MC-Dur Elastic
Elastomeric Anti-Carbonation Acrylic Protective Coating for Concrete Facades — Crack-Bridging, CO2 Barrier, UV-Resistant Exterior Surface Protection for Building Facade Renovation in Indian Climate
Authorized Project Distributor — MC-Bauchemie India | Space Arc Engineering, Ghaziabad
Product Overview
MC-Dur Elastic is the elastomeric variant in the MC-Bauchemie MC-Dur facade protection coating range — occupying the specific performance niche between rigid acrylic anti-carbonation coatings (such as MC-Dur 1200) and full exterior wall sealant systems, by combining the CO2 diffusion resistance of an anti-carbonation coating with the crack-bridging elasticity of an elastomeric membrane coating. The fundamental technical distinction between MC-Dur Elastic and a standard rigid anti-carbonation coating (MC-Dur 1200 or similar) is elongation at break: a rigid acrylic anti-carbonation coating has elongation at break of 30 to 100 percent and will crack when applied over a substrate hairline crack that subsequently opens further from thermal or structural movement; MC-Dur Elastic has elongation at break of 150 to 300 percent (depending on dry film thickness and temperature), which allows it to bridge hairline cracks of 0.3 to 0.5 mm width at ambient temperature without the coating film tearing open. This crack-bridging performance is essential for the concrete facades of the vast majority of Indian residential and commercial buildings that are 10 to 30 years old — virtually all of which have developed hairline thermal cracks and surface crazing from the large diurnal and seasonal temperature cycles of the Indian climate (temperature range from 5 degrees Celsius in North Indian winter to 45 to 48 degrees Celsius in summer — a 40 to 43 degree Celsius annual swing that generates significant cyclic thermal strain in concrete elements). These hairline cracks (typically 0.05 to 0.3 mm width) do not affect the structural integrity of the building but provide direct ingress paths for CO2 and water to the reinforcement, accelerating carbonation and corrosion. MC-Dur Elastic seals these cracks and provides a continuous CO2 and water barrier across the entire facade surface. Space Arc Engineering supplies MC-Dur Elastic for building renovation contractors, facade waterproofing applicators, property maintenance companies, and housing society maintenance engineers in Ghaziabad, Delhi NCR, Noida, and Uttar Pradesh.
Applications
- Concrete facade protection and renovation of residential apartment buildings and housing societies — application of MC-Dur Elastic to the external reinforced concrete and plastered concrete surfaces of residential apartment towers, housing society blocks, and multi-storey residential buildings in Delhi NCR, Noida, Greater Noida, Ghaziabad, and Uttar Pradesh that show: hairline thermal cracking and surface crazing; carbonation-induced reinforcement corrosion evidenced by rust staining or concrete spalling at reinforcement cover; surface erosion and deterioration of the original paint or texture coat; the complete facade renovation system using MC-Dur Elastic typically consists of surface preparation (Karcher pressure washing, grinding of loose paint and carbonated surface layer), substrate repair of spalls and cracks (MC-Nafufill N or MC-RocTec 45), primer coat (MC-Dur sealer or acrylic primer), and two to three coats of MC-Dur Elastic to achieve the 200 to 300 micrometre DFT required for crack-bridging and CO2 barrier performance
- Carbonation protection coating for commercial and institutional buildings — application to the concrete facades of commercial office buildings, shopping malls, industrial buildings, hospitals, schools, and government buildings with exposed or painted reinforced concrete facades where ongoing carbonation and corrosion of reinforcement is causing facade deterioration; the investment in MC-Dur Elastic as a preventive or early-intervention coating is significantly more cost-effective than waiting for corrosion to advance to the spalling stage and then executing expensive structural concrete repair and re-coating
- Bridge abutment and pier face anti-carbonation coating in urban environments — application to the vertical and soffit faces of reinforced concrete bridge abutments, wing walls, and pier caps on road and rail bridges in high-traffic urban environments where vehicle exhaust CO2 concentrations are elevated (CO2 levels in congested urban traffic can reach 0.1 to 0.5 percent by volume — 3 to 15 times the average atmospheric level of 0.03 to 0.04 percent) and carbonation rates in unprotected concrete are correspondingly accelerated; MC-Dur Elastic provides the long-term CO2 diffusion barrier required in these high-exposure locations and the crack-bridging capability to accommodate the small-amplitude vibration-induced microcracking in bridge elements without coating film rupture
- Renovation of water storage tanks, overhead tanks, and service reservoir walls — the exterior surface of reinforced concrete water tanks and service reservoirs is an important application for MC-Dur Elastic: the interior is kept full of water (maintaining high internal humidity), the exterior is exposed to the weather with no protection in most existing tanks, and the high internal humidity combined with the exterior-to-interior RH gradient creates conditions that accelerate carbonation on the dry exterior face; the elastomeric coating accommodates the thermal movement in tank walls (which cycle from full to empty — a temperature and load change) without cracking
Key Advantages
- Crack-bridging capability to 0.3 to 0.5 mm at ambient temperature — bridges static and dynamic hairline cracks present in the concrete or plaster substrate without the coating film cracking open at the crack location; at the elongation at break of 150 to 300 percent, the elastomeric film can accommodate the crack width variations caused by daily and seasonal thermal cycling without fatigue failure — the most important performance distinction of MC-Dur Elastic versus a rigid anti-carbonation coating for Indian building facades that invariably have thermal hairline cracks
- High CO2 diffusion resistance (SD value) for long-term carbonation protection — MC-Dur Elastic at the recommended dry film thickness (200 to 300 micrometres total in 2 to 3 coats) provides an equivalent air layer thickness (SD value) to CO2 diffusion equivalent to several metres of air — providing the same CO2 diffusion resistance as 20 to 50 mm of dense concrete; this CO2 barrier function retards the carbonation front advance in the existing concrete below the coating, protecting reinforcement in cover zones that have already lost alkalinity or have a low residual carbonation margin
- Excellent water vapour permeability (breathable coating) — despite its high CO2 and water diffusion resistance, MC-Dur Elastic maintains adequate water vapour permeability (SD value to water vapour below 2 metres per EN ISO 7783) allowing the concrete substrate to breathe and internal moisture vapour to escape through the coating without causing blistering; a non-breathable coating applied to moist concrete substrate (common in Indian conditions after monsoon) would blister and delaminate — the breathability of MC-Dur Elastic prevents blistering even when applied in moderate humidity conditions
- UV stability and exterior weather resistance for Indian climate conditions — MC-Dur Elastic is formulated for exterior use with a UV-stable acrylic polymer base that resists chalking, colour fading, and embrittlement from ultraviolet radiation — the primary ageing mechanism for exterior coatings in Indian conditions where UV irradiance levels (particularly in North India summer) are 30 to 50 percent higher than in northern Europe; the UV stability ensures the coating maintains its elastomeric crack-bridging performance throughout its design service life of 10 to 15 years without the embrittlement that would occur with a non-UV-stabilised elastomeric coating
Technical Data
| Type | Elastomeric acrylic anti-carbonation facade coating — waterborne, exterior grade — single-component, ready to use |
| Elongation at Break | 150 to 300 percent at 23 degrees Celsius — crack-bridging to 0.3 to 0.5 mm at ambient temperature |
| CO2 Diffusion Resistance (SD value) | Greater than 50 metres equivalent air thickness at 200 to 300 micrometre DFT (verify current data sheet) |
| Water Vapour Permeability (SD to H2O) | Below 2 metres — breathable coating, prevents blistering on moist substrates |
| Recommended Dry Film Thickness | 200 to 300 micrometres total in 2 to 3 coats — minimum 150 micrometres for CO2 barrier |
| Application Method | Brush, roller, or airless spray — on primed concrete, plaster, or masonry substrate |
| Application Temperature | 5 to 35 degrees Celsius — do not apply in rain, fog, or when surface is wet |
| Service Life | 10 to 15 years under normal Indian exterior conditions — recoatable at end of service life without full removal |
Get a Quote
+91 9999155255 | info@space-arc.com | Space Arc Engineering, Sahibabad, Ghaziabad
Frequently Asked Questions
The maintenance committee of a 200-unit residential housing society in Noida has a 12-storey reinforced concrete apartment block built in 2004 that is showing multiple maintenance problems: rust stains running down from window frames and balcony edges, hairline cracks on the external face of the building particularly on south-facing facades that get maximum sun exposure, some areas of concrete spalling with visible corroded reinforcement bars, and the original texture paint applied in 2005 is now powdery and delaminating in patches — the maintenance budget is 25 to 30 lakhs and the society wants a solution that will protect the building for the next 10 to 15 years — what is the complete facade renovation system using MC-Bauchemie products including MC-Dur Elastic and approximate material quantities for a 12-storey building of roughly 40 metres height and 25 metres width per elevation?
Renovating a 20-year-old concrete apartment block in Noida showing this combination of symptoms (rust staining, hairline cracks, concrete spalls with exposed reinforcement, delaminating paint) is a multi-stage facade repair and protection project. The symptoms indicate the building is in mid-stage carbonation-induced corrosion — the carbonation front has reached the reinforcement cover in the most exposed locations (south facade, balcony edges, window lintel soffits) and corrosion has initiated, producing rust expansion that causes the surface rust staining and the early spalls. If not treated, the spalling will accelerate significantly over the next 5 to 10 years as the corrosion products expand further and delaminate the concrete cover. The complete MC-Bauchemie facade renovation system for this building proceeds in four stages. Stage 1 — Investigation and condition mapping: before procurement or application, carry out a systematic facade condition survey using a hammer (tap testing for hollow delaminated areas), phenolphthalein carbonation depth testing on drilled cores at representative locations (drill 6 to 8 cores, 25 mm diameter, expose fresh concrete and spray with phenolphthalein solution — the depth to which the concrete fails to turn pink is the carbonation depth), and rebar corrosion assessment by half-cell potential mapping or visual inspection of exposed bars; for a 20-year-old Noida building with these symptoms, expect carbonation depth of 15 to 25 mm on south facade and 10 to 18 mm on other facades — most reinforcement has cover of 20 to 25 mm in this era of construction (often inadequate cover was provided), meaning the carbonation front has reached or is close to the reinforcement in the worst locations. Stage 2 — Concrete repair of spalls and crack injection (first month): remove all delaminated concrete and concrete with corroding reinforcement using a chipping hammer to the full depth of corrosion, typically 25 to 40 mm; clean exposed reinforcement of rust scale by wire brushing or needle gun to bright metal; apply MC-Dur 900 corrosion-inhibiting primer to cleaned rebar as per EN 1504-7 standard (see Space Arc Engineering MC-Dur 900 page); rebuild spall repair area with MC-Nafufill N or MC-RocTec 45 repair mortar in layers up to 40 to 50 mm depth; for the structural cracks (cracks wider than 0.2 mm), consider crack sealing with MC-Nafuplan EB flexible sealant or crack injection with MC-Injekt EP or MC-Injekt 2K depending on crack type; for hairline crazing below 0.2 mm, the MC-Dur Elastic coating will bridge these cracks and no individual crack treatment is required. Stage 3 — Substrate preparation and priming (before MC-Dur Elastic): power wash the entire facade to 150 to 200 bar pressure to remove dust, loose paint, efflorescence, biological growth (algae, mould) — common in Noida monsoon conditions; grind down the edges of any repair patches to a smooth feather finish; allow facade to dry for minimum 48 to 72 hours after washing before painting; apply one coat of MC-Dur compatible primer or sealer to the entire facade to improve adhesion and reduce suction variations between the repair patches and the original surface. Stage 4 — MC-Dur Elastic topcoat application: apply two to three coats of MC-Dur Elastic by roller or airless spray to achieve the 200 to 300 micrometre DFT required for crack-bridging and CO2 barrier; each coat requires 4 to 6 hours drying time at 25 to 30 degrees Celsius before overcoating. Material quantity estimate for a 12-storey building (40 metres height x 25 metres width per elevation, four elevations = 40 x 25 x 4 = 4,000 square metres gross facade area, net coatable area allowing 15 percent for windows and openings = approximately 3,400 square metres): repair mortar (MC-Nafufill N or MC-RocTec 45) for spall repair: estimate 3 to 5 percent of total facade area as repair area (102 to 170 square metres) at average 30 mm depth = 3 to 5 cubic metres repair mortar; primer: 3,400 square metres at 0.15 to 0.20 litres/square metre = 500 to 680 litres (10 to 14 drums of 50 litres); MC-Dur Elastic: 3,400 square metres x 3 coats at approximately 0.30 to 0.35 litres/square metre per coat = 3,060 to 3,570 litres = approximately 61 to 71 drums of 50 litres or 122 to 142 pails of 25 litres; total material cost estimate at current market rates (indicative, not guaranteed): primer 500 to 680 litres at approximately Rs 200 to 250/litre = Rs 1.0 to 1.7 lakh; MC-Dur Elastic 3,200 litres at approximately Rs 300 to 400/litre = Rs 9.6 to 12.8 lakh; repair mortar 4 cubic metres at approximately Rs 40,000 to 50,000 per cubic metre = Rs 1.6 to 2.0 lakh; labour and scaffold for a 12-storey building: Rs 8 to 12 lakh; total project cost indicative estimate: Rs 20 to 28 lakh — within the 25 to 30 lakh budget assuming competitive contractor rates. Space Arc Engineering provides complete MC-Bauchemie product supply for facade renovation projects in Noida, Ghaziabad, Delhi NCR, and Uttar Pradesh — contact +91 9999155255 for a site visit, condition assessment, and project-specific bill of quantities.
Source MC-Dur Elastic for Your Project
Space Arc Engineering is an Authorized Project Distributor for MC-Bauchemie India serving Delhi NCR, Ghaziabad, Noida and Uttar Pradesh.
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Space Arc Engineering is an authorized MC-Bauchemie distributor & applicator in Delhi NCR & pan-India. Fast quotes, datasheets and on-site support.
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