| 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 | 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. |
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.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.| Service condition | p/c or resin fraction | Critical standard | Cyclic durability benchmark |
|---|---|---|---|
| Below-grade tanking (JS-type) | p/c 0.12 | GB/T 23445 II | 0.3 MPa backside pressure, 1,200 h no seepage |
| Cementitious screed overlay | 8–10% of binder | EN 13813 B1.5 | 50 cycles chill-water shock, ΔT 40 K |
| Shotcrete tunnel membrane | 5–8% by cement wt | EN 14488-6 | 300 freeze-thaw, residual strength >80% |
| Pool lining under tiles | 48–52% wet fraction | EN 14891, DVGW W 270 | 18-month chlorinated water, pH 7.2, 1.5 mg/L Cl₂ |
| Exposed joint membrane | 42% dry solids | ASTM C836 | 1.2 mm crack cycling at −15 °C, 5,000 cycles |
| Equipment configuration | Measured parameter | Acceptable envelope | Consequence of deviation |
|---|---|---|---|
| High-shear dissolver, 1,200 rpm | Entrapped air (pycnometer, ISO 2811) | <4 vol% | Pinhole porosity above 300 µm, water penetration EN 1062-3 failure |
| Twin-shaft compulsory mixer | Slurry temperature rise | ΔT < 8 K from ambient | Accelerated cement hydration, 50% pot life reduction at 30 °C |
| Airless sprayer, 210 bar | Wet film thickness per pass | 0.6–0.8 mm | Sag index >300 µm on verticals per ASTM D4400 |
| Rotary drum mixer (site) | Emulsion addition sequence | Post-water, pre-ceramic aggregate | Premature break of VAE at pH 12.5, poor dispersion |
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| Property | Value | Test Method |
|---|---|---|
| Solids content | 55 ± 1 % | ISO 3251 (1 h, 105 °C) |
| Brookfield RVT viscosity | 800–2000 mPa·s (sp. 4, 20 rpm, 23 °C) | ISO 2555 |
| pH | 4.5–5.5 | ISO 976 |
| MFFT | ≈0 °C | ISO 2115 |
| Particle size (D₅₀) | 0.8–1.5 µm | Laser diffraction (ISO 13320) |
| Density at 20 °C | ≈1.08 g/cm³ | ISO 2811-1 |
| Freeze–thaw stability | Non-stable—avoid storage below 5 °C | Internal method, 5 cycles -5 °C/+23 °C |
| Storage shelf life | 12 months in original sealed containers at 5–30 °C | Per manufacturer’s QM system |
| Parameter | CELVOLIT 1320-modified | Standard VAE-modified | Styrene-acrylic + plasticiser | Test protocol |
|---|---|---|---|---|
| Crack bridging at 23 °C | 1.1–1.4 mm | 0.6–0.8 mm | 0.9–1.2 mm | EN 14891 Method A |
| Crack bridging at -10 °C | 0.6–0.8 mm | ≤0.2 mm | 0.2–0.4 mm | EN 14891 Method B |
| Adhesion after water immersion (14 d) | 1.2–1.5 MPa | 0.8–1.0 MPa | 1.3–1.6 MPa | ASTM D7234 |
| Water impermeability (5 bar, 24 h) | 3–5 mm penetration | 8–12 mm penetration | 2–4 mm penetration | EN 12390-8 |
| Compressive strength 28 d | 28–32 MPa | 30–34 MPa | 22–26 MPa | EN 196-1 |
| Open time (trowel) | 35–45 min | 30–35 min | 40–50 min | Internal scrape test |