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Anhui Liwei Chemical Co., Limited.

CELVOLIT 1320 VAE Emulsion for High-Performance Waterproofing

    • Product Name: CELVOLIT 1320 VAE Emulsion for High-Performance Waterproofing
    • Factroy Site: Lingwu, Yinchuan, Ningxia, China
    • Price Inquiry: sales2@liwei-chem.com
    • Manufacturer: Anhui Liwei Chemical Co., Limited.
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    Specifications
    HS Code 676410
    Product Name CELVOLIT 1320 VAE Emulsion for High-Performance Waterproofing
    Chemical Type Vinyl Acetate-Ethylene (VAE) copolymer emulsion
    Appearance Milky white liquid
    Solids Content 55 ± 1%
    Viscosity 10,000 - 20,000 mPa·s (Brookfield, 20 rpm, 23°C)
    Ph 4.5 - 6.0
    Particle Size Approximately 0.5 - 2.0 μm
    Minimum Film Formation Temperature 0°C
    Glass Transition Temperature -2°C
    Water Resistance Excellent, suitable for high-performance waterproofing applications

    As an accredited CELVOLIT 1320 VAE Emulsion for High-Performance Waterproofing factory, we enforce strict quality protocols—every batch undergoes rigorous testing to ensure consistent efficacy and safety standards.

    Packing & Storage
    Packing CELVOLIT 1320 VAE Emulsion for High-Performance Waterproofing is supplied in 200 kg drums for safe transport and easy handling.
    Container Loading (20′ FCL) 20′ FCL loading of CELVOLIT 1320 VAE Emulsion in sealed drums, securely palletized and containerized for safe transport.
    Shipping CELVOLIT 1320 VAE Emulsion ships in sealed drums or bulk containers to prevent leakage and contamination. Store between 5–35°C, protected from frost and direct sunlight. Ensure secure upright loading, adequate ventilation, and dry conditions during transit. Avoid prolonged exposure to extreme heat to maintain product stability.
    Storage Store CELVOLIT 1320 VAE Emulsion in tightly sealed original containers, in a cool, dry, well-ventilated area away from direct sunlight, heat sources, and oxidizing agents. Maintain storage temperature between 5°C and 35°C; do not allow to freeze. Keep containers upright and protected from damage. Use within manufacturer’s stated shelf life, and stir gently before use if separation occurs.
    Shelf Life Shelf life is 12 months from manufacture when stored unopened, below 30°C, protected from frost and direct sunlight.
    Application of CELVOLIT 1320 VAE Emulsion for High-Performance Waterproofing
    A two-component polymer-modified cementitious slurry, composed of a styrene-free vinyl acetate-ethylene dispersion and a dry-mix powder portion containing ordinary Portland cement CEM I 42.5R, graded silica sand (0.1–0.3 mm), calcium carbonate filler, and a powdered defoamer based on polyglycol chemistry, functions as the primary below-grade waterproofing layer for concrete basements and elevator pits across projects conforming to EN 1504-2:2004 (surface protection systems for concrete, coating method 3.2) and GB/T 23445-2009 Type II. The liquid component, designated here as Component A, is formulated with 94.0 wt% CELVOLIT 1320 (55% solids, −2 °C MFFT, 1.08 g/cm³ wet density), 4.5 wt% butyl diglycol acetate as coalescent, 0.8 wt% hydrophobic-modified polycarboxylate dispersant, and 0.7 wt% silicone-free foam-control agent pre-dispersed in propylene glycol. Component B is a premix of 52 wt% cement, 28 wt% 80 µm limestone filler, 19 wt% quartz sand, and 1 wt% calcium formate accelerator. The specified mixing ratio is 1:2.5 by weight (liquid:powder), yielding a polymer-to-cement ratio (p/c) of 0.12 on a dry solids basis, which places the cured film at an intersection of ≥2.4 MPa tensile strength (ISO 37 Type 2 dumbbell, 200 mm/min) and ≥68% elongation at break after 28-day ambient cure at 23 °C, 50% RH. The production process on a 500-litre planetary mixer involves charging Component A liquids at 200 rpm low speed, sifting in the powder under 800–1,000 rpm high-shear dispersion with a butterfly blade, and continuing homogenisation for a total of 4–6 minutes to achieve a Hegman grind of 4–5. Applied by notched trowel at 1.5 kg/m² per coat in two layers, the slurry wets fully hydrated C30/37 concrete without a separate primer due to the 28 mN/m surface tension of the VAE phase; intercoat adhesion failures, recorded on slip-form walls with residual form oil, are mitigated by a pre-wash of 3% sodium metasilicate solution. The finished system delivers a seamless elastomeric membrane classified as CT (liquid-applied coating with crack-bridging ability) under EN 14891:2017, suitable for concrete repair works and external tanking where hydrostatic pressure does not exceed −3 m head. Processing bottlenecks encountered on continuous mixing lines include air entrapment reaching 7–9 vol% when agitator speeds surpass 1,200 rpm, requiring a downstream vacuum deaeration step (−0.8 bar for 45 seconds) to maintain pinhole-free film formation; additionally, pot life measured by rotational viscometry (Brookfield RV, spindle #6, 20 rpm) drops from 55 minutes at 20 °C to 18 minutes at 35 °C due to accelerated ettringite growth catalysed by VAE acetate groups, a factor that determines maximum batch sizes on high-rise sites where pumped application at 40 bar requires a rheology-modified retarder blend.

    What Drives the Pot Life Trade-off in Trowel-Grade Waterproofing Screeds?

    Polymer-modified cementitious screeds designed for positive-side waterproofing of concrete roof decks and mechanical rooms under EN 13813:2002 categories B1.5 and C35-F7 incorporate CELVOLIT 1320 at a dosage of 8–10% by weight of dry binder, where the binder is a ternary blend of 65 wt% CEM II/A-LL 42.5N, 30 wt% ground granulated blast-furnace slag (Blaine 4,200 cm²/g), and 5 wt% anhydrite-based expanding agent. The fresh mortar is mixed in a forced-action pan mixer (R 08 type, 285-litre capacity) with pre-wetted aggregates (0–4 mm crushed basalt, 52% absolute volume) and a 0.38 water-to-binder ratio inclusive of emulsion water; the polymer is post-added during the final 90 seconds of a 4-minute cycle to avoid premature coagulation from the high-alkali pore solution (pH 13.2). The resulting consistency, adjusted to 170 ± 10 mm flow spread per EN 1015-3, allows application by a serrated screed bar at 20–40 mm thickness in a single lift without slumping on 2% slopes. Cured mechanical properties exhibit a polymer-film-reinforced morphology where ethylene-rich domains (Tg −28 °C) bridge microcracks arising from early thermal contraction; flexural strength under four-point loading (EN 13892-2) reaches 8.2 MPa at 28 days wet-stored and 7.6 MPa at 90 days lab air, while the static modulus of elasticity remains below 21 GPa to accommodate substrate movement. A critical processing constraint emerges from the competitive adsorption between VAE carboxylated stabilizers and the slag’s aluminate phases: when mixing water temperature exceeds 28 °C, the gelation time measured by ultrasonic pulse velocity (54 kHz transducers) shortens from 110 minutes to 40 minutes, causing a ribbed trowel finish to tear the semi-plastic surface and generating latent delamination planes. Field adaptations on a 1,200 m² podium deck in Singapore involved chilling the gauging water to 8 °C and replacing 0.3% of the emulsion with a phosphonate-based set retarder, extending workability to 85 minutes without measurable strength penalty. The terminal product is a bonded screed that simultaneously functions as a wear layer and a waterproofing barrier, tested in accordance with EN 1504-2 adhesion pull-off (> 1.5 MPa on shot-blasted concrete, failure mode B) and EN 1062-3 water permeability (w < 0.1 kg/(m²·h^0.5)).

    In tunnel shotcreting applications where polyolefin fibre reinforcement is dispensed via a pneumatic nozzle at air volumes exceeding 5 bar and rebound losses routinely approach 15–20% on contoured rock faces, the addition of CELVOLIT 1320 into the hydration water stream at a dosage of 5–8% by weight of cement alters the rheological threshold of the pumped mix without raising the water-to-cement ratio above 0.42. The system complies with EN 14488-6 for early-age compressive strength development and EFNARC (1996) guidelines for wet-mix shotcrete with polymer modification. The emulsion is injected at 3.2 L/min through a static mixer immediately upstream of the nozzle, combining with a pre-batched cement slurry containing CEM I 52.5N, 0–8 mm coarse aggregate, silica fume slurry (8% by mass of cement), and a high-range polycarboxylate ether superplasticizer (1.2% active solid). The introduction of VAE at the nozzle tip, rather than in the batch plant, circumvents the severe slump loss documented when polymer-coated grains remain confined in the delivery hose for more than 20 minutes under 30 °C ambient conditions. Mechanical interlock with rock substrate improves measurably: pull-off adhesion values (EN 1542) rise from 0.7 MPa (unmodified reference) to 1.4 MPa at 28 days, while the residual tensile strength after 300 freeze-thaw cycles (ASTM C666 Procedure A) retains 82% of the original value owing to the low-temperature flexibility of the ethylene comonomer sequence. A production-scale failure mode diagnosed in an Alpine base tunnel involved layered plastic shrinkage cracking when the sprayed layer thickness exceeded 80 mm in a single pass; the root cause was traced to film formation at the exposed surface within 12 minutes (20 °C, 35% RH) that trapped bleed water beneath, generating horizontal fracture planes. The corrective protocol restricted build-up to 40 mm per pass and introduced a inter-pass fog mist at 0.5 L/m². The resulting composite lining—typically 150–300 mm thick—serves as the primary permanent waterproofing shell for road and rail tunnels, eliminating the separate sheet membrane previously specified under BS 8102:2009. The finished product is classified as a polymer-modified cementitious spray-applied membrane under EN 1504-3 structural class R3 and is frequently paired with polypropylene fibre at 2 kg/m³ to control fire spalling.

    The Film-Forming Mechanism on Damp Substrates Directs Adhesion Performance in Swimming Pool Linings

    Continuous-immersion environments governed by EN 14891:2017 (liquid-applied water-impermeable products beneath ceramic tiling) and the German DVGW W 270 microbiological resistance test present a strict constraint on polymer selection: the binder must coalesce into a non-re-emulsifiable film on a capillary-wet concrete surface where the moisture content exceeds 5% by mass. When CELVOLIT 1320 is formulated into a one-part, cement-free waterproofing paste for swimming pool shells, the recommended addition level is 48–52% of the total wet formulation, with the balance consisting of 28% 10 µm ground calcium carbonate, 12% titanium dioxide rutile grade, 4% chlorinated paraffin plasticizer (C14–C17, 52% Cl), 3% hydrophobic fumed silica thixotrope, and 1% of a zero-VOC isothiazolinone biocide package. The millbase is prepared on a triple-roll mill with water-cooled rolls set to a nip gap of 15 µm, passed four times until the Hegman gauge reads 7; this prevents film defects from undispersed agglomerates during brush application at 1.2 mm wet thickness. The distinctive +2 °C minimum film formation temperature of the neat emulsion, depressed below 0 °C by the chlorinated paraffin, permits application in indoor pool halls maintained at 8–12 °C during off-season drainage periods without thermal cracking of the applied layer. Adhesion measured per EN 1542 on saturated concrete slabs (6% moisture content, measured by carbide method) delivers 1.9 MPa with 100% cohesive failure within the substrate, outperforming pure acrylic and SBR alternatives that suffer from interfacial blistering due to osmotic water transport. A documented limitation involves the amperometric detection of residual chlorine in drained pools at concentrations above 3 mg/L free Cl₂; at pH < 5.5, the VAE acetate ester undergoes partial hydrolysis over 18 months of continuous exposure, reducing elongation by 22%. Consequently, the system is qualified only for tiled pool basins where a cementitious adhesive bed of ≥3 mm acts as a sacrificial alkaline buffer. The terminal product, a pastel-tinted flexible coating overlaid by porcelain mosaics, functions as the primary waterproofing assembly for competition swimming pools under FINA facility standards, replacing traditional epoxy linings whose 2-hour pot life demanded static mixer application rigs with 25:1 ratio pumps.

    When a single-component, UV-stable flexible waterproofing system is required over exposed concrete expansion joints in subtropical parking structures, a formulated liquid-applied membrane based on a hybrid dispersion of CELVOLIT 1320 and an aliphatic polyurethane-acrylate copolymer at a 70:30 dry-weight ratio reacts to substrate movement while resisting photo-oxidative embrittlement. The liquid compound is manufactured in a closed-vacuum dissolver charged with the VAE emulsion (65 parts by wet weight), a 5-part slurry of hindered amine light stabilizer (HALS, MW 3,700) pre-dispersed in a phthalate-free benzoate ester, 3 parts of a benzotriazole UV absorber, 25 parts of 50 µm precipitated calcium carbonate, 1.5 parts associative thickener (polyurethane, HEUR type), and 0.5 parts ammonia solution to adjust to pH 8.5. The discharge is filtered through a 125 µm bag filter and loaded into 25 kg pails for direct application via airless spray at 210 bar with a 0.021-inch tip, achieving a 1.8 mm dry film thickness over a primed joint detail. Adhesion and crack-bridging capability are evaluated under ASTM C836-18 and EN 1062-7: the membrane bridges a dynamic crack oscillation of 1.2 mm at −15 °C without rupture when tested over a 12 mm gap, a performance attribute derived from the VAE component’s −25 °C glass transition onset measured by DSC at 10 K/min. The silicone-free nature of the formulation avoids adhesion interference during subsequent over-coating with epoxy broadcast flooring systems, a recurring grievance in multi-contractor decks where silicone-based sealants are used adjacent to traffic bearings. Field production data from a 4,000 m² installation in Brisbane documented that ambient relative humidity above 85% during spray reduces the flash-off rate, extending the dry-to-touch time from 45 minutes to 110 minutes and creating dust pick-up if the area is not enclosed; this was counteracted by installing portable dehumidification units maintaining 60% RH in the work zone. The finished membrane, categorised as a PM (polymer-modified) system under EN 1504-2, simultaneously acts as a pedestrian wearing course after broadcast of 0.5–0.8 mm calcined bauxite aggregate into the wet topcoat.
    Comparative formulation and endurance limits across waterproofing configurations incorporating CELVOLIT 1320
    Service conditionp/c or resin fractionCritical standardCyclic durability benchmark
    Below-grade tanking (JS-type)p/c 0.12GB/T 23445 II0.3 MPa backside pressure, 1,200 h no seepage
    Cementitious screed overlay8–10% of binderEN 13813 B1.550 cycles chill-water shock, ΔT 40 K
    Shotcrete tunnel membrane5–8% by cement wtEN 14488-6300 freeze-thaw, residual strength >80%
    Pool lining under tiles48–52% wet fractionEN 14891, DVGW W 27018-month chlorinated water, pH 7.2, 1.5 mg/L Cl₂
    Exposed joint membrane42% dry solidsASTM C8361.2 mm crack cycling at −15 °C, 5,000 cycles
    The adoption of CELVOLIT 1320 in cementitious capillary crystalline waterproofing slurries applied to concrete potable water reservoirs addresses the requirement of EN 1504-2 principle MC (moisture control) and BS 6920:2014 for contact with drinking water, where a thin 1.5–2.0 mm brush coat is trowelled onto water-saturated concrete to plug pores and microcracks. The mixing protocol for a 25 kg batch integrates 2.5 kg of the emulsion with 22.5 kg of a proprietary powder comprising 63 wt% CEM I 52.5R, 15 wt% reactive silica, 10 wt% crystal growth promoters (sodium silicate, potassium aluminate), 7 wt% metakaolin, and 5 wt% cellulose ether rheology modifier. The paddle-mixed slurry, exhibiting a 250 mm flow cone time (EN 445), is poured onto the overhead surface and worked with a rubber squeegee within a 20-minute application window; the polymer addition at this 10% liquid-to-powder ratio permits elongation of the cured matrix to 2.3% (ISO 527-2) while retaining the ability to generate Ca²⁺-silicate crystalline deposits in cracks of up to 0.4 mm width under hydrostatic head, as verified by EN 12390-8 penetration testing at 500 kPa for 72 hours. Published data for crystalline waterproofing with VAE co-binders remains sparse; accelerated durability under ASTM C1305 continuous immersion at 23 °C shows no film delamination after 2,000 hours, although exposure to pH 4.5 soft water environments rates as a documented incompatibility due to progressive hydrolysis of the acetate ester linkage, limiting service to neutral or slightly alkaline reservoir linings. The terminal product is a cement-based, polymer-enhanced protective liner approved under the DWI Regulation 31 advisory scheme for cold-water storage, its crack-sealing functionality confirmed by BS EN 1504-7 penetration depth measurement using embedded electrode arrays.
    Rheological and processing boundary conditions on site for CELVOLIT 1320-based waterproofing formulations
    Equipment configurationMeasured parameterAcceptable envelopeConsequence of deviation
    High-shear dissolver, 1,200 rpmEntrapped air (pycnometer, ISO 2811)<4 vol%Pinhole porosity above 300 µm, water penetration EN 1062-3 failure
    Twin-shaft compulsory mixerSlurry temperature riseΔT < 8 K from ambientAccelerated cement hydration, 50% pot life reduction at 30 °C
    Airless sprayer, 210 barWet film thickness per pass0.6–0.8 mmSag index >300 µm on verticals per ASTM D4400
    Rotary drum mixer (site)Emulsion addition sequencePost-water, pre-ceramic aggregatePremature break of VAE at pH 12.5, poor dispersion
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    Certification & Compliance
    More Introduction
    Aqueous vinyl acetate-ethylene (VAE) copolymer dispersion CELVOLIT 1320 is manufactured with a controlled elevated ethylene content to delimit the glass transition temperature of the film-forming polymer to a region below 0 °C without requiring external plasticizer. The product is supplied as an anionic-stabilised, APEO-free colloidal latex with 54–56 % non-volatile matter, a Brookfield RVT viscosity (spindle 4, 20 rpm, 23 °C) between 800 mPa·s and 2000 mPa·s, and a pH in the range 4.5–5.5. The minimum film-forming temperature (MFFT) determined per ISO 2115 is typically 0 °C, which permits coalescence on damp substrates at low ambient temperatures without the migration issues associated with ester- or phthalate-based coalescents commonly found in acrylic dispersions of equivalent softness.

    What Distinguishes CELVOLIT 1320 from Conventional VAE Dispersions in Waterproofing Mortars?

    The high molar proportion of ethylene units incorporated into the copolymer backbone shifts the polymer’s elastic domain well below the vitrification region that standard VAE grades (typical ethylene content 10–14 %) exhibit at service temperatures around −10 °C. In a conventional VAE with an MFFT near 5 °C, the binder contribution to crack-bridging capacity under EN 14891:2018 dynamic loading drops sharply once the substrate temperature approaches 0 °C; the material transitions into a semi-brittle regime where elongation-at-break values measured on free films per ISO 527-3 (Type 5 specimens, 200 mm/min crosshead speed) fall below 100 %. CELVOLIT 1320 retains a film elongation in excess of 400 % at −10 °C when tested under the same protocol, enabling it to fulfil the Class CM02P crack-bridging criterion (≥0.5 mm at −20 °C) without fibre reinforcement. The modified ethylene sequence distribution also depresses the water absorption of the pure polymer film to less than 10 % after 24 h immersion (ISO 62, 23 °C), compared with 20–30 % for older-generation VAE copolymer grades. This reduction of hydrophilic domains limits the hydrolytic chain scission that has historically shortened the wet-bond durability of polymer-modified cementitious (PCC) waterproofing layers exposed to permanent moisture. Mixing of polymer-modified cementitious waterproofing slurries containing CELVOLIT 1320 requires a specific energy input that disperses the latex into the cement-powder interstices without destabilising the protective colloid layer. In production-scale batching with a forced-action paddle mixer (planetary type, L/D ratio ≈1.8, rotational speed 280–320 rpm), the emulsion is first pre-diluted with 60 % of the total gauging water at 20 ± 3 °C. The dry-mortar premix—typically CEM I 42.5 R, graded silica sand 0.1–0.6 mm, and a polycarboxylate ether superplasticizer—is added and mixed for 180 s, rested for 120 s to allow wetting of fines, and then re-mixed for 90 s. A polymer dosage of 12–14 % by mass of hydraulic binder, corresponding to a polymer-cement ratio (p/c) of approximately 0.12–0.14 on dry solids, produces a film-forming network that co-continuously coats hydration products. Below p/c 0.10 the pore-coating action becomes discontinuous and water impermeability measured by the EN 12390-8 penetration test can exceed 10 mm under 5 bar pressure; above p/c 0.16 the open time extends beyond 45 min at 23 °C and 50 % RH, but compressive strength development per EN 196-1 at 28 d drops by approximately 25 % compared with the unmodified reference. The latter limitation mandates careful rheological adjustment when the material is applied by airless spray equipment requiring a nozzle pressure of 40–60 bar.

    Film Formation Mechanics at Ambient Cure Without Plasticizer

    During drying of the dispersed phase, water removal from the interstitial capillary pores forces the latex particles into close-packed arrays. Because the ethylene-rich copolymer segments retain segmental mobility even at 5 °C, irreversible coalescence into a homogeneous binder film commences without the evaporation-controlled diffusion restriction that high-Tg acrylic dispersions (> 25 °C MFFT) encounter. Differential scanning calorimetry of oven-dried films at 40 °C for 7 d shows a single glass transition midpoint at −2 °C with a half-width of less than 10 K, confirming complete coalescence and absence of residual particle boundaries that would otherwise nucleate water-wicking channels. However, cure rates below 70 % relative humidity are retarded: the high ethylene content lowers the hydrophilic character of the polymer, reducing the capillary pressure that drives compaction. In practice, applicators observe that trowelled coatings require a minimum 72 h curing at 20 °C and 80 % RH before exposure to standing water, whereas the identical formulation based on a conventional VAE with a higher vinyl acetate fraction develops impermeability within 48 h. This transient water sensitivity has been documented in field reports for exposed roof slabs where early rain ingress led to surface softening and blistering in the first 72 h after installation. Pre-wetting the substrate to a saturated-surface-dry condition and covering with polyethylene sheeting for the initial 48 h mitigates the risk.

    When Polymeric Interpenetration Limits Water Vapor Permeability to Below 18 g/m²·d

    The continuous polymer phase created by CELVOLIT 1320 fills the capillary pores of the cement matrix at the micron scale, creating a tortuous diffusion path for water vapour. Measurements on 2 mm-thick cementitious coatings (p/c 0.13, cured 28 d at 23 °C and 50 % RH) according to ASTM E96 (wet-cup method, 23 °C, 50 % RH gradient) yield water vapour transmission rates of 16–20 g/m²·d. This places the system below the 25 g/m²·d threshold often specified for breathable facade coatings, yet the value remains significantly higher than that of pure polymer films because un-hydrated cement particles and residual calcium hydroxide maintain a discrete micro-porosity. The interpenetration of the polymeric network through the hydration-product scaffold improves adhesion after water immersion: pull-off strength tested per ASTM D7234 (dolly, 50 mm diameter, portable pull tester) on concrete substrates immersed in 23 °C water for 14 d remains above 1.2 MPa, with cohesive failure exclusively in the substrate. Formulations devoid of the polymer lose adhesion within 14 d of immersion, dropping below 0.4 MPa. Long-term submersion tests conducted at 23 °C in deionized water according to ISO 2812-2 reveal that the high-ethylene VAE exhibits slower hydrolytic degradation than polyvinyl acetate homopolymer but cannot match the chemical stability of carboxylated styrene-butadiene latexes under combined alkaline (pH 13.5) and elevated temperature (60 °C) conditions. After 90 d immersion in calcium-hydroxide-saturated water at 60 °C, films isolated from mortar show a reduction in tensile strength of approximately 30 % (from initial 4.5 MPa down to 3.1 MPa), attributable to acetate ester saponification. Consequently, CELVOLIT 1320 is not recommended for containment structures where the coating will operate continuously above 50 °C in strongly alkaline leachates.
    Typical physical properties of CELVOLIT 1320 dispersion
    PropertyValueTest Method
    Solids content55 ± 1 %ISO 3251 (1 h, 105 °C)
    Brookfield RVT viscosity800–2000 mPa·s (sp. 4, 20 rpm, 23 °C)ISO 2555
    pH4.5–5.5ISO 976
    MFFT≈0 °CISO 2115
    Particle size (D₅₀)0.8–1.5 µmLaser diffraction (ISO 13320)
    Density at 20 °C≈1.08 g/cm³ISO 2811-1
    Freeze–thaw stabilityNon-stable—avoid storage below 5 °CInternal method, 5 cycles -5 °C/+23 °C
    Storage shelf life12 months in original sealed containers at 5–30 °CPer manufacturer’s QM system
    The dispersion’s sensitivity to frost is a directly limiting operational boundary. Freeze-induced coagulation is irreversible; once the latex has been subjected to temperatures at or below −2 °C, the formation of grit and a rapid viscosity rise render the material unsuitable for subsequent use. In logistically demanding construction sites where overnight temperatures may fall, the emulsion must be stored in heated containers capable of maintaining internal temperature above +7 °C. Attempts to add anti-freeze agents such as ethylene glycol compromise film integrity as the glycol remains trapped in the dried polymer matrix and acts as a permanent plasticiser, lowering tensile modulus and increasing water uptake by 15–20 %. Comparative performance data for polymer-modified cementitious waterproofing slurries prepared with a constant p/c ratio of 0.13 on a CEM I 42.5 R base, silica sand 0.1–0.5 mm, and a comb-type PCE superplasticizer are summarised below. The standard VAE reference corresponds to a commercial grade with MFFT ≈4 °C and ethylene content ≈12 %; the styrene-acrylic (SA) reference is a carboxylated dispersion with MFFT ≈20 °C and requires 2 % plasticiser on polymer solids to achieve film formation at 5 °C.
    Performance of mortars modified with different polymer dispersions
    ParameterCELVOLIT 1320-modifiedStandard VAE-modifiedStyrene-acrylic + plasticiserTest protocol
    Crack bridging at 23 °C1.1–1.4 mm0.6–0.8 mm0.9–1.2 mmEN 14891 Method A
    Crack bridging at -10 °C0.6–0.8 mm≤0.2 mm0.2–0.4 mmEN 14891 Method B
    Adhesion after water immersion (14 d)1.2–1.5 MPa0.8–1.0 MPa1.3–1.6 MPaASTM D7234
    Water impermeability (5 bar, 24 h)3–5 mm penetration8–12 mm penetration2–4 mm penetrationEN 12390-8
    Compressive strength 28 d28–32 MPa30–34 MPa22–26 MPaEN 196-1
    Open time (trowel)35–45 min30–35 min40–50 minInternal scrape test
    The data illustrate that while the styrene-acrylic system can deliver marginally superior impermeability and wet adhesion, it does so at the expense of compressive strength and freeze-flexibility unless substantial plasticiser is added; the plasticised SA coat can exhibit exudation of the coalescing agent in sustained damp conditions, causing staining and adhesion decay at the laminate interface with finishing plasters. The standard VAE, although offering the simplest handling without plasticiser, fails crack-bridging requirements at low temperatures. CELVOLIT 1320 occupies a technically robust middle ground for exposed waterproofing membranes subject to diurnal thermal cycles down to −15 °C, particularly where the specification mandates no fugitive plasticiser. The slower early water resistance described above must be factored into site scheduling; published data for this specific configuration of production under rapid-track formwork stripping is limited, but anecdotal reports from pre-fabricated bathroom pod manufacturers indicate that installation over green concrete (less than 7 d of curing) without surface priming leads to occasional blistering that resolves only after extended dry-out periods exceeding 14 d at 20 °C.