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Anhui Liwei Chemical Co., Limited.

VAE Emulsion CW 40-705A

    • Product Name: VAE Emulsion CW 40-705A
    • 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 735560
    Product Name VAE Emulsion CW 40-705A
    Type Vinyl Acetate Ethylene Copolymer Emulsion
    Appearance White milky liquid
    Solid Content 54-56%
    Viscosity 1500-2500 mPa·s at 25°C
    Ph 4.5-6.0
    Glass Transition Temperature 0°C
    Particle Size 0.2-1.0 μm
    Density 1.06 g/cm³
    Residual Monomer <0.1%
    Protective Colloid Polyvinyl alcohol
    Film Flexibility Excellent
    Freeze Thaw Stability Stable for 1 cycle
    Mechanical Stability Excellent

    As an accredited VAE Emulsion CW 40-705A factory, we enforce strict quality protocols—every batch undergoes rigorous testing to ensure consistent efficacy and safety standards.

    Packing & Storage
    Packing VAE Emulsion CW 40-705A is packaged in 200 kg plastic drums, with options for IBC totes and bulk tankers.
    Container Loading (20′ FCL) 20′ FCL loading: VAE Emulsion CW 40-705A in sealed drums/IBCs, tightly stowed, secured, and protected to prevent leakage during transit.
    Shipping VAE Emulsion CW 40-705A ships as a non-hazardous, water-based polymer dispersion in drums, IBC totes, or bulk tankers. Protect from freezing and extreme heat; ideal transport temperature is 5–40°C. Avoid prolonged storage, and keep containers sealed to prevent skinning and contamination. Standard logistics with no dangerous goods restrictions apply.
    Storage Store VAE Emulsion CW 40-705A in original, tightly sealed containers in a cool, dry, well-ventilated area. Maintain temperature between 5°C and 35°C; do not allow freezing, as this can damage the emulsion. Keep away from direct sunlight, heat sources, and incompatible materials. Stir gently before use and follow container shelf-life recommendations.
    Shelf Life Shelf life is typically 6 months from manufacture if stored between 5–35°C in sealed containers.
    Application of VAE Emulsion CW 40-705A

    For finger-jointing of kiln-dried beech and ash scantlings destined for load-bearing interior millwork, the emulsion is metered through a gear pump directly onto a ribbed applicator roll cluster operating at a peripheral speed ratio of 1:0.8 relative to the substrate feed. The as-supplied viscosity of 2 800–3 600 mPa·s (Brookfield RVT, spindle #3 at 20 rpm) necessitates controlled shear thinning; a tempering water addition of 3–5 % by weight of the neat emulsion is introduced inline via a static mixer element to bring the working viscosity into the 1 200–1 600 mPa·s band required for consistent film-splitting on the grooved finger profiles. Open times measured on birch at 23 °C and 55 % RH under a cross-flow of 0.2 m/s rarely exceed 10 minutes at a spread rate of 150–180 g/m² double-sided wet, after which the adhesive skin-over begins to elevate the apparent yield stress and compromises tooth penetration in the finger joint. Assembly is completed within a 12-minute window, followed by cold pressing at 0.8–1.2 MPa for 20–35 minutes depending on the equilibrium moisture content of the stock—when the wood exceeds 10 % MC, the diffusion of water into the cell walls retards film coalescence and the press time is extended by 8–12 % per percentage point above 10 %. Post-cure storage for 72 hours at 20 °C and 50 % RH is standard before testing to DIN EN 204 durability class D2. Without addition of external crosslinkers, repeated boiling cycles in D3 or D4 regimes will reduce the shear strength below the 10 N/mm² threshold stipulated in EN 12765 for Type I assemblies; however, the thermoplastic backbone of the VAE copolymer contributes sufficient creep resistance to pass the 6 000-hour static load test at 50 °C when the joint geometry is limited to a bond-line thickness of 0.08–0.15 mm. On the shop floor, continuous-feed ripsaws equipped with automatic optical defect detection raise a recurring bottleneck: dust deposits with extractives from the sawn surfaces alter the critical surface tension of the substrate, and sporadic wetting failures require a shift of the flame-treatment station upstream of the glue line. The addition of 5–8 phr of a balsam ester resin dispersion is practiced in lines where sapwood-to-heartwood transitions cause intermittent peel strengths below 3.5 N/mm, though this modification drops the tensile storage modulus of the coalesced film by 18–22 % between 40 °C and 60 °C, which must be compensated by an increase in press force to 1.5 MPa to meet the 10 N/mm² dry-shear requirement of DIN EN 205.

    What permits the substitution of urea-formaldehyde in D3 edge-gluing of beech under high-frequency curing?

    The water-borne nature of the VAE dispersion is exploited in high-frequency (HF) gluing cells where the polar oscillating field preferentially heats the water phase in the bond line, producing a temperature ramp from ambient to approximately 85–95 °C within 45–90 seconds at a frequency of 13.56 MHz and an electrode gap of 35–50 mm. The emulsion is blended with 12–18 phr of a semi-neutralized acrylic acid copolymer thickener to raise the static viscosity to 25 000–35 000 mPa·s, preventing run-off from vertical staves during the 8–14 second handling interval before the HF press closes. Prior to energizing the field, a low-temperature plateau at 40–45 °C is held for 15–20 seconds to allow water to equilibrate across the bond-line thickness and avoid localized steam explosions that excavate craters in the still-fluid film. The rapid rise in ionic mobility triggers a partial destabilization of the polyvinyl alcohol protective colloid at the surface of the latex particles; this event is recorded as a sharp drop in the impedance measured between the two electrode plates and is used on several Italian multi-opening lines as the feedback signal to terminate the RF pulse. The fused film achieves a benzyl alcohol swelling ratio below 12 % after 24-hour conditioning, equivalent to the resistance of a Type II thermosetting PVA adhesive per EN 14256. Operating boundaries are narrow: if the HF generator’s duty cycle is set above 80 % during the initial 20 seconds, the internal film temperature overshoots 100 °C and the formed steam fractures the cellulose-lignin matrix adjacent to the bond, generating a brown-stain defect line approximately 0.3–0.7 mm deep that reduces the cyclic-delamination resistance to below the 5 % delamination limit prescribed in EN 391 for finger-jointed structural members. A quartz-sand filler loading of 3–5 % (particle size cut 45–80 μm) serves a dual function: it acts as a dielectric spacer to prevent zero-gap contact and shorting of the electrodes, and it increases the thermal conductivity of the uncured composite to 0.45 W/(m·K), shaving 8–12 seconds off the total cycle time. Adhesion to acetylated radiata pine is problematic because the reduced hydroxyl population of the wood creates a pH differential with the emulsion (native pH 4.8–5.2) that arrests particle coalescence; borax-buffered post-treatment of the wood surface to a pH of 6.0–6.5 prior to adhesive application is an empirically validated countermeasure, although the long-term alkaline degradation risk under sustained load at 50 °C and 85 % RH has not been fully mapped in published creep models.

    Carpet tuft lock and pre-coat compounding — the role of ethylene content

    In the pre-coat station of a tufted-carpet finishing range operating at line speeds between 25–40 m/min, the emulsion is combined with 350–550 phr of calcium carbonate filler (median particle diameter 8–15 μm, top-cut 45 μm) and dispersed under a Cowles blade at 18–22 m/s tip speed for 25–35 minutes. The high ethylene content of this VAE grade—indicated by a glass transition onset near −2 °C in DSC scans at 10 K/min—translates into an elongate deformation of the filled film that resists tuft-withdrawal forces exceeding 15 N per tuft after 7-day conditioning at 23 °C and 50 % RH. The compound is pumped at 28–32 °C through slotted extrusion dies delivering a wet film thickness of 1.2–1.8 mm onto the reverse side of the primary backing; the immediate passage under an infrared pre-gel zone (emitter surface temperature 600–800 °C, panel length 1.5 m) lifts the film surface temperature to 55–62 °C and initiates a skin that prevents filler bleed into the pile. A critical quality variable is the pH buffering of the compound: the emulsion’s own titratable acidity is 2.5–3.0 mmol KOH/100 g dry polymer, and the addition of untreated ground limestone with a residual free calcium oxide content above 0.3 % drives the pH above 8.5, destabilizing the aluminum-silicate-protected colloid system and causing a viscosity crash of 30 000 mPa·s or more within 2 hours of mixing. To maintain a pot life of 8 hours, the filler must meet the BS EN ISO 787-9 requirement for pH of aqueous suspension between 8.0–9.5 when measured at 5 % solids, and any deviation is corrected by dosing 0.5–1.2 phr of a glycidyl-functional silane that also improves wet tensile strength retention (typically 65–72 % after 24-hour water immersion at 20 °C per ASTM D412 modified for thin films). In high-humidity coastal manufacturing sites where ambient air consistently exceeds 80 % RH, the dried pre-coat can reabsorb up to 4.5 % moisture by weight over a weekend shutdown, lowering the laminate bond strength to secondary backing by 15–20 %; forced-air dehumidification of the roll storage area to a dew point below 10 °C is the standard corrective investment.

    When the coating weight on snack-cup board drops below 3.5 g/m² dry, the heat-seal activation window narrows to ±3 °C

    Paperboard for hot-fill snack cups carrying acidic foods (pH 3.2–4.0) requires a barrier seam adhesive that activates rapidly under the thermal impulse of a folding mandrel without breaking through the polyethylene extrusion coating. The neat emulsion is doctored onto the PE-laminated board via an anilox roll engraved at 140–160 lines/cm with a theoretical cell volume of 6.0–8.5 cm³/m², yielding a dry deposition of 2.8–3.8 g/m² after forced-air drying at 90–105 °C for 2.5–4.0 seconds. At these film masses, the coalesced layer has an average thickness of 2.7–3.6 μm, and thermal transfer from the heated platen (set-point 140–170 °C) to the bond interface is rate-limited by the crystallite melting endotherm of the LDPE layer; a dwell time of 0.3–0.6 seconds is required to bring the adhesive to 80–90 °C, where chain mobility unlocks sufficient interdiffusion between the VAE phase and the oxidized PE surface. The heat-seal strength measured by T-peel on 15 mm strips at a rate of 300 mm/min according to ASTM F88 is required to exceed 4.0 N/15 mm on the formed cup, and the activation window—defined as the platen temperature band that yields >3.5 N/15 mm without film distortion—is ±3 °C at 3.5 g/m² dry coverage but expands to ±7 °C at 5.0 g/m². A shift of the anilox roll run-out beyond 15 μm TIR is sufficient to produce cold streaks where the local dry weight drops to 2.5 g/m², causing intermittent seal failures during burst testing at 90 kPa internal pressure (per ISO 11607-1 test method adapted for cups). The adhesive must meet the migration limits of EU Regulation 10/2011, specifically an overall migration cap of 10 mg/dm² for the food-contact layer; independent compliance verification uses simulant B (3 % acetic acid) for 30 minutes at 70 °C. Furthermore, the formulation cannot incorporate any diisobutyl phthalate or benzyl butyl phthalate at concentrations exceeding the 0.1 % w/w sum limit under REACH Annex XVII Entry 51, a constraint that eliminates several conventional coalescing agents and obliges the use of a propylene glycol phenyl ether at 1.5–3.0 % of the emulsion weight as the sole film-forming aid. Line monitoring for retort shock resistance employs a thermal shock chamber that cycles from 5 °C to 95 °C and back over 12 minutes; cups that survive 10 cycles without wicking of the model food simulant through the seam are logged as passed.

    Application SegmentCritical Performance StandardCritical Migration/Compliance ReferenceTypical Emulsion Demand (dry g/m² or phr)
    Finger-jointed millwork (D2)DIN EN 204 D2, EN 12765REACH Annex XVII (formaldehyde free)150–180 g/m² (double-sided)
    HF-cured glulam (D3)EN 391 delamination, EN 14256Euroclass E per EN 13501-1 (if flame retarded)140–200 g/m² (single-side, thickened)
    Carpet pre-coatISO 24261 tuft bind, ASTM D412GB 18587-2001 (VOC, China), AgBB scheme (Germany)35–45 % w/w of compound (dry)
    Snack-cup seam adhesiveASTM F88 seal strength, ISO 11607-1 burstEU 10/2011 OML 10 mg/dm², FDA 21 CFR 176.1702.8–5.0 g/m² dry
    Nonwoven acquisition layer binderEDANA NWSP 110.4.R0 wet strengthFDA 21 CFR 176.170 (indirect food), OEKO-TEX Standard 100 Class I6–12 % add-on by fibre weight
    Masonry primer on autoclaved aerated concreteEN 1062-3 water-vapour transmission, EN 1542 pull-offDIRECTIVE 2004/42/EC subcategory A/h (30 g/L VOC)80–120 g/m² wet per coat

    In the converting aisles of a spunbond-polypropylene/nonwoven composite line producing diaper acquisition layers, the emulsion is pumped from an IBC to the spray bar manifold at 2.5–3.0 bar and atomized through air-assisted nozzles with an orifice diameter of 0.7 mm. The aerodynamic shear of the expanding air plume at approximately 0.9–1.1 Nm³/min per nozzle dropletizes the diluted emulsion—previously let down to 18–22 % solids content with de-ionized water to prevent clogging of the 50 μm in-line filters—and produces a median droplet size of 45–65 μm, which is deposited onto a carded web moving at 80–120 m/min. Micro-foam entrainment at the spray head, measured as an increase in the entrained air fraction from 0.5 % to 2.5–3.8 % of the liquid volume, becomes the primary limiting factor at line speeds above 100 m/min: the foam bubbles, once collapsed in the drying tunnel (first zone 120 °C, second zone 150 °C, dwell time 3.5 seconds), leave microscopic pinholes in the binder film that reduce the wet-web tensile index by 20–35 % when tested according to EDANA/INDA NWSP 110.4.R0 after 1-hour immersion in 0.9 % saline. A vacuum-degassing loop retrofitted on the recirculation line and maintained at −0.8 bar gauge reduces the entrained air fraction below 0.7 % and restores line speed capability to 130 m/min. The binder crosslinks solely through physical entanglement and polar hydrogen bonding; while this yields a relatively low wet-strength retention of 30–40 % relative to dry, it permits the finished substrate to pass the skin sensitization panel according to ISO 10993-10 and the aqueous leachate cytotoxicity test per ISO 10993-5, enabling registration as a Class I medical device substrate. Any contamination with cationic flocculants above 50 ppm in the source water triggers heterocoagulation in the storage tote, visible as grain particles exceeding 200 μm, and requires the entire batch to be screened through a 100 μm vibratory sieve before use.

    Waterproofing membrane under ceramic tile in wet-room installations — fibre-reinforced slurry formulation

    A two-component waterproofing slurry for concealed waterproofing beneath adhered mosaic in shower enclosures consists of a powder component (blended Portland cement CEM I 52.5R, silica sand 0.1–0.5 mm, finely ground calcium carbonate d₅₀ 3–5 μm, cellulose ether at 0.25–0.40 % of total powder, and polypropylene microfibres 6 mm, 18 dtex) and a liquid component built around the VAE emulsion. The mix ratio of powder to liquid is fixed at 4.0:1 by weight, yielding a mortar consistency of 150–175 mm flow on the Hägermann cone without additional tempering water. Application proceeds with a 4 × 4 mm notched trowel that lays down a wet-film thickness of 2.5–3.0 mm, which cures to a dry thickness of 1.8–2.2 mm under ambient conditions of 20 °C and 60 % RH. The emulsion’s carboxylation functionality chelates calcium ions released during the hydration of the tricalcium silicate phase and generates an interpenetrating organic-inorganic network at the colloidal scale; this manifests as a crack-bridging ability of 0.8–1.2 mm at −10 °C after 28-day cure when tested in accordance with the EN 14891 mandatory requirement for liquid-applied water impermeable products. Tiles are fixed with a C2-series cementitious adhesive after a curing pause of 24–48 hours depending on the ventilation rate; premature tile installation before the membrane’s residual moisture content falls below 4.5 % (measured by carbide hygrometer) causes osmotic blistering at the membrane-adhesive interface that can reduce the pull-off adhesion to below the 0.5 N/mm² minimum of EN 14891. The formulation is incompatible with amine-based epoxy admixtures frequently proposed for moisture-vapor suppression: the amines catalyze a catastrophic rise in the alkaline hydrolysis rate of the vinyl acetate component at the high pH (12.5–13.5) characteristic of the hydrating cement matrix, and the evolved acetic acid etches the cement surface enough to lower the 28-day compressive strength by 8–12 MPa relative to the unmodified reference.

    Air-permeability coefficients below 0.5 m³/(m²·h·kPa) are maintained when the masonry primer is pigmented with micaceous iron oxide

    Autoclaved aerated concrete (AAC) blocks with a raw surface roughness Rₜ of 0.8–1.4 mm and a capillary water absorption coefficient above 0.5 kg/(m²·h⁰·⁵) as per EN 1015-18 require a levelling and vapour-open primer that does not trap construction moisture. The emulsion is let down with potable water to a Ford Cup #4 efflux time of 35–45 seconds (~1000–1300 mPa·s) and modified with 6–8 % by wet weight of a lamellar micaceous iron oxide pigment having a lamella thickness of 1–3 μm and an aspect ratio exceeding 15:1. Roller-coating at a wet spread rate of 120–150 g/m² produces a homogeneous film that dries to a matt finish in 45–60 minutes at 23 °C and 50 % RH, delivering a water-vapour diffusion-equivalent air-layer thickness Sd of 0.25–0.40 m, which satisfies the Class I vapour permeability criteria of EN 1062-1. The same primer without the platy extender registers an Sd below 0.10 m but then fails to block the migration of soluble alkali salts from the AAC substrate, producing a white efflorescence bloom on the dark-tinted topcoat within 3 months of natural weathering. Over-paintability with 100%-acrylic exterior topcoat is optimal after 4–6 hours of drying; earlier application entrains the residual coalescing solvent and induces micro-vesiculation that drops the specular gloss at 60° by 12–18 units. The liquid primer is classified as subcategory A/h under Directive 2004/42/EC and must not release more than 30 g/L of volatile organic compounds; the emulsion, as supplied, already falls below 15 g/L when analysed by headspace GC per ISO 11890-2, obviating any need for high-boiling coalescents. On weathered concrete, a single tie-coat of the undiluted emulsion applied by short-nap microfibre roller (8 mm pile) at 60–80 g/m² wet achieves a pull-off adhesion strength of 0.8–1.2 N/mm² when tested against a rigid substrate with a dolly diameter of 50 mm per EN 1542; cohesion failure within the substrate is the predominant mode provided the dust-free preparation grade P2 of ISO 8501-4 has been met.

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    Certification & Compliance
    More Introduction
    VAE Emulsion CW 40-705A is a carboxylated vinyl acetate–ethylene copolymer dispersion engineered for high-solids construction applications, where low volatile organic compound (VOC) content, plasticizer-free flexibility, and robust substrate adhesion on cementitious and porous surfaces are required. The product is supplied as a surfactant-stabilized aqueous dispersion with a solids content of 54–56 % (ISO 3251) and a pH of 4.0–5.5 (ISO 976). Brookfield viscosity at 23 °C (spindle 3, 20 rpm) typically falls between 1,500 and 3,500 mPa·s, while the minimum film-forming temperature (MFFT) is ≤0 °C (ISO 2115), allowing coalescent-free film formation under ambient jobsite conditions. The glass transition temperature (Tg) is near 0 °C as measured by differential scanning calorimetry (ISO 11357-2), which, together with an ethylene content of approximately 15–20 wt%, imparts permanent flexibility without extracting migrating plasticizers from formulated systems. In cement-based waterproofing slurries, the emulsion acts as a reactive polymer modifier that co-mingles with hydrating cement phases to reduce capillary porosity and impart crack-bridging ability. Substituting a portion of the mix water with CW 40-705A at a polymer-to-cement ratio (p/c) of 0.10–0.20 significantly increases the elongation at break of the cured composite.

    How does the presence of CW 40-705A alter the hydration kinetics and air-void structure of polymer-modified cement mortars?

    When the dispersion is introduced into a high-pH, ionic environment, controlled coagulation on cement grain surfaces occurs, followed by film coalescence during drying. This mechanism partially retards early C3S hydration, as evidenced by isothermal calorimetry data. In a standard OPC-based slurry with a water-to-cement ratio (w/c) of 0.40 and 10 % polymer solids by cement mass, the induction period extends by 60–90 min relative to an unmodified mix. This retardation must be factored into setting-time specifications, especially at temperatures below 10 °C, where activation energy for hydration drops. The polymer also stabilises entrained air; typical total air content increases by 2–4 % over the control, which can reduce compressive strength if not controlled with defoamers. Testing per ASTM C109/C109M-21 on 50 mm cubes cured 28 days at 23 °C and 95 % RH often shows a compressive strength of 28–35 MPa for a 0.15 p/c system, compared with >45 MPa for plain mortar—a compromise accepted because the increase in tensile adhesion and water impermeability is the performance driver. Water absorption coefficients measured by the RILEM tube test (ASTM C1585-20) typically fall below 0.1 kg/m²·h⁰.⁵ after 24 h of contact, meeting the requirements of EN 14891 for liquid-applied water impermeable products. Mixing protocols for two-component membrane formulations demand high-shear dispersion to fully incorporate the emulsion into the powder blend. A twin-shaft dissolver operating at a tip speed of 18–22 m/s for 3–5 min has been found sufficient to produce a lump-free slurry with a flow consistency of 180–220 mm on a flow table (EN 1015-3). Industry experience from automated batching plants confirms that sequence matters: premixing the liquid polymer with the total gauging water before cement addition minimises the risk of irreversible flocculation at the liquid–solid interface.

    Permanent Flexibility Without External Plasticizers and Its Influence on Cold-Flex Membrane Performance

    Traditional acrylic latex-modifications often rely on coalescing solvents to lower MFFT, which may later evaporate and embrittle the film. CW 40-705A’s near-zero MFFT, achieved by internal ethylene segments, eliminates this dependency. This property is critical for below-grade waterproofing and roof-coating systems where the membrane must survive winter movement without microcracking. Tensile tests on free polymer films cast at 23 °C and 50 % RH and conditioned per ISO 23529 demonstrate stress at break of 2.0–3.5 MPa and elongation at break exceeding 800 % (ISO 37 type 2 dumb-bell). After 1,000 h of accelerated weathering in a QUV chamber (ASTM G154 cycle 1), elongation retention commonly remains above 85 %, indicating strong resistance to oxidative chain scission—an advantage over styrene-butadiene rubbers (SBR) which tend to yellow and harden under UV exposure. Where the product diverges from many VAE emulsions aimed at wood adhesion is its improved compatibility with inorganic colloids. The carboxylic content (acid number 2–4 mg KOH/g solids) confers anionic character that electrosterically stabilises the dispersion in the presence of calcium ions leaching from fresh concrete. This is a differentiator from non-carboxylated ethylene-vinyl acetate (EVA) dispersions, which may coagulate rapidly when in contact with bivalent cations, leading to grainy textures and weak interfacial bonding.
    PropertyTest MethodValue
    Solids contentISO 3251 (2 g, 1 h at 105 °C)54–56 %
    pHISO 976 (23 °C)4.0–5.5
    Viscosity (Brookfield RVT, #3/20 rpm, 23 °C)ISO 25551,500–3,500 mPa·s
    MFFTISO 2115≤0 °C
    Tg (midpoint, DSC)ISO 11357-2~0 °C
    Free monomer (residual VAc)ISO 13741<0.1 %
    Specific gravity at 25 °CISO 2811-1~1.06
    Production-scale handling introduces additional constraints. The dispersion must be protected from repeated freeze-thaw cycling; even though some stability against transient freezing is built in, exposure to temperatures below −5 °C for extended periods can induce irreversible coagulation. Storage facilities maintained at 5–35 °C are standard. Upon container opening, a thin crust may form on the liquid surface if the tank seal is compromised—this can be filtered through a 250 µm mesh before use to prevent nozzle clogging in spray-applied waterproofing applications. Furthermore, the emulsion is incompatible with amine-based setting accelerators often employed in shotcrete systems; the rapid pH rise and amine-catalyzed ester hydrolysis can destabilise the colloid, causing a stringy precipitate within seconds.

    When Co-binders in Flexible Tile Adhesives Demand S2-class Deformability

    Polymer-modified cementitious tile adhesives (C2S2 classification per EN 12004) rely on adequate polymer content to achieve transverse deformation exceeding 2.5 mm and adhesion strength above 1.0 MPa after water immersion. CW 40-705A is positioned for these high-flex requirements. When incorporated at a p/c ratio of 0.25–0.30 into a C2 base mortar, the resulting adhesive reaches a 28-day transverse deformation of 4–6 mm (EN 12002), while maintaining an adhesion strength on concrete after 6 hours of water immersion of 1.0–1.5 MPa (EN 12004). The anionic nature of the latex interacts electrostatically with the cationic surfaces of ordinary Portland cement, forming a polymer-cement co-matrix that retains cohesion under sustained humidity—a notable difference from all-acrylic adhesives, which may exhibit swelling-induced adhesion loss under continuous water contact.

    Comparative Positioning: VAE Emulsion CW 40-705A Against Other Aqueous Dispersions

    In cement modification, formulators often must select between VAEs, pure acrylic emulsions, styrene-acrylics, and SBR latices. CW 40-705A occupies a distinct niche. Its copolymer architecture provides dry-wet adhesion parity with pure acrylics but without coalescent demand. SBR latices, while economical, generally exhibit MFFT above 5 °C and require coalescents to film under cold application conditions; they also show inferior ultraviolet resistance, developing surface chalking after prolonged daylight exposure. Compared to carboxylated acrylics with similar MFFT, CW 40-705A demonstrates lower plasticizer extraction from asphalt substrates, which is beneficial in sheet membrane primers. Another performance boundary: when extremely high alkali resistance is non-negotiable—such as in repairs of potassium-silicate coatings—styrene-acrylics may outperform VAEs due to ester hydrolysis. Published data for this specific configuration is limited, and plant trials with the substrate batch in question are always recommended.
    ParameterVAE CW 40-705AConventional VAE (high Tg)Pure Acrylic Emulsion
    Approximate Tg (°C)0+15−10 to +10
    MFFT (°C)≤0≥105–10 (without coalescent)
    Tensile elongation of mortar (p/c 0.15)>300 %150–200 %200–400 %
    Wet adhesion on concrete (28 d)>1.2 MPa (EN 14891)0.8–1.0 MPa1.0–1.5 MPa
    UV resistance (xenon-arc 1,000 h)Minimal yellowing, no chalkingSlight yellowingExcellent, no yellowing
    For best results in twin-screw continuous mixing plants, feed the emulsion via a progressive cavity pump calibrated to deliver ±1 % accuracy by mass. Dynamic tracking of latex addition rate and online moisture sensors feeding back to water dosage loops are necessary to maintain a constant p/c ratio as ambient conditions shift. Batch records from field installations indicate that deviations in polymer content exceeding 0.5 % absolute on cement weight can alter slump life and final membrane flexibility beyond the permitted engineering tolerance. Those employing CW 40-705A in self-leveling underlayments should note that the air-entrainment effect previously described reduces density, which can be beneficial for thermal insulation screeds but counterproductive for high-strength levelling compounds. Defoamer addition of 0.3–0.5 % on wet latex weight, using a mineral-oil-based defoamer with hydrophobic silica, is a common corrective action validated on production-scale planetary mixers with 500 Lcapacity. No additional post-application treatment beyond standard curing practices is required, though UV-cured topcoats may be applied to enhance abrasion resistance. Adhesion over old ceramic tile with low porosity is promoted by wetting the substrate with a 10–15 % dilution of the emulsion in water as a priming layer, allowed to dry to a tack-free film before trowelling the modified mortar. This method exploits the polar nature of the carboxyl groups to hydrogen-bond to silicate surfaces, creating a mechanical-chemical interlock that pure dispersions of non-polar character cannot achieve.