Why does a porcelain tile appear clean after removal with PEGOLAND DOS, PEGOLAND DOS PLUS, PEGOLAND FLEX or PEGOLAND SUPERFLEX?
This is normal. Porcelain tiles have very low absorption, so chemical adhesion (not mechanical) is used. C2 PEGOLAND range contains high-resin content for this purpose.
The tile appears clean because the adhesive doesn’t penetrate it, it bonds chemically on the surface, ensuring a strong hold despite the clean appearance.
Why not apply mortar below 5°C or above 35°C?
Below 5°C:
Water in the mortar may freeze, disrupting hydration and causing poor setting, cracks, and weak mortar.
Cement setting slows, reducing final strength.
Above 35°C:
Water evaporates too quickly, leading to insufficient hydration, weak bonding, and cracking.
Best practices:
Work early in the morning or late afternoon on hot days.
Shade sun-exposed facades with awnings.
Why use smaller panels for large ceramic tiles?
Ceramic and substrate materials expand and contract differently with temperature changes. To accommodate this, expansion joints filled with MORCEMCOLOR grout are used.
For large surfaces or exterior walls, larger joints filled with elastic sealants like PUMALASTIC are needed. The larger the tile, the fewer the joints—so more expansion joints are required to prevent cracking.
Difference between Morcemsec and Morcemdur mortars
The main difference lies in their classification under EN 998-1:
Morcemsec: General-purpose (GP) or colored (CR) rendering mortar
Morcemdur: One-coat (OC) mortar with higher performance requirements
Morcemdur must pass additional tests:
Adhesion after freeze-thaw cycles
Water permeability after freeze-thaw cycles
These tests demonstrate Morcemdur’s superior durability, achieved through added resins, lightweight aggregates, and fiber reinforcement.
Advantages of industrial mortar vs. traditional site-mixed mortar
Traditional mortar is mixed on-site from individual components (cement, sand, etc.). Industrial mortar is pre-mixed in a factory, either as dry mix (to be mixed with water) or wet mix (ready to apply).
According to EN 998-1, the advantages of industrial mortar include:
Product consistency: Factory dosing ensures precise proportions, eliminating human error.
Raw material control: Internal lab testing ensures consistent quality.
Labor savings: Fewer workers are needed since mixing is simplified.
Faster execution: Especially when using projection machines.
Simplified logistics: One supplier instead of many, reducing delays and administrative complexity.
Why must rainwater resistant plaster be at least 1 cm thick?
To waterproof a facade using cement-based mortar, the mortar must contain water-repellent additives to reduce capillary water absorption. According to UNE-EN 998-1, mortars are classified as:
W0: No specified values
W1: ≤ 0.40 kg/m²·min^0.5
W2: ≤ 0.20 kg/m²·min^0.5
For interior or lightly exposed walls, W0 and W1 may suffice.
For facades and exterior walls, W2 mortars are recommended for rainwater resistance. To achieve this, a minimum thickness of 1 cm is required to ensure the necessary concentration of water-repellent additives per square meter.
Why use a primer on smooth concrete?
Smooth concrete has a vitrified, low-porosity surface that prevents proper adhesion of cement-based mortars, which rely on mechanical bonding.
Therefore, a bonding primer is essential. It typically contains resins for chemical adhesion and mineral fillers to increase surface roughness, ensuring proper bonding of coatings on non-absorbent surfaces like smooth concrete.
What is the declaration of performance (DoP)?
The Declaration of Performance (DoP) is a legal document that must be publicly available. It identifies the product, its intended use, and its declared performance—such as for mortar—if the product is covered by a harmonized European standard (hEN) or a European Technical Assessment (ETA).
These declarations are usually validated by an independent body, though some products only require internal quality control documentation per European standards.
By issuing a DoP, the manufacturer assumes full responsibility for the product’s compliance with the declared performance.
Why is passivation important?
Passivation is the corrosion protection provided by concrete to steel reinforcement due to its alkalinity. However, this alkalinity decreases over time due to carbonation, a reaction between atmospheric CO₂ and concrete. Carbonation accelerates in porous concrete or when the protective concrete cover is less than 2 cm.
Carbonated concrete offers no protection, and in the presence of moisture, the steel reinforcement rusts. Rust expands, causing the concrete to crack and detach.
Why are gypsum and cement incompatible?
Gypsum and cement are often considered "false friends": they seem compatible at first but become incompatible over time.
Gypsum, is a component of Portland cement. When mixed with water, it forms ettringite, which gives the cement paste its plasticity and controls setting time and hardness development. Primary ettringite forms during the first hours of hydration and up to about 28 days. Secondary ettringite, with the same chemical composition, forms after the cement has fully hardened (post-28 days).
A common scenario is applying cement-based mortar over gypsum plaster (or vice versa). When water reactivates the cement in contact with gypsum, secondary ettringite forms, causing expansion due to chemical incompatibility. This leads to the formation of expansive salts and ultimately the disintegration of the mortar.
Efflorescence: what is it, how to prevent and treat it?
One of the most common issues affecting facades is efflorescence. These are irregular white stains that appear on surfaces exposed to moisture. When the surface dries and the water evaporates, some of the soluble salts present in the water crystallize, causing efflorescence to appear.
The main causes of this problem are rainfall and excessive humidity. Therefore, protecting surfaces from these factors is essential to prevent and treat efflorescence stains.
Causes and types of efflorescence.
Efflorescence, also known as saltpeter or alkalinity, is not only an aesthetic issue but can also pose a risk to the substrate it affects, as it can cause significant deterioration. This condition typically appears on concrete, brick, and stone surfaces. Key contributing factors include:
Highly porous construction materials containing soluble salts
Weather conditions such as rain and low temperatures
Moisture from capillary rise or condensation
There are two types of efflorescence:
Primary efflorescence: Occurs on newly completed construction sites due to moisture. Although usually unavoidable, it tends to disappear shortly after without leaving a trace.
Secondary efflorescence: Appears in older buildings due to poor construction or unsuitable materials. It can also result from high porosity or moisture, as previously mentioned.
How to prevent and treat efflorescence.
This troublesome condition can be prevented in several ways. For new constructions, special care must be taken in selecting appropriate materials. Avoid using hard water and highly alkaline mortars. It’s also crucial to respect the drying times of each material used.
For existing surfaces, controlling moisture is essential. As noted, both condensation and capillary rise can cause efflorescence. Each must be addressed differently:
For condensation, apply a thermal insulation system.
For capillary rise, structural improvements are needed, as the moisture originates from the ground.
If efflorescence stains have already appeared, the main step is to clean the surface and then apply a new protective layer. The simplest method is using pressurized water and a brush, though sometimes a specialized cleaner is required. After cleaning, allow the surface to dry completely to prevent recurrence.
To complete the process and prevent future stains, it’s advisable to apply an additional protective product like ANTISALMOR, a water-based additive designed to eliminate and prevent efflorescence caused by saltpeter on common construction surfaces such as mortar, concrete, brick, reinforced concrete, and natural stone. It penetrates deeply and dissolves salt effectively, preventing crystallization on the treated surface. It is transparent, colorless, and capable of binding loose or poorly adhering particles.
The resistance of a hardened mortar surface to wear by mechanical action. (ISO 7784-2). (EN 12808-2 Grouts for tiles). 0500101
Additive
A finely divided inorganic material that may be added to mortar in order to improve or achieve special properties. (EN 13318, EN 998). 0300101
Adhesion failure
Failure occurring at the interface between mortar and substrate or associated material. The value equals the adhesive strength.
Adhesion loss
Adhesion strength (bond strength)
The maximum adhesion strength of a mortar applied onto a substrate, which can be determined by shear or tensile strength test.
Adhesive Trowel
Admixture
Organic or inorganic material added in small quantity to modify the properties of the mortar in the fresh and/or hardened state. (EN 13318, EN 998).
Aggregate
Granular material that does not contribute to the hardening reaction of the mortar. (EN 998).
Air content
The quantity of air included in a mortar. (EN 1015-7). 0400101
Air entraining admixture
Admixture that allows a controlled quantity of small, uniformly distributed air bubbles to be incorporated in a mortar and which remain after hardening. (EN 13318).
Algae and Fungae
Anchoring mortar
A designed mortar for fixing and anchoring materials. Il can be cement or reaction resin based. (EN 1504-1). 0200101
Basecoat mortar for ETICS
Layer applied directly onto the background / the thermal insulation material. It contains the reinforcement. The basecoat provides most of the mechanical properties of the system.
Bedding mortar
A designed mortar used for grouting to bed machines, etc. It can be cement or resin based. (EN 1504-1).
Bonding mortar
A mortar to produce a first bonding coat in a “multicoat” system. It is usually applied in a thin coat. 0200401
Building performance
Ability of a building to fulfil its required functions under the intended use conditions or behaviour when in use. (ISO 6707-1). 0100101
Calcium oxide, CaO
Also known as quicklime, having a chemical composition of one part calcium to one part oxygen. (GA)
Capillarity
Capacity of a mortar to absorb water not under applied pressure. There is no relation between porosity and capillarity. (EN 1015-18 – Masonry mortars). (EN 13888 – Grouts for tiles).
Casting mortar
A fluid mortar for producing pre-cast items. Used to produce statues, balustrades, cornices, slabs, flagstones, etc.
Cement
A quick-setting binder. The most common cement is Portland Cement. (EN 197).
Cementitious adhesive
A mixture of hydraulic binder(s), aggregates, polymeric agents and other organic additives used to bond materials. (EN 12004). 0200601
Cohesion failure
Failure occurring within the mortar layer (where the strength of the mortar is lower than that of the substrate), or failure occurring in the substrate (where the strength of the mortar is higher than that of the substrate).
Coloured mortar
A mortar specially coloured with a decorative function. 0100201
Compaction
Process of manual or mechanical treatment of fresh mortar which increases its density. (EN 13318).
Compressive strength
Maximum value of a mortar failure determined by exerting a force in compression. (EN 1015-11 – Masonry mortars). (EN 13888 – Grouts for tiles).
Consistency
The fluidity of a fresh mortar. (EN 1015-3 – Masonry mortars) (EN 12706 – Floor levelling mortars)
Conveyor Systems
Corner Trowels
Correction time (adjustability)
The maximum time interval during which adjustment is possible without significant loss of final strength (eg. correction of bricks or tiles after application of the mortar). (EN 1015-9 – Masonry mortars). (EN 12004 – Adhesives for Tiles).
Crack bridging
Capacity of a mortar to cover dynamic or static cracks. (EN 13318). 0100301
Cracking
Cracking is as a linear discontinuity produced by the fracture of a mortar. Cracking is the most common pathology, ranging from a thickness of several microns to a few centimetres in severe situations. Cracking can be oriented or randomized. Photo nº 2 and nº 3 were taken on the same spot, separated by 50 m. However, the results are completely different: nº 2 shows some cracking orientation, while photo nº 3 evidences a randomized cracking.
Cure
The setting and hardening process of a mix containing a cementitious binder. (GA)
Damproofing mortar (renovation mortar)
A designed mortar for use on moist walls containing water soluble salts. (EN 998-1).
De-construction
Concept of reusing existing structures to create new facilities. Deconstruction involves at least three phases either partially or fully: decommissioning (changing from an operational status to a non-operational status), dismantling, and selective disposal. 0100401
Deformability
Capacity of a hardened mortar to be deformed by stresses without destroying its structure. This characteristic can be evaluated by the modulus of elasticity which is measured in dynamic or static terms. (ISO 5271 + 2).
Delamination
The breakdown of a mortar by separation of the layers of which it is composed.
Design life
Service life intended by the designer. 0100501
Designed mortar
A mortar whose composition and manufacturing method is chosen by the producer in order to achieve specified properties m(Performance concept). (EN 998). 0100601
Dispersion adhesive
A polymer-based adhesive used for bonding materials. (EN 12004).
Dispersion based mortar
A mixture of organic binding agent(s) in the form of an aqueous polymer dispersion, organic additives and mineral aggregates and/or extenders. The mixture is ready to use. 0100701
Durability
The mortar resistance to chemical, mechanical and climatic conditions which comprise its effective life.
Efflorescence
White salts brought to the surface of porous building materials by water movement
Efflorescence
Crystallisation of salts on the surface of a mortar. (EN 13318).
Expanded clay
Lightweight granular material used for insulation purposes having a cellular structure formed by expanding clay minerals by heat. (EN ISO 9229)
External thermal insulation composite systems (ETICS)
An onsite applied system of factory made products, comprising, as a minimum, adhesive mortar and/or mechanical fixing devices, thermal insulation material, one or more layers of a base coat, reinforcement, and finishing coat. The components are inseparable.
Factory-made mortar
A mortar batched and mixed in a factory. It may be “dry”, which is ready mixed only requiring the addition of water, or “wet”, which is supplied ready to use.
Fibre Glass Mesh
Used to avoid Mortar cracking and to improve its shock resistance.
Filler
Ground limestone or other inert material, generally having at least the fineness of Portland Cement, and used to supplement the void filling ability of lean mixes. (GA)
Final coat
The final coat of a multicoat rendering or plastering system. (EN 998-1).
Finishing mortar for ETICS
A mortar consisting of mineral, organic and/or inorganic materials forming the final coat of a system.
Flexural strength
Failure stress of a mortar determined by exerting a force in flexure on three points. (EN 1015-11 – Masonry mortars). (EN 13888 – Grouts for tiles).
Floats and Plastic Trowel
Flowing screed
Screed made with self-levelling properties of a flooring mortar. (EN 13318).
Fly Ash
A very fine ash collected by the exhaust filters of boilers or furnaces, usually in the power generation industry. Such ashes have pozzolanic properties. (GA)
Fresh mortar
A mortar completely mixed and ready to use.
General purpose mortar
A mortar which satisfies general requirements, but is without special characteristics. It can be produced as prescribed and/or designed mortar. (EN 998-1). 010301
Glass fibre
Fibre manufactured as continuous filament from molten glass, normally used for reinforcement, tissue or textiles. (EN ISO 9229).
Grinning through
Due to a bad mortar and/or insufficient depth of the render, the wall elements beneath it become visible, especially in wet weather.
Grouting mortar
A fluid mortar used for grouting cavities or empty junctions between materials.
Gunite mortar
A “dry” or ”semi dry” mortar for dry spray application (Gunite technique). Used for reinforcement and related works.
Hard aggregate
Aggregate with high abrasion resistance. (EN 13318).
Hardening time
The time during which the mortar develops strength. This time generally corresponds in practice to the time after which load may be applied to the element.
Hydrated Lime, Ca(OH)2
A binder produced by burning limestone, followed by hydration of the Calcium Oxide, resulting in Calcium Hydroxide as a dry powder. (EN 459). (GA)
Hydraulic Binder
A binder which sets and develops strength by chemical reaction with water (called hydration, occurring even under water). Portland Cement is a hydraulic binder. (GA)
Hydraulic mortar
A mortar containing a mineral hydraulic binder which hardens with water.
Impermeability
Resistance of a mortar to penetration of water, under a certain pressure.
Injection mortar
A fluid and/or thixotropic designed mortar to fill cracks or cavities. Applied by injection under pressure and can be cement or reaction resin based. (EN 1504-1).
Insufficient adhesion
Some of the tiles are falling off. If not corrected, this phenomenon develops in time, due to the action of heat and rain. There are multiple causes responsible for the phenomena: Inadequate Cementitious adhesive specified Adequate Cementitious adhesive was specified, but it was poorly applied (for instance, after cessation of open time).
Levelling mortar
A designed mortar for levelling floors or screeds to obtain a flat and smooth surface. It is mainly used for flooring on horizontal surfaces. (EN 13813).
Life Cycle (LC)
Consecutive and interlinked stages in the life of the object under consideration.
Life Cycle Assessment (LCA)
Compilation and evaluation of the inputs, outputs and the potential environmental impacts of a product system throughout its life cycle.
Lightweight mortar
A designed mortar with a dry density below 1.400 kg/m3. (EN 998-1).
Limestone
Any rock or stone whose main constituents are calcium and/or magnesium carbonates.
Low Dust Mortars
A new generation of technically advanced mortars, with a significant dust reduction during pouring and mixing before application. This technique does not affect the performance of the products and is obtained using special technologies.
Masonry mortar
A mix of one or more inorganic binders, aggregates, additives and/or admixtures, used for laying masonry units. It can be a “thick” or “thin” layer. (EN 998-2).
Maturing time
The interval between the time when a mortar is mixed and the time when it is ready to use. (EN 12004)
Maturity
The degree to which Mortar has progressed towards full hydration. The rate increases with temperature and decreases if humidity falls. The rate can be altered by the presence of accelerators or retarders. (GA)
Mechanical fixing devices
Devices for mechanically securing thermal insulation boards of an ETICS to the substrate (e.g. rails or anchors). (EN 13499).
Metallic (Stainless Steel, Galvanized Steel, Aluminium) and PVC Profiles
Used on corners, providing clean edge and protection against impact.
Mineral coating mortar
A coloured factory-made mortar based on mineral binders (cement, lime, gypsum...) for the protection and decoration of vertical surfaces.
Mineral rendering/plastering mortar
A mix of one or more inorganic binders, aggregates, and sometimes admixtures and/or additives used as external renders or internal plasters. (EN 998-1)
Mineral wool
Insulation material having a woolly consistency manufactured from molten rock, slag or glass. (EN ISO 9229).
Mixer
Mixing Pump
Monolithic application
Method of application of a new layer of mortar directly onto the preceding one before the latter has finished setting. (EN 13318).
Mortar
A mix of one or more inorganic or organic binders, aggregates, fillers, additives and/or admixtures. 0101901
Multi-component mortar
A mortar with separate pre-batched components (eg. powder + liquid) to be mixed together on site.
Natural Hydraulic Lime (NHL)
A binder produced by burning a naturally occurring argillaceous limestone. It has the property of setting and hardening under water (Hydration reaction). Furthermore, carbonation occurring by reaction with atmospheric carbon dioxide, also slowly contributes to the hardening process. Artificial Hydraulic Limes (HL) and Formulated Limes (FL) are mixtures of NHL with other hydraulic or pozzolanic material, including Portland Cement. (EN 459). (GA)
One-coat mortar (Monocouche)
A designed rendering mortar applied in one coat which fulfils both the functions of weatherproofing and decorative appearance of a “multi-coat” system. It is usually coloured. (EN 998-1)
Open time
The maximum time interval for finishing after application of a mortar. (EN 1346 – Tile adhesives). (EN 12189 – Concrete repair mortars).
Paving mortar
A mortar laid under paving slabs or blocks.
Perlite
Lightweight granular material used for insulation purposes manufactured from naturally occurring volcanic rock expanded by heat to form a cellular structure. (EN ISO 9229).
Pigment
Colouring material to give colour to Mortar. It can be a dry powder or dispersed in water. (GA)
Plasticising admixture
Admixture which, without affecting the consistence, permits a reduction in water content of a mortar, or which, without affecting the water content, increases the flow, or which produces both effects simultaneously. (EN 13318)
Plugging mortar
A mortar to stop water leaks. Normally very fast setting.
Pointing mortar (or grout)
A mortar to point between masonry units or ceramic tiles. (EN 13888)
Pointing Trowel
Polymer render/plaster
Render/plaster with polymer as the principle binder.
Polymer-based coating
A coloured polymer-based dispersion mortar for protection and decoration of vertical surfaces.
Polypropylene and Glass Fibres
These fibres are mixed with Render and Plaster Mortars, together with the mixing water, to increase the flexural and impact resistances. 0601801
Porosity
Ratio between the volume of pores within the mortar and the total volume. (EN 1015-7).
Pot-life (working time)
Period of time during which, after mixing, a mortar remains suitable for use. (EN 1015-9).
Pozzolan
Material often of volcanic origin, the first known example being from Pozzuoli, Mount Vesuvius, Italy. Romans used Pozzolanas to give hydraulic properties to Mortars. It was used in classical mortars and has given its name to the generic Pozzolans. (GA)
Prebatched mortar
Constituents batched in a factory, supplied to the building site and mixed there according to the manufacturer’s specification and conditions (e.g. multi silo mortar).
Premixed lime:sand mortar
Constituents batched and mixed in a factory, supplied to the building site where further constituents specified or provided by the factory are added (e.g. Cement).
Prescribed mortar
A mortar made in pre-determined proportions, the properties of which are assumed from the stated proportion of the constituents (Recipe concept). (EN 998).
Reaction resin adhesive
A two part resin-based mortar used for bonding materials. (EN 12004, EN 1504-1).
Reaction resin mortar
A mixture of synthetic resin, mineral extenders and/or aggregates and organic additives which hardens by chemical reaction. The pre-batched components are packed ready to mix together. (EN 12004).
Reinforcement
Bars, wires, meshes or fibres added to mortars or material incorporated within a plaster/render system to improve its mechanical strength. (EN 13318, EN 13500)
Render/plaster coat
A layer applied in one or more operations or passes with the same mix, with the previous pass not being allowed to set before the next one is made (i.e. fresh on fresh). (EN 998-1).
Rendering/plastering system
A sequence of coats to be applied to a substrate which can be possibly used in conjunction with a support and/or reinforcement and/or a pre- treatment. (EN 998-1).
Repair mortar
A designed mortar for repair or replacement of defective concrete. It can be “structural” (contributing to the strength of the construction) or non-structural. (EN 1504-3)
Restoration mortar
A designed mortar for the reconstitution or repair of natural stone masonry.
Retarder
Admixture for mortar which delays the beginning of hardening. (EN 13318)
Roofing mortar
A mortar for fixing and pointing roof tiles and for related works.
Roughness
The characteristic of the texture of the mortar surface.
Rubber Mallet
Scaffolding
Scaffolding is a temporary structure used to support workers, products and equipment in the construction or repair of buildings and other structures.
Screed
Layer of mortar laid in situ, directly onto a base, bonded or unbonded, or onto an intermediate layer or insulation layer, to obtain one or more purposes: to obtain a defined level, to carry the final flooring and/or to provide a wearing surface. (EN 13318).
Screed mortar
A mortar with which to carry out floor screeding.
Self-levelling
The capacity of a fresh mortar to spread out naturally to form a flat surface.
Self-smoothing
The capacity of a liquid fresh mortar to form a smooth surface itself.
Semi-finished factory-made mortar
Prebatched mortar or premixed lime-sand- mortar.
Service life
Period of time after installation during which a building or an assembled system meets or exceeds the technical and functional requirements.
Service Life Planning
The objective of service life planning is to assure, as far as possible, that the estimated service life of the building or component will be at least as long as its design life.
Setting time
The time after which the mortar begins to harden. After this time the mortar is normally stable in the presence of water. (EN 1015-4).
Shear strength
Strength determined by a force exerted in parallel. (EN 1322 – Dispersion and reaction resin adhesives). (EN 12615 – Concrete repair mortars).
Shelf life
The time of storage under stated conditions during which a mortar may be expected to retain its intended working properties. (EN 12004).
Shrinkage
Volume reduction of an unrestrained mortar during hardening. (EN 12808-4 – Grouts for tiles)
Shrinkage cracking
Cracking due to the shrinking of Portland Cement. This may be related to an excess of Portland Cement in the Mortar
Silicate render/plaster
Mineral render/plaster with potassium silicate as the principal binder. It hardens by evaporation of the water and solidifies under the action of carbon dioxide from the air.
Silo Mixing Pump
Silo Placing Unit
Silos
Site-made mortar
A mortar composed of primary constituents (e.g. binder, aggregates, water) batched and mixed on the building site.
Slipperiness
Capacity of a floor wearing surface to provide friction to resist slipping by foot or wheeled traffic. (EN 13318).
Smoothing mortar
A designed mortar for the finishing of a substrate to obtain a plane and smooth surface. It is used for walls and ceilings.
Soffit
The exposed horizontal under surface of a part of a building. (EN 13499).
Sponge Floats
Substrate
Surface to which the mortar (mineral or organic renders or paint coatings) is applied.
Superplasticiser
Admixture which, without affecting the consistency, permits a high reduction in the water content of a mortar, or which, without affecting the water content, increases the flow or which produces both effects simultaneously. (EN 13318)
Support
Material used to support the render/plaster so that it is largely independent of the substrate. (For instance, a mesh fixed to a concrete substrate.)
Surface hardness
The resistance of the surface of a hardened mortar to indentation by a loaded steel ball.
Tensile strength
Resistance of a mortar surface, to resist a tensile force, applied perpendicular to the mortar surface. (EN 1348 – Cementitious adhesives). (EN 1015-12 – Rendering/plastering mortars). (EN 12636 – Concrete repair mortars).
Thermal conductivity
The value (λ) of a mortar in the dry state. The λ-value is related to the density of the hardened mortar. (EN 1745).
Thermal insulating mortar
A designed mortar with specific thermal insulating properties. (EN 998-1).
Thermal insulation adhesive
Material for bonding the thermal insulation material of an ETICS to the substrate. (EN 13500). 0302601
Thermal insulation material
Material which is intended to reduce heat transfer and which derives its insulation properties from its chemical nature and/or its physical structure. (EN ISO 9229).
Thin layer masonry mortar
A designed masonry mortar for use in joints between 1 mm and 3 mm thick. (EN 998-2).
Thixotropy
The change of consistency of a fresh mortar when energy is applied as for example by stirring or shaking.
Tile Spacers
Toothed Scrapper
Transverse deformation
Deflection recorded at the centre of a mortar, when a beam is subjected to three points loading. (EN 12002 – Cementitious adhesives and grouts for tiles).
Undercoat
The lower coat (or coats) of a system. (EN 998-1). 0103501
Undercoat mortar
The lower coat(s) of a rendering/plastering “multi-coat” system. It is normally covered with a final coat. (EN 998-1).
Vermiculite
Insulation material which results from expanding or exfoliating a natural micaceous mineral by heating. (EN ISO 9229). 0302801
Water retentivity
The ability of a fresh [hydraulic] mortar to retain its mixing water when exposed to substrate suction. (EN 1015-8).
Water vapour permeance
Water vapour passing per unit area of mortar, under steady state conditions, per unit difference in water vapour pressure. (EN 1015-19). 0501901
Waterproofing mortar
A designed mortar which prevents water penetration in a substrate, under a stated pressure.
Weatherproofing mortar
A mortar which resists rain penetration and protects the substrate from weather. (e.g. external rendering and one-coat mortars are weatherproof). 0203501
Wetting capability
The ability of a fresh mortar to wet the substrate or an associated material to facilitate its adhesion. (EN 1347).
Workability
The sum of the application properties of a mortar which give its suitability (the ease with which a mortar may be used). (EN 1015-9). 0401901
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