since
water plays such an important role in the decay of stonework, research
into consolidants has often focused on their ability to make stone water
repellent. However, this may prevent the harmless effects of natural weathering
as well as the more damaging ones, causing the appearance of the stone
to change.
More
seriously, if a consolidant or preservative is water repellent, not only
will the ingress of water be lessened but also water already inside the
stone will be hampered from making its way to the surface to evaporate.
The result of this can be salt crystallisation and eventually spalling.
To prevent this, the stone would have to be totally dry throughout the
period when the consolidant is being applied (almost an impossibility
in our climate) to be certain that no moisture is trapped.
Water
repellents are usually marketed as being vapour permeable, suggesting
that moisture will be able to escape to the surface of a wall and evaporate.
Unfortunately water ingress may continue as vapour at the surface, as
water escapes through cracks at mortar joints, as rising damp, or by transfer
from surrounding stonework, often entering the structure faster than it
can escape. Water repellents can reduce the amount of moisture in stone
but they cannot be guaranteed to exclude all moisture.
Although
opinion is divided on whether the use of water repellents can reduce stone
decay, it is clear that any material that completely blocks surface porosity
will lead to accelerated stone decay. Such materials should never be used.
Solutions
An
ambient low humidity, a dry building and a high penetration depth are
all very important in the application of a consolidant. So during the
decision-making process and before application it is necessary to investigate
the needs and condition of the building, monitor its environment and assess
the properties of the consolidant.
There
has been lots of research into consolidants over the last century to determine
colour changes, strength changes, their effect on properties of different
stone and even biological growth tests. But as yet, no one has
whole-heartedly recommended one product or indeed one type of product
as ideal for use in stone conservation.
There
are many products on the market, all with different brand names, but their
main constituents are similar and can therefore be classified into categories.
Silane-based
materials
Silane-based
materials are generally organosilicon compounds which polymerise inside
the stone. Some water is needed to aid the reaction, but the amount is
critical; a high humidity means the reaction may take place too quickly
and too much water leaves no space for the polymer to form. The end product
of polymerisation is silica, similar to the natural silica deposits which
bind many sandstones. Penetration can be quite deep but this depends greatly
on the product used and the conditions in which it is applied.
By
the production of silica there is a definite consolidating effect and
many silane-based products seem to increase the strength (flexural, compressive,
tensile etc) of damaged stone. Unfortunately, there is some colour change
with most types of silanes, although studies show that this usually lessens
after about 18 months. Porosity, water absorption and pore size distribution
have shown to be affected by the treatment, a little in some cases and
a lot in others. This influences resistance to salt crystallisation and
freeze/thaw action. Where there is a new area of stabilised decayed material,
moisture evaporation has to take place within the stone and this may lead
to salt crystallisation at the boundary between treated and non-treated
stone.
| These
are the main silane-based products and their main features: |
- tetraalkoxysilanes - have little water repellency;
- alkyl
trialkoxysilanes (such as brethane) - less consolidation, but
good water repellency;
- polysiloxanes
- flexibility and more water repellency;
- silicon
hydrides - use presents many health and safety problems;
- halogen
bearing silanes - generate damaging acids, so thought to be too
dangerous to use in conservation.
|
Organic-based
materials
SThese
products can be applied by themselves or dissolved in an appropriate solvent.
They generally have good adhesion to the substrate and are good at taking
up dimensional changes in stone (such as thermal expansion and contraction).
The disadvantage of using organic-based materials is that they can be
vulnerable to heat or ultra-violet (UV) light and generally the penetration
depth depends greatly on the ability of the solvent to carry the consolidant
into the stone and the percentage of moisture in the stone. Many products
have a very low penetration depth.
| These
are the main organic-based products and their main features: |
- acrylic consolidants - there can be some colour changes;
- vinyl
consolidants - very unstable in heat and light and tend to pick
up dirt;
- epoxies
- the treated stone will be prone to yellowing and the appearance
of a white powder;
- polyurethanes
- can alter many of the properties of the stone it is applied
to, including strength, porosity, and brittleness; sometimes having
quite a detrimental effect;
- polyesters
- have an extremely poor resistance to UV radiation and acid rain;
not ideal for stone conservation;
- perfluoropolyethers
- good water repellents, their advantage in stone conservation
is the fact that they are reversible and stable in UV light, but
they have limited cohesive properties
- fluorinated
elastomers - water absorption, vapour permeability and porosity
can be altered by them, but cohesion is good.
|
| Inorganic
treatments |
- fluorosilicates - cannot be used on limestones since they react
badly with calcium carbonate, and they are not very effective
on sandstones;
- barium-hydroxide - there is sometimes a colour change, but it
can be a very good consolidant if applied correctly and kept wet
for an accurate amount of time;
- limewater - an old product that is still in use, it is reversible
and simple to use .
|
Surface
coatings
Lime
treatments and shelter coatings can be applied to a surface to act as
a sacrificial layer after repairs and treatment have taken place. They
should be breathable and can be colour tinted to match the weathered stone.
Shelter
coats are ideal in extreme environments since they provide a sacrificial
layer designed to weather and protect the underlying stone, therefore
halting decay and prolonging life. It is essential to keep shelter coatings
in good repair with regular maintenance.
The
Future
Current
research, mainly centred on the properties of each type of consolidant,
is largely being done in the laboratory, although these tests often give
different results to those performed on actual buildings. Nevertheless,
most non-proprietary research concludes that there is no ideal consolidant
for use on historic stonework, confirming comments made 80 years ago;
either some discoloration of the stone is caused or the altered properties
of the stone cause additional problems. There is also little data on the
effective lifespan of treatments beyond one or two years.
For
new buildings there have been tentative suggestions of dipping building
materials into a silane-based product before building. For existing buildings,
there are different methods of application to consider. For example, if
a water repellent consolidant is applied to each stone individually and
not to the mortar in between, a good quality lime mortar could be used
sacrificially to help any water escape from the building. Alternatively
several carefully chosen stones could become sacrificial by not applying
a water repellent to them, so that any water in the structure could make
its way to them and escape. These stones may have to be monitored and
replaced on a regular basis but it may aid the rest of the building.
There
is some new research into dispersed hydrated lime in the recent RILEM
publication Historic Mortars: Characteristics and tests and more extensive
tests could certainly be very interesting (Strotmann, 1999).
Whatever
treatment is chosen, it is important not to forget the source of damp.
Most old stone buildings were built with complicated systems of water
removal in place. Over time stone gullies acting as guttering may have
eroded away and the system will begin to fail, resulting in stone decay.
With the principles of conservation uppermost in mind the best way to
consolidate the stonework of a building is to find those places where
water is causing decay and make minor repairs to the building to re-institute
its own system of water removal. Minor repairs and regular maintenance
can in themselves halt decay and prolong life.
Further
Reference
- Snethlage
R, Wendler E & Settler L; The Application of Laboratory Processes
and Studies to Real Structures. Technology and European Cultural
Heritage, Proceedings of the European Symposium, Bologna, Italy, 13-16
June 1989, (255-269) Butterworth Heinmann, 1989
- Rossi-Manaresi
R, Rattazzi A & Toniolo L; Long-term Effectiveness of Treatments
of Sandstone. ICCROM International Colloquium on methods of evaluating
products for the conservation of porous building materials in monuments,
(225-244). Rome, Italy, 19-21 June 1995
- Rossi-Manaresi
R; Effectiveness of Conservation Treatments for the Sandstone Monuments
in Bologna. International Symposium on the Conservation of Stone
II, (665-688), Bologna, Italy 27-30 October 1981
- Ciabach
J & Lukaszewicz J W; Silicone Emulsion Concentrate VP1311 as a Water
Repellent for Natural Stone, Thiel M J (Ed). Proceedings of the
International RILEM/UNESCO Congress, Conservation of Stone and Other
Materials (697-704). Paris, France 29 June - 1 July 1993, SPON, London,
1993
- Littmann
JW, Sasse HR, Wagner S & Hocker H; Development of Polymers for the
Consolidation of Natural Stone, Thiel M J (Ed). Proceedings of the
International RILEM/UNESCO Congress, Conservation of Stone and Other
Materials (681-688). Paris, France 29 June - 1 July 1993, SPON, London,
1993
- Price,
CA; Arrestment of Degradation - the preservation of natural stone.
BRE Report PD142/75, 1975
- Saleh
AS, Helmi FM, Kamal MM & El Banna A-FE; Study and Consolidation of
Sandstone: Temple of Karnak, Luxor, Egypt (37, 93-104). Studies
in Conservation, 1992
- Wheeler
GS, Fleming SA & Ebersole S; Comparative Strengthening Effect of
Several Consolidants on Wallace Sandstone and Indiana Limestone,
Delgado-Rodrigues J, Henriques F & Telmo Jeremias F (Eds). Proceedings
of the 7th International Congress on Deterioration and Conservation
of Stone (1033-1041), Lisbon Portugal 1992, Laboratorio Nacional de
Engenharia Civil, 1992
- Zinsmeister
KJH, Weiss NR & Gale FR; Laboratory Evaluation of Consolidation Treatment
of Massillon (Ohio) Sandstone. Association for Preservation Technology
Bulletin (20 (3), 35-39), 1988
- Stadtbauler
E, Lotzmann S, Meng B, Rösch H & Wendler E; On the Effectiveness
of Stone Conservation After 20 Years of Exposure - case study at Clemenswerth
Castle, NW Germany, Riederer J (Ed). Proceedings of the 8th International
Congress on deterioration and conservation of stone (1285-1296), Berlin,
Germany, 30 September - 4 October 1996
- Vallet
JM & Vergès-Belmin V; Efficacité Résiduelle Après 24 Ans de Vieillissement
Naturel de Produits de Protection à Base de "Résines Silicones" Appliqués
sur Pierres Calcaires, Riederer J (Ed). Proceedings of the 8th International
Congress on deterioration and conservation of stone (1297-1308), Berlin,
Germany, 30 September - 4 October 1996
- Strotmann
R; Dispersed Hydrated Lime: Development and Production, Techniques
and Applications, Bartos P, Groot C & Hughes J J (Eds). International
RILEM Workshop on Historic Mortars: Characteristics and Tests (407-411),
Paisley, Scotland 12-14 April 1999
- Bailey
TA and Schaffer RJ; Stone Preservation Experiments. Unpublished
BRE Note, 1964
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This
article is reproduced from The Building Conservation Directory, 2001
Author
Elizabeth Garrod has a BSc in Heritage Conservation and has worked at BRE for the last three years. Recently she has been involved in projects investigating lime mortars for English Heritage and extensively testing the properties of limestones and sandstones from quarries all over the UK.
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