RDP para Pisos Industriais Autonivelante

In large-area pump-applied cementitious self-leveling underlayment for high-bay logistics facilities, redispersible polymer powder is dry-blended at 2.8–3.5 wt% of total dry mortar before the mixture enters a continuous mixing chamber coupled to a rotor/stator pump with a field output of 20–25 L/min and hose lengths up to 30 m. The RDP grade selected for this use is typically a carboxylated vinyl acetate–ethylene or VAE/VeoVa copolymer with a glass transition temperature near 0–5°C and a minimum film formation temperature at or below 5°C, allowing coalescence at floor temperatures where hydration heat is the only warming mechanism. Under high shear inside the pump, the redispersed polymer increases the plastic viscosity of the paste phase just enough to prevent segregation of the 0.1–0.5 mm quartz sand fraction and bleeding of free water to the surface. Flow retention remains within 135–160 mm on the EN 12706 flow cone at 5 min, while PCE-based superplasticizer at 0.15–0.30 wt% controls water demand and fluidity. The dry blend comprises CEM I 42.5 R at 35–45 wt%, calcium aluminate cement at 5–12 wt%, anhydrite at 5–10 wt%, quartz sand 0–0.5 mm at 40–50 wt%, RDP at 2.8–3.5 wt%, PCE superplasticizer at 0.15–0.30 wt%, polyether siloxane defoamer at 0.05–0.15 wt%, and lithium carbonate accelerator at 0.10–0.20 wt%. Mixing water is held at 20–23 wt%; higher water demand increases surface porosity and delays the safe application of polyurethane or epoxy topcoats. After installation at 3–10 mm, the underlayment must achieve a bond strength of at least 1.0 MPa on C20/25 concrete under EN 1542, with 28-day flexural strength generally falling between 6.0 MPa and 9.0 MPa under EN 13892-2. The terminal product carries racking loads and occasional VNA truck traffic only after residual moisture is confirmed below 2.0 CM-% for non-breathable overlays, otherwise blistering of the topcoat can occur. Polymer film formation at the interfacial transition zone between aggregate and cement paste is the primary mechanism that raises flexural toughness and reduces microcracking during drying shrinkage.

What Limits RDP Dosage in Calcium Sulfate-Based Industrial Screeds?

In calcium sulfate-based self-leveling screeds placed over load-bearing floors in dry production halls and industrial administrative zones, RDP is charged at only 1.5–2.5 wt% of dry mix because the colloid-stabilized latex can retard alpha-hemihydrate and anhydrite hydration when overdosed, producing a softer surface and extending set time beyond site tolerances. The binder phase typically contains 40–55 wt% alpha-CaSO₄·0.5H₂O or synthetic anhydrite, 35–45 wt% quartz sand 0–0.5 mm, 2–6 wt% Portland cement or hydrated lime for pH adjustment, 0.05–0.15 wt% potassium sulfate or aluminum sulfate accelerator, 0.10–0.25 wt% PCE superplasticizer, and 0.03–0.10 wt% defoamer. RDP modifies the otherwise brittle sulfate matrix by forming polymer bridges between gypsum crystals after drying, which raises 28-day flexural strength from roughly 5.0 MPa for unmodified formulations to 8.0–10.0 MPa under EN 13892-2. Above 2.5 wt%, entrained air rises to 6–10 vol%, compressive strength drops by 15–25%, and drying shrinkage can increase because polymer-stabilized air voids reduce capillary transport through the screed. Placed at 2–5 mm with a pin rake and de-aerated with a spiked roller, the mortar must comply with EN 13813 as CT-C25-F6 or CT-C30-F7 depending on traffic, with surface hardness measured by EN 13892-6. The substrate must be primed on concrete with residual moisture below 0.5 CM-% for calcium sulfate systems, and the terminal floor covering is typically PVC sheet, linoleum, or LVT in dry industrial offices and stores. Wet-process zones are excluded because calcium sulfate loses strength under sustained moisture, regardless of polymer modification.

On steel-troweled concrete substrates prepared by captive shot blasting to a surface tensile strength of at least 1.5 MPa, bonded self-leveling wear toppings are formulated with RDP at 3.0–4.5 wt% to resist point loading from hard-wheeled forklifts and steel-wheeled trolleys. The dry mix uses CEM I 52.5 R at 25–35 wt%, silica fume at 3–6 wt%, corundum 0.3–1.6 mm at 15–25 wt%, quartz sand 0.1–1.0 mm at 25–35 wt%, PCE superplasticizer at 0.20–0.35 wt%, defoamer at 0.10–0.20 wt%, RDP at 3.0–4.5 wt%, and water demand held at 12–15 wt% because the coarser wear aggregate reduces the free-water requirement. The higher RDP dose forms a thicker coalesced film around the corundum particles, improving impact resistance and crack-blocking between wear aggregates; however, the flow cone value is deliberately reduced to 130–150 mm under EN 12706 to keep corundum from settling during placement. The material is pumped or bucket-mixed and applied at 6–12 mm, then sealed with a solvent-free polyurethane topcoat after the residual moisture falls below 2.0 CM-%. The terminal product is a jointless industrial floor in assembly bays and maintenance aisles, where abrasion resistance tested by EN 13892-3 must remain below 10 cm³/50 cm² for heavy traffic. Substrate cracks narrower than 0.3 mm are pre-filled with an epoxy bridging primer; moving cracks above this width exceed the crack-bridging capacity of the cemented wear layer and require mechanical repair before the topping is placed.

Bonded Wear Toppings on Steel-Troweled Concrete Demand RDP Dosages Above 3 wt%

The addition of RDP above 3 wt% in bonded wear toppings is not simply a flexibility adjustment; it changes the failure mode of the topping under dynamic edge loading. Below 3 wt%, the cement matrix near a 0.3–0.6 mm quartz particle remains brittle, and repeated wheel loads initiate radial microcracks that propagate to the wearing surface as dusting or edge spalling. At 3.0–4.5 wt%, the redispersed polymer forms a continuous secondary phase in the capillary pores after coalescence, increasing the critical strain energy release rate at the aggregate–paste interface. This effect is measurable as a 20–40% increase in flexural toughness under EN 13892-2 when compared with an unmodified control at equivalent water-cement ratio. Production-scale mixing requires a compulsory pan mixer with a mixing time of 120–180 s after dry blending, because the polymer powder must be uniformly distributed before the low water content is introduced. The terminal industrial floor is typically a 6–12 mm monolithic surface capable of accepting 150–250 point loads per m² in assembly bays, but the system boundary excludes direct steam cleaning above 60°C because the polymer phase softens and surface hardness under EN 13892-6 may drop below the specified class for thermoset wear surfaces.

When Ambient Temperature Falls Below 10°C During Large-Area Placement

In heated but incomplete warehouse slabs placed during winter months, the performance of RDP-modified self-leveling underlayment is controlled by the relationship between the polymer minimum film formation temperature and the wet-mortar surface temperature during the first 24 h. A carboxylated VAE/VeoVa RDP with an MFFT of 4–6°C and a glass transition temperature near 0°C is selected for this exposure because the polymer must coalesce under the low heat output of cement and calcium aluminate hydration. If the slab surface remains below 10°C, coalescence is incomplete and the dried polymer remains as discrete domains rather than a continuous network, reducing surface tensile strength, dust resistance, and the bond to polyurethane or epoxy topcoats. The dry mortar is mixed with 20–22 wt% water preheated to 20–25°C, and calcium formate accelerator is added at 0.3–0.6 wt% to maintain initial set within 90–120 min at the cold substrate temperature. Flow retention after 30 min must remain at least 130 mm under EN 12706, because the cold concrete withdraws water from the wet layer and stiffens the mix before spike rolling is complete. RDP dosage is held at 3.0–4.0 wt%, with pre-dispersion in water for 60–90 s before dry mix addition when the site water temperature is below 15°C. The terminal product is a 4–8 mm underlayment beneath a cold-storage epoxy, where thermal cycling from −30°C to +20°C demands low-temperature flexibility and a bond strength above 1.0 MPa under EN 1542 after 7 d at 5°C.

Rapid-return refurbishment of food-processing walkways uses a calcium aluminate cement-rich self-leveling repair mortar with 2.0–2.5 wt% RDP to maintain adhesion under 8–12 h reopening schedules. The dry blend contains calcium aluminate cement at 20–30 wt%, OPC at 5–10 wt%, alpha-hemihydrate at 5–10 wt%, quartz sand 0–0.5 mm at 45–55 wt%, lithium carbonate at 0.05–0.15 wt%, PCE superplasticizer at 0.20–0.30 wt%, defoamer at 0.05–0.12 wt%, and RDP at 2.0–2.5 wt%. The polymer powder is incorporated into the dry blend in a compulsory mixer for 60–90 s before water addition to prevent the formation of polymer lumps that would otherwise remain as soft spots after hydration. The mixed material is placed at 5–10 mm, rodded, and finished with a flat trowel to break surface bubbles before the rapid-set exotherm accelerates skin formation. RDP restores interfacial bond strength after substrate preparation by grinding or captive shot blasting, with a minimum 1.0 MPa bond under EN 1542 expected before the 12 h mark. Unmodified calcium aluminate repair mortars under the same schedule often show pronounced tensile surface cracking from rapid exothermic hydration; the polymer phase reduces this by bridging early-age shrinkage cracks and lowering the early modulus of the paste. The terminal product is a standing surface under polyurethane sealers in meat, dairy, and bottling halls, where cleaning agents include dilute sodium hydroxide and hypochlorite. Published data for long-term chemical exposure specific to RDP-modified calcium aluminate self-leveling mortar at pH above 12 is limited.

Moisture-Barrier Screeds Over Concrete Slabs Without Surface DPM

In refurbishment of older industrial slabs with residual construction moisture, RDP-modified self-leveling screeds are placed at 3–6 mm over a liquid-applied epoxy moisture-control primer to isolate residual alkalinity and dampness from the new wearing layer. The RDP dosage is set at 3.0–3.5 wt%, because the coalesced polymer film increases adhesion to the epoxy primer through mechanical anchoring into its broadcast sand layer and reduces the risk of blistered delamination from rising vapour. The dry mix includes CEM II/A-LL 42.5 R at 35–40 wt%, quartz sand 0–0.5 mm at 45–50 wt%, PCE superplasticizer at 0.15–0.25 wt%, defoamer at 0.08–0.15 wt%, and RDP at 3.0–3.5 wt%, with water demand at 19–21 wt%. Flow must stay between 135 mm and 150 mm under EN 12706 after 5 min to avoid telegraphing the primer profile through the thin layer. After 28 d, the system must meet EN 13813 CT-C30-F7 for strength and withstand surface pH 12–13 without delamination. The terminal products include vinyl safety flooring in inspection areas and static-control tile in electronics repair workshops, where the self-leveling layer provides both levelling tolerance and a stable alkaline substrate for the final covering.