MC-Nafufill EP
Two-Component Epoxy Repair Mortar for Thin-Section Structural and Industrial Floor Repairs — High Strength, Chemical-Resistant, Rapid Return-to-Service for Production Floor and Structural Repair Applications
Authorized Project Distributor — MC-Bauchemie India | Space Arc Engineering, Ghaziabad
Product Overview
MC-Nafufill EP is a two-component epoxy repair mortar from MC-Bauchemie combining a liquid epoxy resin system (components A and B) with a specially selected aggregate filler to produce a mortar with mechanical and chemical performance characteristics fundamentally different from and superior to cementitious repair mortars for specific heavy-duty repair applications. The fundamental performance distinction of MC-Nafufill EP versus cementitious repair mortars (such as the MC-Nafufill N or MC-RocTec 45 general-purpose cementitious range) lies in the continuous epoxy polymer matrix that forms the binder of the hardened mortar — a cementitious mortar derives its strength from calcium silicate hydrate (C-S-H) gel formed during cement hydration, which while strong in compression has limited tensile and flexural strength (typically 3 to 6 MPa tensile) and is vulnerable to acid and chemical attack; MC-Nafufill EP derives its strength from a three-dimensionally cross-linked epoxy polymer network with compressive strength above 70 to 80 MPa, tensile strength above 15 to 20 MPa, flexural strength above 30 to 40 MPa, and very high chemical resistance to acids, alkalis, oils, fuels, and most industrial chemicals. These properties are particularly important in three application scenarios: joint edge repair in industrial floors where the mortar must resist the repeated impact and abrasion of hard-wheel forklift traffic at the joint edge without crumbling; structural repair of concrete in chemically aggressive environments where a cementitious repair mortar would deteriorate from chemical attack; and thin-section repair where the mortar must achieve high strength in a 5 to 20 mm repair thickness without the aggregate size limitations that cementitious mortars face at thin depths. Space Arc Engineering supplies MC-Nafufill EP for industrial contractors, structural repair specialists, and production facility maintenance teams in Ghaziabad, Delhi NCR, Noida, and Uttar Pradesh.
Applications
- Industrial floor joint edge repair — repair of deteriorated, spalled, or damaged joint edges in heavy-duty industrial concrete floors (warehouse floors, manufacturing plant floors, logistics centre floors, cold store floors) where hard-wheel forklift traffic causes impact loading at the joint edge; the joint edge is the most vulnerable part of an industrial floor because the forklift wheel transitions from one slab panel to the adjacent panel at the joint, generating a dynamic impact force on the vertical face of the joint edge — over time this impact chips and spalls the concrete at the joint edge, creating a chamfered or rounded edge profile that widens the joint gap and increases the impact force for subsequent vehicle passes; MC-Nafufill EP joint edge repair restores the sharp, 90-degree joint edge profile with a material that has significantly higher abrasion resistance and impact resistance than the original concrete
- Concrete spall and pothole repair in chemically aggressive industrial environments — repair of concrete floor defects (spalls, potholes, honeycombs, surface scaling) in chemical plants, fertiliser plants, battery manufacturing facilities, food processing plants, and pharmaceutical production facilities where the floor concrete is exposed to acids, alkalis, solvents, or other chemicals that would attack a cementitious repair mortar and cause it to re-deteriorate within months; MC-Nafufill EP provides chemical-resistant repair of concrete defects in these environments, restoring the floor surface to a level, traffickable condition with long service life
- Structural concrete repair in exposure classes XA (chemical attack), XD (chloride), and XS (sea water) — repair of concrete structural elements in chemically aggressive exposure environments including water treatment plants, sewage treatment works, industrial effluent channels, coastal structures, and bridge elements where the repaired concrete surface will be in contact with aggressive chemicals or chloride-laden water that would deteriorate a standard cementitious repair mortar; MC-Nafufill EP provides a chemically resistant repair mortar for restoring the structural section and protective cover to reinforcement in these hostile environments
- Thin-section repair of concrete at 5 to 20 mm depth — repair of shallow concrete defects (surface scaling, shallow delamination, wide cracks with loss of material, thin floor topping repairs) at depths of 5 to 20 mm where a standard cementitious repair mortar with 10 mm maximum aggregate size cannot be properly placed in very thin sections; the epoxy mortar formulation with fine aggregate (maximum particle size typically 3 to 4 mm) allows placement in thin sections of 5 to 10 mm minimum depth with full compaction and without the bleed or segregation that occurs with standard cementitious mortars at thin depths
- Anchor-bolt regrouting in chemical plant foundations — regrouting of loose, deteriorated, or incorrectly sized anchor bolts in chemical plant foundations and equipment bases where the original grout has failed from chemical attack or vibration fatigue; MC-Nafufill EP provides a high-strength, chemically resistant anchor bolt grout that bonds the bolt to the foundation concrete with tensile pull-out strength higher than a cementitious grout and with resistance to the chemical environment that caused the original grout to fail
Key Advantages
- Compressive strength above 70 to 80 MPa — higher than C40 to C60 structural concrete — provides the high bearing capacity for joint edge repair under heavy forklift traffic and structural repair under high bearing stress, ensuring the repair mortar does not crush, crumble, or plastically deform under the concentrated wheel loads of heavy industrial fork-lift trucks (2 to 5 tonne axle loads on small-diameter hard nylon or polyurethane wheels)
- High chemical resistance to acids, alkalis, oils, fuels, and most industrial chemicals — the cured epoxy polymer matrix is resistant to a wide range of industrial chemicals at ambient temperature, including dilute mineral acids (pH above 2 to 3), alkalis, petroleum fuels, hydraulic oils, lubricating oils, and many organic solvents; this chemical resistance makes MC-Nafufill EP the correct repair mortar for floor and structural repairs in chemical processing, food manufacturing, and industrial maintenance environments where cementitious repair mortars would re-deteriorate within months from chemical attack
- Strong adhesive bond to concrete substrate — compressive shear bond strength above 15 to 20 MPa to properly prepared concrete — the epoxy binder provides far superior adhesive bond to concrete than cementitious repair mortars (which rely on hydration compatibility bond with typical shear bond 1 to 3 MPa); this high bond strength prevents the repair from debonding under the dynamic impact loading of fork-lift traffic at joint edges — debonding of joint edge repair is the primary failure mode of cementitious joint edge repair products under heavy industrial traffic
- Rapid return-to-service for production facility maintenance — achieves walk-on strength (20 to 25 MPa compressive) within 3 to 6 hours at 20 to 25 degrees Celsius, depending on the hardener grade used; in Indian industrial facilities where production shutdowns are very expensive and must be minimised, the rapid cure of MC-Nafufill EP allows floor joint repairs or spall repairs to be completed during a night shift and the repaired area returned to normal forklift traffic before the next morning production shift begins
- Suitable for thin-section repair at 5 mm minimum depth — the fine aggregate formulation (maximum particle size 3 to 4 mm) allows proper placement and compaction at repair depths of 5 to 10 mm where standard cementitious repair mortars cannot be properly applied; this thin-section capability extends the applications of MC-Nafufill EP to shallow surface defects that would otherwise require complete removal of a larger concrete volume to create a minimum repair depth for a standard cementitious product
Technical Data
| Type | Two-component epoxy repair mortar — epoxy resin base (Component A) plus amine hardener (Component B) plus aggregate filler |
| Mix Ratio | Component A to Component B — by weight as specified on product data sheet (typically 2:1 or 3:1 A:B ratio) |
| Compressive Strength at 24 hours | Greater than 40 to 50 MPa at 20 degrees Celsius (verify current data sheet — hardener grade dependent) |
| Compressive Strength at 7 days | Greater than 70 to 80 MPa — substantially above structural concrete grade |
| Tensile Adhesion to Concrete | Greater than 2.0 MPa (failure in concrete substrate not at mortar-concrete interface — per EN 1542) |
| Chemical Resistance | Resistant to dilute acids (pH above 2), alkalis, petroleum fuels, oils — verify current resistance list for specific chemical exposure |
| Minimum Application Depth | 5 to 10 mm (fine aggregate formulation allows thin section repair) |
| Application Temperature | 10 to 30 degrees Celsius — in Indian summer above 35 degrees Celsius, pre-cool components in shade before mixing |
Get a Quote
+91 9999155255 | info@space-arc.com | Space Arc Engineering, Sahibabad, Ghaziabad
Frequently Asked Questions
A maintenance engineer at a large automotive parts manufacturing plant in Gurgaon is responsible for maintaining a 15,000 square metre heavy-duty industrial concrete floor that receives intensive forklift traffic from 3-tonne counterbalance trucks fitted with solid rubber tyres — the floor has approximately 350 linear metres of badly spalled joint edges requiring repair during the upcoming 3-day annual maintenance shutdown — how should the joint edge repair be executed using MC-Nafufill EP, what joint edge width qualifies for epoxy repair versus full-depth joint reconstruction, and how does the repair contractor maximise production during the 3-day shutdown window?
Repairing 350 linear metres of spalled forklift floor joint edges with MC-Nafufill EP during a 3-day shutdown requires systematic planning, correct joint edge saw-cutting technique, and disciplined crew organisation to maximise productive repair area within the available time. Here is the complete repair strategy. Assessment phase — categorise the 350 linear metres of damaged joint by severity before the shutdown: Category A — joint edge spalling up to 50 mm wide and 30 mm deep (suitable for MC-Nafufill EP epoxy mortar repair, approximately 60 to 70 percent of total joint length on a typical floor of this age and traffic intensity); Category B — joint edge spalling 50 to 100 mm wide or 30 to 50 mm deep (borderline — may be repaired with MC-Nafufill EP if concrete substrate is sound, or may require partial-depth saw-cut removal to create clean arris); Category C — joint edge deterioration wider than 100 mm or deeper than 50 mm, or with delamination extending into the floor slab panel (requires full-depth joint edge reconstruction using formwork and poured epoxy mortar or partial-depth slab panel replacement — not suitable for simple epoxy mortar repair). For a 15,000 square metre floor of this traffic intensity, assume approximately 250 linear metres as Category A and B (suitable for MC-Nafufill EP), and 100 linear metres as Category C requiring full reconstruction. Joint edge preparation procedure — critical for MC-Nafufill EP adhesion performance: use a diamond saw blade mounted in a floor saw or angle grinder to cut back both sides of the joint edge repair to a clean, vertical, saw-cut face; cut minimum 20 to 25 mm back from the outermost extent of visible spalling to ensure the repair arris is over sound concrete (not over cracked or delaminated concrete at the spall periphery); the saw cut must be perpendicular to the floor surface — not angled; minimum repair depth at the arris must be 10 mm (the minimum section thickness for reliable MC-Nafufill EP application at the thin edge); remove the loose concrete between the saw cuts by chipping with a hammer and chisel or small angle grinder; the prepared substrate must be: clean, sound, free of dust and laitance, aggregate visible (concrete surface profile CSP 4 to 5 per ICRI 310.2R), and surface-dry (slightly damp surface acceptable, but not wet with standing water — excess moisture reduces epoxy bond). Crew organisation for maximum production during shutdown: for 250 linear metres of Category A and B joint in 3 days, plan 2 work crews operating in parallel, each handling one aisle or floor zone; each crew consists of: 1 operator for diamond saw (preparation) — working 1 shift ahead of the repair crew; 2 labourers for concrete removal and substrate cleaning; 1 skilled operative for MC-Nafufill EP mixing and placing; 1 worker for finishing and curing protection; typical production rate for MC-Nafufill EP joint edge repair: 15 to 20 linear metres per crew per 8-hour shift, meaning 2 crews over 3 days of 8-hour shifts can complete 90 to 120 linear metres per crew, or 180 to 240 linear metres total — this is sufficient for 250 linear metres with careful scheduling. MC-Nafufill EP mixing and application procedure: mix in the manufacturer-specified A:B ratio by weight — do not estimate by volume; mix component A and B thoroughly in a clean mixing vessel with a slow-speed drill (below 300 rpm) paddle mixer for minimum 3 minutes until fully blended with uniform colour; add the pre-measured filler aggregate to the mixed resin-hardener blend and continue mixing for 2 minutes to homogenous mortar consistency; working pot life at 25 degrees Celsius is approximately 25 to 35 minutes — in Indian summer conditions above 30 degrees Celsius, pre-cool the resin components by storing in a shaded, air-conditioned space before mixing and reduce the batch size to ensure full consumption within pot life; apply MC-Nafufill EP mortar to the prepared joint edge repair void, trowelling firmly into all corners and ensuring 100 percent contact with the concrete substrate; compact the mortar with the trowel to eliminate voids; finish flush with the surrounding floor level, feathering the edges into the saw cut line to ensure there is no proud edge that would be hit by forklift wheels; return-to-service timing: do not allow forklift traffic on the repair for minimum 6 hours at 25 degrees Celsius (24 hours in colder conditions below 15 degrees Celsius) — the repair area must be barriered off until full forklift traffic clearance is confirmed by Durometer hardness or rebound hammer check; final note on joint reconstruction for Category C areas: the 100 linear metres of Category C joint edge damage should be priced and executed separately as a full-depth repair using formwork and poured epoxy mortar or by partial-depth panel replacement — attempting to repair Category C damage with surface epoxy mortar will fail within months of return to traffic because the underlying cause (slab panel edge movement, sub-base settlement, or load transfer joint dowel corrosion) has not been addressed. Space Arc Engineering provides MC-Nafufill EP and on-site technical assistance for industrial floor repair projects in Gurgaon, Manesar, Delhi, Ghaziabad, Noida, and Uttar Pradesh — contact +91 9999155255 for product and application support.
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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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