Uma pasta cimentina modificada por polímero de dois componentes, composta por uma dispersão de acetato de vinilo-etileno livre de estireno e uma porção em pó de mistura seca contendo cimento Portland ordinário CEM I 42.5R, areia de sílice graduada (0,1-0,3 mm), enchimento de carbonato de cálcio e um desespumante em pó baseado na química do poliglicol, funciona como a camada impermeabilizante primária inferior para porões de concreto e fossos de elevadores em projetos de conformidade com EN 1504-2:2004 (sistemas de proteção de superfície para concreto, método de revestimento 3.2) e GB/T 23445-2009 Tipo II. O componente líquido, designado aqui como Componente A, é formulado com 94,0% em peso CELVOLIT 1320 (55% sólidos, -2 °C MFFT, 1,08 g/cm³ densidade úmida), 4,5% em peso acetato de butil diglicol como coalescente, 0,8% em peso dispersante de policarboxilato modificado hidrofóbicamente e 0,7% em peso agente de controle de espuma sem silicone pré-disperso em propilenglicol. O componente B é uma pré-mistura de 52% em peso cimento, 28% em peso 80 µm enchimento de pedra calcária, 19% em peso areia de quartzo e 1% em peso acelerador de formato de cálcio. A relação de mistura especificada é 1:2,5 em peso (líquido:pó), dando uma relação polímero-cimento (p/c) de 0,12 em uma base de sólidos secos, o que coloca o filme curado em uma intersecção de ≥2,4 MPa resistência à tração (ISO 37 Halter Tipo 2, 200 mm/min) e ≥68% alongamento na ruptura após 28 dias cura ambiental a 23 °C, 50% RH. O processo de produção em um misturador planetário de 500 litros envolve carregar líquidos do Componente A a baixa velocidade de 200 rpm, peneirar o pó sob 800–1.000 rpm dispersão de alto cisalhamento com uma lâmina de borboleta e homogeneizar continuamente por um total de 4–6 minutos para obter uma moagem Hegman de 4–5. Aplicada por palha entalhada a 1,5 kg/m² por camada em duas camadas, a loda molha o concreto C30/37 totalmente hidratado sem um primer separado devido à tensão superficial 28 mN/m da fase VAE; falhas de adesão entre revestimentos, registradas em paredes de forma deslizante com óleo de forma residual, são mitigadas por pré-lavagem de solução de metasilicato de sódio 3%. O sistema acabado fornece uma membrana elastomérica sem costura classificada como CT (revestimento aplicado por líquido com capacidade de pontagem de rachaduras) de acordo com EN 14891:2017, adequada para obras de reparação de concreto e tanques externos onde a pressão hidrostática não exceda -3 m cabeça. Gargalos de processamento encontrados em linhas de mistura contínua incluem aprisionamento de ar que atinge 7-9 vol% quando as velocidades do agitador excedem 1.200 rpm, exigindo uma etapa de desaeração a vácuo a jusante (-0,8 bar por 45 segundos) para manter a formação de filme livre de buracos de pinos; além disso, a vida do vaso medida por viscometria rotativa (Brookfield RV, fuso #6, 20 rpm) cai de 55 minutos a 20 °C para 18 minutos a 35 °C devido ao crescimento acelerado da etringita catalizado por grupos de acetato de VAE, fator que determina os tamanhos máximos de lotes em locais de alta altura onde a aplicação bombeada a 40 bar requer uma mistura retardadora modificada por reologia.
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
| 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 |
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
| 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 |
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.