RDP para adesivos para placas de lã de rocha

On a high-rise exterior wall, the adhesive layer between a reinforced concrete shear wall and a lamella rock wool insulation board must survive wind suction, differential thermal movement, and repeated condensation-drying cycles. A typical dry-mix formulation uses CEM I 42.5 R at 320–380 kg/t, graded siliceous sand 0.1–0.5 mm at 550–650 kg/t, limestone filler 20–60 kg/t, cellulose ether at 2.0–3.5 kg/t, and a vinyl acetate-ethylene redispersible polymer powder at 2.5–4.0 wt% of total dry mortar. The polymer-to-cement ratio by mass falls between 0.06 and 0.12; lower polymer levels do not bridge the large difference in elastic modulus between hydrated cement and mineral wool fibres, while higher levels reduce compressive strength below the on-site walkability threshold and increase tack that causes roller fouling. In the wet cement pore solution, the polyvinyl alcohol protective colloid of the redispersible powder dissolves, releasing the polymer particles, and those particles coalesce around the rock wool fibres as free water is consumed by hydration and evaporation. Water is added at 20–24 kg per 100 kg of dry mortar to produce a wet density of 1.45–1.60 kg/L. In a 5 m³ horizontal plough-share mixer, the dry mineral components are pre-mixed for 180 s, the polymer powder and cellulose ether are then introduced, and mixing continues for a further 120 s; adding the cellulose ether together with the initial sand and cement tends to form gel agglomerates that increase sieve residue on a 0.315 mm screen above 1.0% and produce visible lumps at the trowel edge. The mixed adhesive is applied to the concrete with a 10×10 mm notched trowel over a bond area not less than 40% for mineral wool ETICS, while the board edges are buttered to avoid open joints. Pull-off adhesion to concrete after 28 days under laboratory conditions, tested by a pull-off procedure per EN 1015-12 as referenced in ETAG 004, is not less than 0.08 MPa; on dense concrete without mechanical anchorage, failure in the mineral wool board itself is considered the qualifying mode only when the board tensile strength perpendicular to its face is below the adhesive strength. The same adhesive bond must retain at least 0.08 MPa after heat-rain and freeze-thaw cycling, which is where the film-forming VAE polymer contributes most: it forms a continuous flexible polymer phase within the cement matrix, reducing crack propagation at the adhesive-to-board boundary. The terminal product is a bonded rock wool lamella board on a shear wall, ready for basecoat embedding and render finishing.

What Changes When the Substrate Is a Galvanised Steel Duct?

Galvanised steel duct cladding imposes two constraints on the adhesive: an impermeable substrate and a zinc layer that is not stable in freshly mixed cement. The cement in the dry-mix adhesive can attack the zinc layer on EN 10346 galvanised steel when the wet adhesive remains in contact for prolonged periods, producing hydrogen at the interface and reducing pull-off strength; a polymer-rich primer or an epoxy-modified primer is therefore specified before adhesive application. The redispersible polymer type is selected with a lower glass transition temperature, typically a VAE or vinyl acetate/vinyl versatate copolymer with Tg between −10°C and 0°C, to absorb differential thermal expansion between steel and mineral wool without stress cracking. In the dry mix, the RDP dosage is raised to 3.5–5.0 wt%, and the cement content is held at 300–350 kg/t with a 0.2–0.5 mm sand grading; this produces a more deformable adhesive with a lower dynamic modulus, but the wet-state sag resistance must be compensated by a cellulose ether in the 40,000–70,000 mPa·s viscosity range. On a 2 m vertical steel duct, the adhesive is applied by a 6×6 mm notch to a full buttering bed, because partial coverage leaves air cavities that conduct smoke and moisture behind the insulation. The fire performance is governed by the rock wool board classification A1 in accordance with EN 13501-1, not by the thin organic polymer film; however, the adhesive must not contribute fuel load above the system classification limit, so the RDP dosage is kept below 5.0 wt% and the cured film content is below 2.5 kg/m² when calculated as dry organic matter. Published engineering data for pull-off of polymer-modified cement adhesives to primed galvanised steel in fire-resistance ducts is limited; qualification is normally performed on a system level in a furnace test according to EN 1366-1, with the adhesive layer evaluated indirectly for intactness and substrate adhesion after fire exposure.

Autoclaved Aerated Concrete: Capillary Suction, Open Time, and RDP Film Coalescence

Autoclaved aerated concrete masonry absorbs mixing water rapidly by capillary action, so the rock wool board adhesive must be formulated with a water-retention agent that holds free water long enough for cement hydration and for the redispersed polymer to coalesce. AAC blocks under EN 771-4 commonly have a capillary water absorption coefficient above 0.5 kg/(m²·min^0.5); if the adhesive is applied without pre-wetting or without sufficient water retention, the wet mortar loses workability within 10–15 minutes, and the polymer film forms discontinuously rather than as a flexible interpenetrating network. The recommended dry mix for AAC uses a lower cement content of 250–300 kg/t, a finer sand fraction of 0.1–0.3 mm, a methylcellulose water-retention agent at 3.0–5.0 kg/t, and a VAE RDP at 1.5–3.0 wt%. The polymer-to-cement ratio is held below 0.10 because excessive polymer can seal the AAC surface and lock in moisture, delaying setting and creating vapour pressure behind the rock wool board. The substrate is brought to a saturated surface-dry condition, then the adhesive is applied with a 10×10 mm notch; open time is checked by laying a fresh rock wool board onto the adhesive bed after 15, 20, and 30 minutes and measuring the wetting area after stripping. Under 20°C and 65% relative humidity, a formulation with adequate methylcellulose retains more than 70% of its initial wetting area after 20 minutes; in hot, dry wind above 30°C, the same parameter falls below 50% unless the board is dipped in water or the adhesive is re-trowelled. The terminal product is an externally insulated AAC wall in low-energy housing, onto which a mineral render and synthetic finish are applied.

Embedding the alkali-resistant glass fibre mesh in the basecoat over a rock wool board is a separate polymer-processing step, because the same RDP that raises adhesion to fibres must also provide the rheological stability needed to hold a 145–165 g/m² mesh in the outer third of a 3–5 mm wet layer. A basecoat formulation typically contains 300–350 kg/t white cement, 0.1–0.4 mm calcium carbonate and silica sand, a cellulose ether of 60,000–100,000 mPa·s, and a VAE RDP at 3.0–5.0 wt%. The higher RDP content is required because the basecoat must bridge the embossed fibre bundles of the rock wool board and the glass fibre mesh without forming a brittle interlayer that transmits cracks from the board joints to the render surface. The mixed slurry is applied at 1.50–1.70 kg/L wet density; if the density is lower, the mesh floats to the surface, and if it is higher, the trowel drags the mesh out of alignment. On a production facade, the first basecoat pass is laid at 2–3 mm, the mesh is pressed in with a stainless steel trowel, and a second pass of 1–2 mm covers the mesh after a brief skin-set interval. The skin-set interval is temperature-dependent; at 23°C and 50% RH it is usually 10–20 minutes, while below 10°C the interval can exceed 60 minutes and the RDP film may not have continuous integrity if the surface is sealed too early. The cured basecoat must demonstrate crack-free embedment after 7 days of air curing and a pull-off to the rock wool board exceeding 0.08 MPa when tested by EN 1015-12. Published data for the specific skin-set window of every commercial RDP grade is limited; field trials are required to fix the second pass timing because both the water retention of the cellulose ether and the redispersible powder particle size distribution alter the evaporation rate at the surface.

Why a 0°C MFFT Does Not Guarantee Cold-Weather Curing in Rock Wool Board Adhesives

Low-temperature application of rock wool board adhesive is governed less by the minimum film formation temperature of the redispersible polymer powder than by the hydration rate of the cement phase and the dew point at the mineral wool surface. VAE powders used in facade adhesives commonly exhibit an MFFT of 0°C to 5°C, yet the wet mortar can still fail to develop full polymer film strength when applied at 3–5°C because the open water remains liquid, the polymer particles do not fully coalesce, and early frost can disrupt the film-poor interfacial zone. The dry mix for cold-weather work is modified with a low-alkali Portland cement, a calcium formate accelerator at 1.0–2.0 wt% of cement, and a VAE RDP of 2.5–4.0 wt%; the water dosage is reduced to 19–21 kg/100 kg to compensate for the retarding effect of low temperatures, while a higher cellulose ether content of 3.0–4.0 kg/t is used to prevent premature stiffening. Strong amine-based accelerators are avoided in this RDP-modified system because they can destabilise the polyvinyl alcohol protective colloid, causing visible granulation in the wet mortar. On site, the substrate temperature must be maintained above 5°C for at least 24 hours after installation, because the polymer film develops during the first drying period and a single freeze-thaw cycle in the first 6 hours can reduce final pull-off to concrete below the 0.08 MPa threshold. The terminal application is winter facade renovation; working time is shortened from 30 minutes at 20°C to roughly 15 minutes at 5°C when using an accelerated system, and this requires smaller batch sizes to prevent skinning in the mixing tub. Published quantitative data on RDP coalescence in cementitious adhesives below 5°C is limited; the common practice is to qualify the complete system by EN 1015-12 pull-off after low-temperature curing rather than relying on the powder MFFT alone.

When the substrate is an existing dense cement-polished render, terrazzo, or old ceramic tile, the adhesive must develop mechanical and polar adhesion on a closed surface with almost no pore suction. For this application, the RDP dosage is increased to 4.0–5.0 wt% and the mix is designed as a high-polymer, low-modulus adhesive, with a total polymer-to-cement ratio between 0.13 and 0.20. The cement content is reduced to 250–300 kg/t, and the aggregate is a fine 0.06–0.3 mm silica sand to allow a smoother trowel bed and better wetting of the nonporous substrate. Before application, the old render or tile surface is cleaned, degreased, and primed with an acrylic dispersion primer; without the primer, the adhesive can still pass dry pull-off initially, but heat-rain cycling draws water to the nonporous interface and creates a film of standing moisture that weakens the bond. The polar acrylic primer slows water movement and allows the redispersed polymer to migrate to the adhesive-substrate boundary before coalescence. The rock wool board is pressed onto the adhesive bed with a 10×10 mm notched trowel; full bed coverage is specified because the nonporous substrate cannot remove excess moisture, and an air gap behind the board permits condensation and freeze-induced spalling. Pull-off adhesion to the dense substrate is tested after 28 days and after a heat-rain regime as described in ETAG 004; values above 0.08 MPa are required, but cohesive failure in the old primer or paint layer can become the limiting mode. The terminal product is a directly bonded rock wool board over an existing closed facade, eliminating the need for mechanical anchors except at corner zones and around openings where wind suction exceeds the adhesive tensile resistance.