Emulsión CELVOLIT 1309 VAE para lechadas de impermeabilización cementosa

What Distinguishes a Negative-Side Waterproofing Slurry from a Conventional Cementitious Coating?

The primary differentiator in negative-side waterproofing is the requirement to maintain a hydrostatic pressure differential that acts against the bond line, typically defined as 1.5 bar (150 kPa) of water head equating to a 15-metre column in subterranean concrete structures. A two-component system based on CELVOLIT 1309 VAE emulsion and Portland cement CEM I 42.5 N, modified with a silica sand aggregate graded to pass 425 µm (0.425 mm), is applied to the interior face of a basement retaining wall where moisture ingress occurs through construction joints, tie-rod holes, and capillary pathways. The critical performance metric is crack-bridging capability at low temperature, measured according to EN 14891:2017, clause 5.4.2, using a pre-scored concrete substrate subjected to a tensile opening rate of 0.05 mm/min in an environmental chamber held at –10 °C. The cured slurry membrane, built to a dry film thickness of 2.0 mm, must close a crack ≥ 0.5 mm without cohesive failure or delamination greater than 25% of the crack length. Achieving this relies on a polymer-cement weight ratio in the range of 0.15:1 to 0.22:1; decreasing the ratio below 0.12:1 leads to a brittle composite with crack-bridging dropping to <0.2 mm, while exceeding 0.25:1 delays hydration and reduces compressive strength below 12 MPa at 28 days, measured per EN 12190. Mixing is performed with a low-speed paddle mixer operating at 300–500 rpm, first combining the cementitious powder with the full emulsion charge and then adjusting workability with additional water up to a total water-to-cement ratio of 0.40, inclusive of emulsion water. The pot life at 23 °C and 50% RH is 45–60 minutes; extending pot life via retarder admixtures above 0.2% by mass of cement disrupts polymer coalescence and precipitates a measurable loss in adhesion to damp concrete, which must remain ≥ 0.8 MPa after 21 days of water immersion at 50 kPa negative pressure as specified in EN 14891, Table 2. The uncured slurry is applied in two coats by brush or trowel to a previously saturated surface-dry (SSD) substrate to preclude rapid moisture extraction from the mix, which would cause micro-cracking at the film surface. A common failure mode observed on production-scale basement retrofit contracts involves over-trowelling of the second coat beyond 90 minutes after initial set, resulting in stress concentration at the interface that manifests as blisters when the water table rises. To mitigate this, a practical batch size is limited to the volume that can be applied within 30 minutes and then left undisturbed for 24 hours before exposing the membrane to differential pressure.Where ceramic or natural stone coverings are bonded directly over in-slab heating pipes or on suspended plywood substrates in wet-room environments, the waterproofing underlayment must reconcile two opposing physical demands: it must be fully impermeable to liquid water under a 1.5-metre head for 7 days as per EN 14891, yet exhibit a water vapour diffusion-equivalent air layer thickness (Sd value) of less than 0.5 m when tested per EN ISO 12572 at 23 °C and 50% RH. The VAE polymer domain in a CELVOLIT 1309-modified mortar creates a capillary-discontinuous pore structure that achieves equilibrium at a polymer volume fraction of 18–22% of the hardened mortar. At this volume fraction, the Sd value typically falls between 0.3 m and 0.5 m, preventing delamination of impervious porcelain tiles through vapour pressure build-up during thermal cycling of underfloor heating systems operating at a surface temperature of 29 °C. The slurry is formulated with a shrinkage-compensating agent—calcium sulfoaluminate clinker added at 5% of cement weight—to counter the linear shrinkage of 0.8–1.1 mm/m that occurs during the first 7 days of drying, which otherwise promotes corner lifting of large-format tiles. Adhesion to the primer on the substrate is assessed by pull-off testing according to EN 1542 after 7 days of immersion in chlorinated water at pH 8.0 and 40 °C, with a minimum acceptable value of 0.5 MPa. The mix design for this underlayment typically employs a blend of CEM I 52.5 R and microsilica at 8% by mass to densify the interfacial transition zone next to the tile adhesive, mitigating the risk of alkaline hydrolysis of the VAE polymer if the pH stays above 13.5 for extended periods. Application in a continuously operated shower facility showed that incomplete mixing of the microsilica led to localised spots of inadequate bond strength with a coefficient of variation of pull-off results exceeding 35%, traced to agglomerates remaining after only 2 minutes of mixing; the correction required extending the mixing time to 5 minutes at 450 rpm.

Compliance thresholds for CELVOLIT 1309-based waterproofing slurries per EN 14891:2017

Property (test method)	Requirement for CM 01P	Requirement for CM 02P	Typical result at 0.20 polymer-cement ratio
Crack bridging at –10 °C (mm)	≥ 0.75	≥ 0.40	0.85–1.05
Adhesion after water contact (MPa)	≥ 0.5	≥ 0.3	0.7–0.9
Adhesion after freeze-thaw cycles (MPa)	≥ 0.5	not required	0.6–0.8
Water impermeability (1.5 m /7 d)	no penetration	no penetration	pass

When Permanent Immersion Triggers Drinking Water Approval Requirements

Concrete reservoirs and storage tanks intended for potable water distribution place the cementitious waterproofing system in continuous contact with water at service temperatures ranging from 5 °C to 25 °C, necessitating compliance with organic leachate limits enumerated in BS 6920-1:2014 (UK) or the equivalent DVGW W 347 (Germany) and NSF/ANSI 61 (USA). A CELVOLIT 1309 slurry cured for a minimum of 14 days at 20 °C and 95% RH undergoes an extraction test under BS 6920-2.2, where a 100 cm² coupon is immersed in 1 litre of deionised water for 72 hours at 23 °C; the total organic carbon (TOC) migrated from the film must not exceed 2.5 mg/m²·day. This is critically dependent on the mineralisation of the thin polymer layers interspersed within the cement gel, a process that is kinetically hindered if the curing temperature drops below 10 °C during the first 7 days, as hydration ceases and residual vinyl acetate monomers remain trapped. To prevent a exceedance of the TOC threshold, the specification mandates the use of a low-alkali cement with Na₂O equivalent ≤ 0.6% and a silica fume content of 7–10% to populate the pore solution with silicate ions that accelerate polymer degradation products’ adsorption onto C-S-H surfaces. The mixing water must be potable with a chloride content below 250 mg/L per EN 1008. A structural integrity issue arises in water towers where thermal cycling between day and night can cause differential expansion between the coating and concrete. The coefficient of thermal expansion of the VAE-polymerised mortar is roughly 15×10⁻⁶ /K, approximately twice that of mature concrete; the resulting shear stress at the bond line is calculated at up to 1.2 MPa for a 15 °C diurnal swing, which demands a minimum tensile bond strength of 1.5 MPa after 28 days of dry storage, measured by EN 1542. This is achievable with a polymer-cement ratio adjusted to 0.18 and the inclusion of 2% polyacrylonitrile fibres by weight of cement to distribute stress. Exceeding 0.22 polymer ratio in potable water systems is avoided because it elevates the long-term release of low-molecular-weight acetate species, which was measured in a 12-month pilot tank trial to reach 0.8 mg/L acetate ion, exceeding the organoleptic threshold of 0.5 mg/L for acceptable taste.Bridge deck rehabilitation programmes in continental climates impose a unique combination of mechanical and environmental stresses on liquid-applied waterproofing systems. The overlay sequence—concrete deck preparation, primer, CELVOLIT 1309-based slurry applied in two layers to a total dry thickness of 3.0 mm, then a bonded asphalt wearing course laid at 160–190 °C—requires the waterproofing to survive transient thermal shock without blistering, as evaluated by the EN 13596 hot-steam exposure test at 230 °C for 60 minutes. Data from a full-scale trial on a bridge over the Rhine in 2022 indicated that a silica sand filler with a maximum aggregate size of 0.2 mm and a polymer-cement ratio of 0.20 yielded a membrane that exhibited zero blisters at 200 °C hot plate contact, attributed to the high vapour permeability of the VAE network that releases pore water before vapour pressure exceeds the interfacial bond strength. Long-term durability in the presence of de-icing salts is quantified by the rapid chloride migration coefficient according to NT BUILD 492; a value below 1000 × 10⁻¹⁴ m²/s is specified for the combined overlay by the German ZTV-ING Part 7. The polymer-modified slurry alone achieves 600–800 × 10⁻¹⁴ m²/s at 28 days, decreasing to 400 × 10⁻¹⁴ m²/s after 12 months of carbonation of the underlying concrete, as the pore structure refines further. A persistent processing bottleneck encountered on site is the rapid build-up of mixing heat when large batches over 50 kg of powder are combined with emulsion in an ambient temperature above 28 °C; this reduces pot life to below 20 minutes and triggers flash setting of the cement at the mixing blade, embedding lumps in the applied coat. Mitigation involves pre-chilling the emulsion to 8 °C and using a continuous two-component pump with a static mixer at the application nozzle, a configuration that maintains a homogeneous mix and extends open time to 35 minutes. The system is validated for dynamic crack cycling in accordance with EN 14224, where the coated concrete specimen is subjected to 1000 cycles of crack opening from 0.1 mm to 0.5 mm at a frequency of 1 Hz while maintained under a 3-metre water head; the membrane must remain watertight. CELVOLIT 1309’s elongation at break of > 200% (dry film) enables this performance provided that the application ensures a complete saturation of the concrete substrate with the primer to prevent an increase in crack mouth stress concentration.

Polymer-cement ratio versus crack-bridging and compressive strength for a standard slurry (CEM I 42.5 N, silica sand 0–0.3 mm, 14 days cure at 23 °C /50% RH)

VAE emulsion to cement ratio (by weight)	Crack bridging at –10 °C (mm, EN 14891)	Compressive strength (MPa, EN 12190)	Pull-off adhesion (MPa, EN 1542)
0.10	0.18	42	0.4
0.15	0.72	28	0.7
0.20	1.05	19	0.9
0.25	1.30	11	0.6

Chlorine Resistance and Permanent Water Immersion in Swimming Pool Membrane Systems

Swimming pool shells constructed from shotcrete or in-situ concrete are exposed to chlorinated water with a free chlorine concentration maintained at 1.0–3.0 mg/L and a pH typically adjusted between 7.2 and 7.8. The CELVOLIT 1309-based membrane must be formulated with a supplementary cementitious material capable of buffering the hypochlorous acid attack, as VAE polymer films alone are susceptible to oxidative chain scission at the acetate side group under prolonged exposure to active chlorine species. Blends incorporating 15–20% metakaolin by weight of cement are deployed because the aluminium-rich phases react with calcium hydroxide to produce stratlingite, which reduces the permeability of the binder to chloride ions by a factor of 3 to 5 compared to plain Portland cement paste, as validated by ASTM C1202 with a charge passed below 1000 Coulombs. The slurry is applied in three cross-rolled coats to a total thickness of 2.5 mm, with each coat allowed to cure for 6–8 hours at 15 °C before the next application. A crucial quality control step is the measurement of residual moisture in the concrete substrate by a CMEX II instrument, as the presence of free water in a capillary-active pore network introduces osmotic blistering when the pool is refilled; a reading of ≤ 4% by weight of concrete is required. After filling, the bond strength must be sustained at ≥ 0.8 MPa after 28 days of continuous immersion at 30 °C in water with 3 mg/L free chlorine, tested by EN 1542 on a cored sample. In a large-scale aquatic centre project, delamination was traced to carbonate formation at the interface between the waterproofing and an excessive thickness of 10 mm of levelling mortar beneath, which underwent carbonation shrinkage of 0.5 mm/m and cracked before the membrane achieved full cure. The corrective protocol now limits any levelling layer to a maximum thickness of 5 mm and requires it to be polymer-modified at the same ratio as the waterproofing slurry. The final system also passes the EN 13438 resistance to algae and fungi growth test when a biocide-free formulation is used, because the dense, low-surface-energy VAE film provides insufficient nutrients for microbial attachment under submerged conditions.

High-Build Trowel-Applied Waterproofing Mortar for Spalled Concrete Repair

When used in vertical and overhead concrete repair conforming to EN 1504-3, class R4, the VAE emulsion is added to a dry mortar pre-blended with graded quartz sand up to 2.0 mm, shrinkage-compensating admixture, and polypropylene fibres 19 mm in length, producing a thixotropic mix that can be built up to a single-pass thickness of 30 mm without sagging. The addition rate of CELVOLIT 1309 is set at 8–12% by weight of the total dry repair mortar, lower than in the waterproofing slurries, because the primary function shifts to enhancing adhesion to the prepared concrete substrate (≥ 2.0 MPa pull-off at 28 days, EN 1542) and reducing the dynamic modulus of elasticity to below 25 GPa. The reduced modulus, measured by EN 13412, minimises tensile stresses due to restrained shrinkage and thermal movement, preventing reflective cracking from the substrate into the applied patch. Mixing at the repair site employs a high-shear colloidal mixer, charging the emulsion first with the complete water volume, then adding the powder steadily at 25 kg/min to prevent agglomeration. The final slump flow is controlled to 180 ± 20 mm on the Hägermann table, and the pot life is 35 minutes at 20 °C. A failure investigation on an offshore wave-breaker repair revealed that spraying the finished mortar with curing compound was delayed by 4 hours in hot, windy conditions (wind speed 5 m/s, ambient 35 °C), resulting in surface plastic shrinkage cracks wider than 0.3 mm that compromised chloride exclusion. The established procedure now mandates immediate coverage with wet hessian and polyethylene sheeting within 15 minutes of strike-off, maintained for 72 hours. The cured mortar demonstrates capillary water absorption of <0.5 kg·m⁻²·h⁻⁰·⁵, tested by EN 13057, and carbonation resistance such that the carbonation front after 28 days of exposure to 1% CO₂ is less than 2 mm, meeting the EN 13295 requirement for reinforced concrete protection.