| HS Code | 708964 |
| Product Name | DA-1126 VAE Copolymer RDP |
| Chemical Composition | Vinyl Acetate-Ethylene copolymer |
| Appearance | White free-flowing powder |
| Solid Content | 99.0 ± 1.0% |
| Ash Content | 10.0 - 14.0% |
| Bulk Density | 480 - 600 g/L |
| Particle Size | ≥90% through 200 mesh |
| Ph 10 Solution | 6.0 - 8.0 |
| Minimum Film Forming Temperature | 4 - 7 °C |
| Film Appearance | Transparent and flexible |
| Dispersion Stability | Excellent redispersibility in water |
| Adhesion Strength | High tensile adhesion on substrates |
| Water Resistance | Good water and alkali resistance |
| Flexibility | Superior flexibility and crack resistance |
As an accredited DA-1126 VAE Copolymer RDP factory, we enforce strict quality protocols—every batch undergoes rigorous testing to ensure consistent efficacy and safety standards.
| Packing | DA-1126 VAE Copolymer RDP is supplied in 25 kg multi-layer paper bags with inner plastic lining for moisture protection. |
| Container Loading (20′ FCL) | 20′ FCL shipment of DA-1126 VAE Copolymer RDP, palletized, moisture-protected, and securely loaded for safe transport. |
| Shipping | DA-1126 VAE Copolymer RDP is shipped in 25 kg multi-layer paper bags on pallets, shrink-wrapped for stability. Keep pallets dry and protected from moisture during transit and storage. Store in a cool, ventilated area. Handle with standard industrial equipment to avoid bag damage. |
| Storage | Store DA-1126 VAE Copolymer RDP in a cool, dry, well-ventilated area. Keep the original container tightly sealed to prevent moisture absorption and caking. Avoid direct sunlight, high temperatures, and excessive pressure. Use within the recommended shelf life, typically six months from manufacture, to maintain powder flow and redispersibility. |
| Shelf Life | Shelf life is 24 months from production date when stored in original sealed packaging under dry, cool conditions. |
DA-1126 VAE copolymer redispersible polymer powder is introduced into ceramic tile adhesive dry mixes at 1.5–4.0 wt% of total dry mortar. The lower boundary is determined by the need to maintain tensile adhesion above 1.0 N/mm² under the environmental exposure conditions specified in EN 12004:2007+A1:2012; below 1.5 wt%, the hydrated cement matrix retains compressive strength but does not form a sufficiently continuous polymer film at the tile/adhesive interface, and the adhesive typically degrades to C1 classification or fails open-time retention after 30 min when tested per EN 1346. The upper boundary of 4.0 wt% is imposed by observed compressive strength loss and excessive thixotropy during notched-trowel application; at addition levels above 4.0 wt%, the polymer film begins to coat unhydrated cement grains, delaying early hydration and increasing the risk of surface skin formation during open time. Production is carried out in low-shear horizontal ploughshare or ribbon mixers with cooling jackets; fill level is maintained at 70–80% of nominal volume, product temperature is kept below 35°C, and total dry blend residence time ranges from 8 min to 15 min. High-shear pin mixers or prolonged mixing above 35°C must be avoided because frictional heat can sinter the polymer particles onto mixer internals and generate resin-rich lumps that later produce gel-like inclusions when the dry mortar is reconstituted with water. The terminal product is packaged as a moisture-proof dry mortar in valve bags with polyethylene liner; after addition of 22–28 parts water per 100 parts mix, it is used as a C2TE ceramic tile adhesive for large-format porcelain tiles, low-absorption vitreous tiles, and facade cladding. Compliance is confirmed through EN 1348 tensile adhesion testing after water immersion, heat ageing, and freeze–thaw cycling, alongside ISO 13007-1:2010 classification and ANSI A118.15 for improved performance cementitious adhesives in North American markets. Storage before use must remain below 30°C and below 70% relative humidity; opened bags reconsumed within 48 h prevent pre-hydration and blocking. Liquid plasticisers or water-reducing admixtures must not be sprayed onto the dry powder during blending; they must be metered with mixing water at the point of use to preserve batch-to-batch homogeneity.
| Test method | Property | Minimum requirement |
|---|---|---|
| EN 1348 | Initial tensile adhesion | ≥1.0 N/mm² |
| EN 1348 | After water immersion | ≥1.0 N/mm² |
| EN 1348 | After heat ageing | ≥1.0 N/mm² |
| EN 1348 | After freeze–thaw cycling | ≥1.0 N/mm² |
| EN 1346 | Open-time adhesion after 30 min | ≥0.5 N/mm² |
In external thermal insulation composite system basecoat formulations, DA-1126 is dry-blended at 2.5–4.5 wt% with Portland cement, calcium carbonate, silica sand, cellulose ether, and alkali-resistant glass fibre. The product must meet the requirements of EAD 040083-00-0404 as the European assessment document for ETICS with mechanically fixed or bonded insulation, and the basecoat is evaluated under the test procedures referenced by ETAG 004:2013. The formulation addition range is wider than in a tile adhesive because the basecoat must form a continuous polymer film around the alkali-resistant glass fibre mesh and provide adhesion to expanded polystyrene or mineral wool boards after repeated hygrothermal and freeze–thaw cycles. At 2.5 wt%, the post-hygrothermal adhesion to insulation board can fall below 0.08 N/mm² if the insulation surface is not pre-routed or if the mesh is embedded too deeply; at 4.5 wt%, the wet basecoat becomes tacky and may pull the mesh during trowelling, causing fibre misalignment and local stress concentration. The downstream production process at the jobsite involves mixing the bagged dry mortar with water in a forced-action paddle mixer for 3–5 min, applying a first basecoat layer of 2–3 mm by stainless steel trowel, embedding the glass fibre mesh, then applying a second pass after the first has set to a total thickness of 4–6 mm. The terminal product is a polymer-modified cementitious basecoat that forms the load-distributing and weather-protective layer of an ETICS facade over EPS, XPS, or mineral wool insulation. Factory-level dry-mix production uses a twin-shaft batch mixer operating at 15–20 rpm; because DA-1126 particles are temperature-sensitive, the mixer jacket is maintained below 30°C and the powder is introduced only after the fine fillers have wetted the mixer surfaces. The most frequent production deviation is batch-to-batch variation in cellulose ether interaction, which changes water retention and open time; formulators test consistency per EN 1015-3 and wet density per EN 1015-6 before bulk packaging. Avoid adding DA-1126 directly into a mixer running above 35°C or into a plenum containing residual water from previous cleaning; either condition causes gumming on the shaft and non-uniform ethylene comonomer distribution in the discharged batch.
A production-scale flexible cementitious waterproofing slurry for external terraces, balconies, and wet rooms is prepared from CEM I 42.5 R Portland cement, silica sand with a maximum particle size of 0.5 mm, limestone filler, a polycarboxylate superplasticiser, and DA-1126 at 3.0–6.0 wt%. The product is classified as a cementitious flexible waterproofing membrane under EN 14891, which addresses liquid-applied water impermeable products installed beneath ceramic tiling; crack bridging is evaluated using the enclosed test method in the standard. The powder component is blended in a low-shear ribbon mixer for 10–15 min at a fill ratio of 60–75%. The mixed powder is then transported to site, where it is combined with water or a proportionate liquid component in a slow-speed drill mixer at 300–500 rpm until a smooth slurry is obtained. The slurry is applied by notched trowel or nylon brush in two coats to a consolidated wet-film thickness of 0.8–1.5 mm, with fibre mesh optionally embedded between coats at movement joints and floor-wall transitions. The terminal product is a flexible cementitious waterproofing membrane that acts as a substrate for tiling in showers, steam rooms, balconies, and terraces. The functional role of DA-1126 is film coalescence after cement hydration; the ethylene segments in the VAE copolymer reduce the minimum film-forming temperature and permit the slurry to form a continuous film at substrate temperatures as low as 5°C, provided that the powder has been stored below 30°C and 70% relative humidity. Overdosing beyond 6.0 wt% is not recommended because the dried membrane may retain the trowel texture and exhibit a closed-cell surface that inhibits water vapour transmission, while underdosing below 3.0 wt% reduces crack bridging after repeated wet–dry cycling. Published data for this specific configuration is limited for DA-1126 across all cement types; formulators should qualify each cement lot because variations in C3A content and soluble alkali level shift polymer film coalescence time and final water impermeability.
Self-smoothing cementitious and calcium-aluminate-based floor underlayments are formulated with DA-1126 at 1.0–2.5 wt% of total dry mix. The product is designed to meet EN 13813 classification for bonded or unbonded floor screeds, with early strength development sufficient for subsequent vinyl, LVT, rubber, or resin floor covering installation. At the lower addition of 1.0 wt%, the primary benefit is reduced surface dusting and improved cohesive strength at the surface; at 2.5 wt%, the polymer film contributes to flexural toughness and reduces edge chipping at door thresholds and expansion joints. Overdosing above 2.5 wt% creates a measurable processing conflict: plastic viscosity increases and flow retention shortens, and the formulator must verify flow cone spread on a per-lot basis because the response varies with calcium aluminate content. This reduction in flow retention cannot be compensated solely by adding superplasticiser, because DA-1126 also increases air entrainment; an additional defoamer dosage of 0.1–0.3 wt% of total mix is typically required, and the defoamer must be selected for compatibility with VAE polymer films to avoid surface haze. Production is performed in a twin-shaft or planetary dry-mix blender at 12–18 rpm with jacket temperature below 35°C; DA-1126 is introduced after fine fillers and defoamer powder have been dispersed, and the batch is discharged through a sieve of 1.0 mm aperture to remove any soft agglomerates. At the construction site, the dry blend is mixed with water at 20–25 parts per 100 parts mix in a slow-speed pump hopper, pumped at 50–120 L/min, and applied by gauge rake and spiked roller to a nominal thickness of 3–10 mm. The terminal product is a high-flow self-leveling underlayment used to level existing concrete, cement screeds, or calcium sulphate screeds prior to decorative floor covering installation. Published flow decay data for DA-1126 in high-range water-reduced systems is limited; each incoming powder lot should be checked against a reference formulation on a EN 1015-3 flow table because lot-to-lot ethylene content influences the minimum film-forming temperature and the time to gelation.
Structural patch repair mortars for chloride-exposed concrete decks, balconies, and bridge soffits are modified with DA-1126 at 2.0–4.0 wt% of the dry components. The compliance framework is EN 1504-3:2005 for products and systems for the protection and repair of concrete structures; polymer-modified cementitious mortars are assigned to class R3 or R4 depending on the compressive strength after 28 days and modulus of elasticity measured to EN 13412. The addition of DA-1126 improves tensile bond to the prepared concrete substrate as measured by EN 1542 and reduces the incidence of plastic shrinkage cracking over large-area patch repairs. The production process at the jobsite is a low-shear drill mixing operation: the bagged dry mortar is added to a clean mixing bucket containing 14–17 parts water per 100 parts mix, mixed at 400 rpm for 3 min, allowed to slake for 2 min, and remixed for 30 s before trowel application. The prepared concrete substrate is pre-wetted to a saturated-surface-dry condition, a bonding slurry is applied where required, and the mortar is pressed into the repair area between 5 mm and 40 mm thickness. The terminal product is a trowellable R3 or R4 polymer-modified structural repair mortar designed for spall repair, edge reinstatement, and concrete patching in vertical and overhead positions. Operational boundaries are more acute than in floor products: below 2.0 wt%, the repair mortar loses tensile elongation capacity and may crack at the interface when the surrounding concrete undergoes thermal movement; above 4.0 wt%, the polymer film can reduce compressive strength below the R4 class threshold and may increase creep under sustained load. Field data from bridge repair projects indicates that batch-to-batch variation in cement reactivity is a larger source of variability than the DA-1126 content; contractors should conduct a patch test of at least 1 m² per silo or bag lot before full-scale application to confirm open time, slump retention, and adhesion to the specific substrate roughness.
In tile grout production, DA-1126 is dosed at 2.0–4.0 wt% of the dry blend of white or grey Portland cement, quartz or marble filler, and workability additives. The finished grout must meet EN 13888 as a cementitious grout for ceramic tiles; classification CG2 WA denotes reduced water absorption and increased abrasion resistance, with water absorption after 30 min tested according to EN 12808-2 and abrasion resistance tested according to EN 12808-3. The addition of DA-1126 in this range reduces water permeability and efflorescence migration through tile joints; it also provides some flexibility in joints subject to minor thermal movement between rigid tiles and screeds. Over-polymerisation is the critical production risk at this dosage: above 4.0 wt%, the grout becomes sticky during rubber-squeegee application, leaves a polymer haze on glazed tile edges, and can exhibit excessive shrinkage after water evaporation because the polymer film delays cement hydration but does not create additional space in the joint. The dry-mix process uses a horizontal ribbon mixer at 10–15 rpm, with powder temperature maintained below 35°C and the batch discharged through a 0.5 mm screen to remove unredispersed resin particles. At the jobsite, the dry grout is mixed with water in a clean bucket using a slow-speed drill paddle at 300–400 rpm for 2–3 min, allowed to slake for 3 min, then remixed and applied diagonally across the tile surface with a hard rubber squeegee; excess is removed with a damp sponge after initial setting. The terminal product is a commercial or residential tile grout for joints from 1 mm to 8 mm in width, used with ceramic, porcelain, glass, and natural stone tiles where the joint width is limited and water absorption must be controlled. Since VAE film formation depends on ethylene content, over-dosing cannot be corrected by adding more cement without changing the water demand; formulators must qualify DA-1126 at the upper and lower ends of the target dosage range and evaluate water absorption per EN 12808-2 before mass production. Low-shear blending with particulate defoamers is required; incompatible hydrophobic defoamer powders can prevent full redispersion and produce pinholes on the finished grout surface.
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Designated as a vinyl acetate-ethylene (VAE) copolymer redispersible polymer powder, DA-1126 belongs to a class of water-redispersible polymer binders supplied as free-flowing dry powders for dry-mix mortar modification. The product is intended to form a continuous polymer film within a cementitious or gypsum matrix after water addition and curing. The designation DA-1126 is a manufacturer-specific grade identifier and does not encode ethylene content, protective colloid concentration, or anti-caking agent chemistry. Published product-specific data for DA-1126 is limited in publicly accessible technical literature; therefore the typical data and behavioral descriptions provided below are based on the VAE RDP product class and common cement-modification practice rather than a controlled certificate of analysis. The functional dosage range in dry mortar is commonly 1.5–4.0 wt% relative to total dry mix weight, with exact dosage determined by the required adhesion, deformability, and water-resistance class.
Typical examination of DA-1126 against ISO 2115, ISO 3451-1, ISO 11357-2, ISO 3310-1, and ISO 60 covers minimum film formation temperature, ash content, glass transition temperature, sieve residue, and apparent bulk density. Bulk density values for VAE RDPs of this type generally fall between 400 kg/m³ and 600 kg/m³; sieve residue on a 75 μm mesh is commonly specified at ≤2.0%, while ash content from inorganic anti-caking agents often lies in the range 8–14%. Glass transition temperature for this class, measured by differential scanning calorimetry according to ISO 11357-2, is commonly between -15°C and 0°C, and minimum film formation temperature under ISO 2115 typically lies between 0°C and 5°C. These values are not a product certificate and should be verified against an incoming inspection plan for each production lot.
Compared with liquid VAE dispersions, DA-1126 offers dry-mortar handling and prolonged storage stability but requires spray-dried redispersible powder processing. Liquid VAE dispersions have particle size distributions commonly in the range of 0.5–3.0 μm, while RDP particles are agglomerated dry grains that redisperse into similar primary particles upon addition of water. The spray-drying process and anti-caking agent addition influence the powder’s redispersibility and handling. DA-1126 is therefore designed for dry-mix applications where water is added on site, whereas liquid dispersions are used in formulated aqueous compounds or where controlled polymer dosing at the mixer is required.
Compared with acrylic RDPs, VAE copolymer powders such as DA-1126 are generally characterized by lower minimum film formation temperature and faster film coalescence at ambient temperature, but the resulting film is more hydrophilic. This means dry adhesion and deformability can be achieved at lower addition levels, while wet adhesion after prolonged water immersion is more sensitive to formulation. Acrylic RDPs typically provide higher water resistance, UV resistance, and alkali resistance, but often require higher dosage and higher cost. In contrast to vinyl acetate-versatate copolymers, the ethylene segments in a VAE backbone reduce the glass transition temperature without requiring an external plasticizer, which produces a more flexible film at equivalent dosage. VAc/VeoVa powders generally exhibit better water resistance and higher glass transition temperature than VAE, but may be less effective in deformable tile adhesives and thin-bed repair mortars where low-temperature flexibility is required. The selection of DA-1126 is therefore justified in applications where a balance of adhesion, workability, and elongation under ambient cure is required, and where continuous water immersion is not the primary design condition.
In a comparative sense, the main differentiating risk for VAE RDP is film re-emulsification or swelling under sustained moisture exposure. Acrylic and silane-modified powders typically show less pronounced tensile adhesion loss under EN 1348 water immersion conditioning; however, the same hydrophobic modification can reduce the powder’s ability to disperse quickly in high-pH cement water. DA-1126 requires verification under the full EN 12004 conditioning matrix, because one class-level property cannot be substituted for another.
In a dry-mix production environment, DA-1126 is typically added to a horizontal ploughshare mixer or twin-shaft paddle mixer with total batch times of 3–5 min after pre-blending with sand and cement to avoid localized powder accumulation. Upon contact with water, the powder particles release the polyvinyl alcohol protective colloid and redisperse into primary polymer particles. Under high-shear mixing at 20°C, redispersion is usually visually complete within 60–120 s; incomplete redispersion appears as fine agglomerates in the wet mortar and can reduce tensile adhesion. The resulting fresh mortar shows increased air content and lower wet density compared with an unmodified control. Viscosity build is governed by cement hydration, polymer particle swelling, and air content. The desired open time is generally achieved by controlling the water/powder ratio and cellulose ether dosage in the dry-mix formulation, not by post-additive water adjustment.
Production-scale observations on high-throughput dry-mix lines indicate that the bulk density and flow behavior of VAE RDPs can shift with anti-caking agent distribution. If a loss-in-weight feeder is calibrated for a bulk density near 450 kg/m³, a batch entering at 550 kg/m³ can produce a meaningful gravimetric feeding error even while the volumetric fill level is constant. On a horizontal ploughshare mixer with a working volume above 500 L, prolonged operation of the high-speed chopper beyond 180 s can increase material temperature above 40°C, causing powder softening and accumulation on baffles. These are known handling risks for VAE RDPs of this class rather than a unique DA-1126 failure mode, and they justify incoming bulk-density checks and controlled mixing time.
Open time and tensile adhesion in cementitious tile adhesives are governed by the film-forming capacity of DA-1126 after surface drying. In a standard C2-class adhesive under EN 12004, RDP dosage is typically adjusted between 1.5 wt% and 3.0 wt%, with higher dosages used for deformable adhesives. When tested according to EN 1348, VAE-modified adhesives of this class typically show tensile adhesion values above 1.0 N/mm² after dry storage; values after water immersion depend on film hydrophobicity and cement content. Published data for DA-1126 under all ageing conditions is limited; therefore verification under the full EN 12004 conditioning matrix is required before production release. The powder contributes to improved wetting and workability, but excessive addition beyond 4.0 wt% may increase air entrainment and reduce compressive strength. Below 1.0 wt%, the polymer phase is often discontinuous and tensile adhesion improvement may be marginal, making the useful dosage window relatively narrow.
A critical processing threshold exists around the high-shear mixing temperature. Because the VAE copolymer film formation temperature is near 0–5°C, dry powder is stable at normal storage; however, once dispersed, the polymer particles can coalesce prematurely if the mortar temperature exceeds 35–40°C before hydration consumes the water. In hot-climate production, chilled mixing water is sometimes required to keep the wet mortar below 35°C to avoid film build-up on mixing blades. This is a practical processing boundary that affects all low-glass-transition VAE RDPs and is not unique to DA-1126.
Film formation is not instantaneous; it occurs as free water is consumed by cement hydration and evaporation. The minimum film formation temperature of VAE RDPs commonly lies between 0°C and 5°C when measured by ISO 2115, allowing coalescence at typical indoor ambient conditions. At early ages, the polymer film forms in capillary pores and at aggregate-paste interfaces; at 28 d standard curing, the polymer network is partially embedded in the hydrate matrix. The resulting adhesion and flexibility are governed by the degree of redispersion, the ethylene content of the VAE backbone, and the dispersion stabilizer chemistry. DA-1126 should be considered a film-forming binder for internal and external applications that are not continuously immersed; its contribution to adhesion under water immersion is lower than that of highly hydrophobic acrylic or silane-modified powders.
Under scanning electron microscopy of polished mortar cross sections, VAE RDPs of this class appear as discrete film domains bridging pores and lining aggregate surfaces. The polymer phase is not chemically bound to cement hydrates; adhesion arises from mechanical anchoring and interfacial wetting. This is why surface cleanliness and open time affect the final tensile adhesion. For DA-1126, the film-forming dosage must produce a continuous polymer network; if the dosage is too low, the film remains fragmented and the energy dissipation under tensile load is limited.
In dry-mix formulations containing cellulose ether, the addition of DA-1126 changes the water demand and air entrainment profile. Cellulose ether controls water retention and plastic viscosity; the RDP contributes primarily to film formation and adhesion. At constant water content, increasing RDP dosage beyond 3.0 wt% often produces a measurable increase in air content and a decrease in wet density of 50–100 kg/m³. The combined effect must be optimized by adjusting defoamer dosage; the specific interaction is formulation-dependent and must be tested by air content measurement according to EN 1015-7. Published data for this specific DA-1126 configuration is limited.
Within the VAE RDP family, DA-1126 sits among general-purpose grades with moderate film hardness and balanced adhesion. Harder VAE grades with higher glass transition temperature are used where block resistance or higher tensile strength is required; softer VAE grades with lower glass transition temperature are used for crack-bridging membranes and cold-climate tile adhesives. The specific ethylene content and protective colloid chemistry for DA-1126 are not publicly disclosed; therefore direct substitution with another VAE grade should not be made without comparative testing under the same formulation and conditioning regime.
In self-leveling underlayments, DA-1126 is used to improve surface abrasion resistance and to reduce the brittleness of the cementitious or anhydrite matrix. The dosage range is generally lower than in tile adhesives, typically 1.0–2.5 wt%, because excessive polymer addition increases yield stress and can affect flow. Flow tests according to EN 12706 confirm ring spread diameter; a reduction in flow is often observed if the powder is not pre-dispersed or if mixing time is less than 60 s. In external thermal insulation composite system base coats, DA-1126 contributes to crack-bridging and impact resistance, but the specific formulation must be evaluated under ETAG 004 or the relevant European Assessment Document. The performance of VAE RDP in ETICS is strongly dependent on glass fiber reinforcement and total polymer content. Production-scale application has shown that high ambient humidity during application can extend drying time and delay film coalescence; therefore climate-controlled storage and application below 85% RH are advised.
In gypsum plasters and joint fillers, DA-1126 improves adhesion to concrete and provides better flexibility compared with starch ethers alone. The effect is most pronounced in thin-layer applications where film continuity is achieved. The combination of DA-1126 with cellulose ether is evaluated to balance water retention and plastic viscosity; however, over-addition of either component can reduce setting rate and final hardness. Determination of setting time may follow EN 13279-2 for gypsum plasters, while adhesion testing may use EN 13279-1 or internal methods.
Because DA-1126 is hygroscopic, bulk storage should be in sealed silos or multi-wall paper bags with an inner polyethylene liner at ≤30°C and ≤60% RH. The recommended shelf life is commonly 6–12 months from the date of production when stored in original packaging. Exposure to moisture can cause surface caking and redispersion failure. The powder should not be dry-blended with strong acids, oxidizing agents, or unencapsulated amine-based additives that may destabilize the protective colloid. In cementitious formulations, the natural high pH of Portland cement is generally tolerated because the polymer film forms after hydration, but early addition to unhydrated high-alkali systems can increase air content and delay setting. Batch-to-batch variation in anti-caking agent content, bulk density, or film glass transition temperature should be monitored via incoming inspection using ISO 11357-2 for glass transition temperature and ISO 3451-1 for ash content.
Table 1. Normative evaluation matrix for DA-1126 in dry-mix mortar formulations.
| Evaluation stage | Property | Standard or method |
|---|---|---|
| Powder | Apparent bulk density | ISO 60 |
| Powder | Sieve residue on 75 μm mesh | ISO 3310-1 |
| Powder | Volatile matter or moisture content | ISO 787-2 |
| Polymer thermal properties | Glass transition temperature | ISO 11357-2 |
| Polymer film formation | Minimum film formation temperature | ISO 2115 |
| Dry mix | Fresh mortar consistency | EN 1015-3 |
| Dry mix | Air content of fresh mortar | EN 1015-7 |
| Dry mix | Flow ring spread | EN 12706 |
| Hardened mortar | Tensile adhesion of tile adhesive | EN 1348 |
| Hardened mortar | Compressive strength of repair mortar | EN 12190 |
| Specialized application | Tile adhesive classification | EN 12004 |
| Specialized application | ETICS base coat performance | ETAG 004 |
This matrix is intended for incoming inspection and qualification planning; it does not imply that DA-1126 has been tested under all listed conditions. Where product-specific data is unavailable, the applicable standard defines the deterministic test condition.