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HYDRAULIC MORTARS

 

According to history, around the fourth century B.C., the Greeks discovered that selected soils of volcanic origin, mixed with slaked lime, formed mortars which could harden in very humid conditions and were even water-resistant.  The Romans added to this knowledge by discovering that the Neapolitan tuff found near Pozzuola created a highly efficient hydraulic reaction, and named the mortar formed by this material “Pozzolana”.

 

When they extended their territories beyond Italy and were thus distanced from their pozzolana quarries, the Romans looked for other deposits and materials with the same characteristics.  In the Greek islands, they found the tuff of Santorini, and in the Syrian regions, pumice stone; in the north as well as in the central part of Europe, they used trass from the Rhine region (Eiffel).

 

Finally, the Romans discovered another hydraulic mortar, using a blend of lime and ground baked earth.  This mortar, now known as “Cocciopesto”, allowed the Romans to bypass natural quarries and to make hydraulic mortars anywhere in their Empire.

 

With these hydraulic mortars, the Romans created a new building technique using “Roman concrete” - a mixture of lime, pozzolana, cocciopesto and loose stones cast in wooden shuttering or encased structures.

 

Cupolas of the classical period were frequently made of concrete and here pozzolana were replaced by the lighter pumice stone, or the concrete was reinforced using stacked hollow bricks or tubes to produce a lighter structure.

Although Vitruvius has passed down information to us on these materials and techniques, of which knowledge existed in the Middle Ages, they disappeared until the 18th century, as their hydraulic components could not be found.  Only the use of hollow bricks was to continue, where the mixture was often empirical and of dubious quality.

 

Frequently, as early as, and certainly after, the Roman period, it can be seen from the different uses and buildings that there was perfect knowledge of a hydraulic binder made up from marly or clay ridden limestone. This product is now known as natural hydraulic lime.

  

MODERN MORTARS

In the post-war reconstruction period, the use of Portland cement in construction increased, progressively replacing lime, which, until then, had been the basic element of building technology. The expanding use of this new binder satisfied all the criteria required in the building sector which was being transformed from a craft activity into a commercial industry. As the use of cement developed and its performance characteristics increasingly met the demand for production volume with shorter setting times, the ability of craftsmen to make and apply the traditional products faded and became almost obsolete.

 

This evolution of cement caused a drastic reversal of concepts in that a mixture of cement and sand is now known as “traditional mortar”, although this “tradition” is little more than a process adopted in post war years to satisfy the demand for mass building.

 

The failures that have been caused by this flawed concept in post war years to satisfy the demand for mass building, led to the search for alternative solutions.  Technicians recognise the need to follow the old recipes of the past, while adapting everything to fit the modern approach and fall in line with the needs of work on an industrialised site.

 

Fortunately the old skills have survived, as have documents that detail how to produce traditional lime mortars. 

A combination of these can help to bridge the gap following the demise of the craftsman’s knowledge in the use of natural products.

Unilit Lime products have been conceived for the restoration market by the considered evaluation of a modern manufacturing process to produce traditional restoration products.

 

HYDRAULIC LIME

 

Pliny informed us that certain bituminous rocks, when subjected to burning, turned into water-resistant lime. Vitruvius confirms this, but attributes the characteristic of these “pebbles” to the fact that they are mixed with pozzolana tuff.

 

In the Middle Ages, it is known that certain impure limestones from specific quarries were used to produce limes, which had to be slaked on use because they hardened fast and set under water.

 

Among the many authors of treatises in the Renaissance, Palladio mentions these characteristics in connection with certain limes originating from the “Colli Eurganei”. The study of hydraulic lime predominantly took place during the second half of the eighteenth century, when burning selected argillaceous limestones, known as “septaria”, at approximately 800oC produced a hydraulic lime known as “Roman cement”.

 

In the 19th century, Smeaton, Forst and Vicat produced a lime whose characteristics they were to define, by burning marls; this lime became known as “natural hydraulic lime” to distinguish it from the lime which was then produced using Portland cement by-products. The latter became known as “mainly hydraulic lime”, but is very different from natural lime, as it behaves chemically and physically like Portland cement.

 

Finally, the progress of technology has led to the production of an “artificial” hydraulic lime, produced by mixing limestone and clay before burning.  It can be claimed to have the same characteristics as natural lime, although the manufacturers do not always follow the procedure, and are inclined to mix after burning.

  

NATURAL HYDRAULIC LIME

 

Natural hydraulic lime is produced by burning marly limestone at between 800o and 1000oC.  At these temperatures, the formation of calcium silicates, aluminates and ferro-aluminates can be noted.

 

However, the temperature does not release other salts, and the behaviour in the setting phase is the same as for lime.  This is important for the elasticity of the mortars and their porosity, although natural hydraulic limes are stronger than air-slaked lime mortars and are unaffected by humidity before final carbonisation.

 

Natural hydraulic lime is therefore a substitute compatible with air-slaked lime, both for the refurbishment and strengthening of historic buildings.

Their fast setting characteristics tolerates the aggression of the modern-day acid atmosphere, and their porosity prevents the formation of salts in old, contaminated walls.

  

SAN ROMEDIO HYDRAULIC LIME

 

Natural hydraulic lime has been produced in the San Romedio Mines since the last century. This lime pit was acquired in the early 20th century by the company Tassullo S.p.A and grew to commercial viability in achieving its present-day quality level due to the group’s technological innovation and development.

 

In depth knowledge of the chemical and physical aspects of hydraulic lime has been gained using the company’s modern laboratory facilities, with more advanced research geared to enhancing characteristics of a product on the basis of quality and consistent performance.

 

From the chemical viewpoint, natural hydraulic lime, used in the composition of renders and “small concretes” is a bicalcic silicate.  This special binder, of a hydraulic nature, does not suffer from the presence of damp or water in the walls, but thrives on it to produce a set.

 

The binder is produced by the burning at low temperature of special marls extracted from deposits, which are geologically identified.  After burning, the product is partially slaked, finely milled and ground to obtain extremely porous grains of high specific surface.

 

The lime content resultant can, if necessary, be enriched with silicates by adding pozzolana.

  

THE PRODUCTS

 

In the composition of mortars and renders, inert quarry materials obtained from siliceous rocks are selected according to their degree of purity and compatibility with the binder.

 

The products obtained have the following characteristics :

·      optimum inert material / binder ratio

·      appropriate variable grading curve

·      controlled degree of plasticity

·      low elastic modulus

·      low hydro-soluble salts content

 

In terms of performance, this creates consistent quality from the outset, the elimination of any failures arising from the use of unsuitable inert materials (stability of dimensions, hollowness, cracking) and ease of application so that special application skills are not required.

 

UNILIT - HD System offers a complete range of insulating, strengthening and stabilising products based on natural hydraulic lime, using the characteristics of this binder (for each type of structure) so that correct restoration can be carried out using traditional materials, which are also user friendly on a building site.

 

In addition, the specification evaluation should extend to the investigation of thermo-hygrometric assessment using the Glaser test, hygrometric analysis of the surfaces, determination of the quantity and type of the hygroscopic salts contained in the structure, simulation of the materials according to ancient techniques.  These are designed to assist the specifier in the refurbishment, restoration and conservation sector.

  

BIO-ECOLOGICAL CONSTRUCTION

Building well for a better life

 

The endeavours dedicated to achieving the high quality of natural hydraulic lime and its by-products could not fail to highlight the damage caused by the use of processes that are incompatible with the environment.

 

On the basis of experience acquired over a decade of marketing within Northern Europe, and to satisfy care for protection of mankind and the environment, we have produced a product range aimed at specifiers who are aware of this problem.

 

Bio-ecological architecture plays a vital role by making not only specialists, but public and private enterprise aware of the need to protect a healthy and viable planet for future generations.

 

In accordance with National and Community legislation, we must respect quality parameters both in the production cycle and in the products themselves, minimising the harmful effects while promoting the maximum degree of recycling.

We are at the forefront of production of bio-ecological mineral binders and we offer the market a constantly developing family of products.

  

THERMAL INSULATION

 

Building insulation is a major factor in energy saving. Efficient construction design is becoming of significant importance under current legislation and the developers must opt for structures that are suitable from the technical, economic and aesthetic points of view. This applies not only to new construction, but also to the growing market of remodelling and refurbishment.

Internal insulation can be selected where regular heating during a short period of the day applies as the behaviour of the structure is not altered, and if the space is heated over a regulated period.

 

Temperature + 20oC

Saturation pressure

Relative pressure

Cold bridge prevention

 

Internal insulation prevents the structure from absorbing heat and reflects the wave towards the occupants. In thermal controlled heating systems a wall mass acts as an accumulation and exchange capacitor as, during the periods when the system is turned off, the “wave return” produced by the structure, maintains the room temperature at a near-constant level. 

 

The same phenomena applies externally where in hot climates the structure absorbs less heat and abrupt temperature changes brought about by summer rains, which causes dampness, condensation and fungal attack.

 

The mineral insulation mortar Unilit 20 is designed to provide protection for the outer walls. It has a two-fold action - it provides thermal resistance to the wall fabric and stabilises the hygrometric balance, due to its high vapour permeability.

 

By this process an improvement in overall thermal performance is achieved, without modifying the external appearance and the hygrometric and physiological balance. Materials are of high quality, environmentally sensitive and easy to apply.

The natural hydraulic lime formula also makes it possible to apply UNILIT 20 to structures with special historic and architectural importance.  Restrictions imposed for the protection of architectural properties against  the use of incompatible or unsuitable technologies are met.

 

 DAMP ERADICATION

 

The discovery of dampness should be investigated as without proper analysis there is a risk that the incorrect remedy will be selected.

 

Factors that govern the performance of a structure include thickness, temperature, ventilation and transmission of heat through the structure.  All these phenomenon control the movement of vapour and thereby the structure’s ability to perform as a dry element.  This balance can be adversely affected by the incorrect specification of decorative finish, impervious sealers or cementitious renders.

 

 Speed of evaporation g/m2h

Second phase

First phase

Drying out of wall

Percentage of average humidity in volume

 

Equally drastic measures such as “forced” dehumidification will reduce the visible damage but not solve the problem.

  

HYGROSCOPIC SALTS

 

The accumulation of excess moisture behind the weathering course and subsequent evaporation lead to hygroscopic salt deposits. These increase as the cycle of crystallisation and rehydration advance, leading initially to the spalling of finishes and ultimately the background.  Many people are currently focusing on this phenomenon to provide a cure by mechanical extraction.  In so doing, they neglect to tackle the cause of the initial dampness which is critical to the long term solution.

 

Research proves there are requirements for new techniques utilising materials that combine resins with modern binders. Much research has been carried out in modern construction but not in preservation, restoration or refurbishment.

The effective compromise is found in combining modern manufacturing processes with traditional materials.  The performance of these, proven over centuries of use, will ensure the best results.

 

Natural hydraulic lime can become the vital link between the needs of the sensitive conservator with those of the modern day specifier.  Unilit is based on a specific blend of natural hydraulic lime that has historically been used for mortars and renders.  The improved setting of the product by comparison to wet lime is achieved by a combination of the extraction process, baking, hydraulicity control and the selection of compatible aggregates.

This process enables us to determine its capabilities and limitations and so ensure that the most appropriate binder is specified in all aspects of the restoration process.

  

STABILISATION AND CONSOLIDATION

 

Over recent years the demand for products for use in the consolidation of retaining walls has increased.  Several European authorities have undertaken experimental studies to increase awareness in this diverse field.

 

The aim of consolidation is to stabilise and rejuvenate weakened structures taking account of the physical and mechanical properties of the original construction.  This is achieved by using modern day lime products of comparable constituents to ensure compatibility and ease of application on old structures.

The apparent flaws in certain aspects of synthetic processes have restored faith in the value of traditional building techniques utilising lime to ensure quality and durability at a realistic cost.

From the research carried out, two processes have been demonstrated to be suitable for stabilisation and rejuvenation of aging structures.

  

SUPERFICIAL REINFORCEMENT

 

This technique is frequently adopted on structures where settlement, vibration or seismic shocks have caused damage to the fabric of historic structures.

 

By the use of wholly compatible lime products we are able to provide solutions that are both physically and aesthetically in harmony with the old structure.  Natural hydraulic lime mortar applied as a mass, without shuttering, adheres effectively to and maintains the structural integrity and vapour permeability.  Where continued movement is envisaged, stainless steel reinforcement lathing or brick mesh are incorporated to enhance stability. 

  

INJECTION

 

Consolidation or stabilisation by injection enables the equilibrium in the physical properties of the structure to be retained without affecting the performance of the structural components.  The importance of injection lies in its capacity to homogenise the structural mass without altering its physical and mechanical characteristics.  Use of synthetic injection processes where the products are stronger than the elements within which they are applied can cause structural stress and cracking.  Natural hydraulic lime is especially suitable due to its vapour permeability, mechanical resistance, excellent penetration due to its fluidity and feeble content of soluble salts. 

 

 

Arte Constructo bvba - Molenberglei 18 - B- 2627 Schelle (Belgium)

tel: +32 (0)3 880.73.73   fax: +32 (0)3 880.73.70

Info@arteconstructo.be

 

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