MC-Crete 720
Condensed Silica Fume Microsilica Slurry Admixture for High-Performance and Ultra-High-Durability Concrete in Severe Exposure Conditions
Authorized Project Distributor — MC-Bauchemie India | Space Arc Engineering, Ghaziabad
Product Overview
MC-Crete 720 is a pre-dispersed silica fume (microsilica / condensed silica fume / CSF) slurry admixture from MC-Bauchemie supplied as a stable aqueous suspension of amorphous silicon dioxide particles with median particle diameter of approximately 0.1 to 0.15 microns — approximately 100 times finer than ordinary Portland cement (OPC) particles. The ultra-fine amorphous silica particles react with the calcium hydroxide (portlandite, Ca(OH)2) released during cement hydration through the pozzolanic reaction — SiO2 + Ca(OH)2 → C-S-H gel — converting the relatively soluble, weak portlandite crystals present in the concrete paste into additional calcium silicate hydrate (C-S-H) gel, which is the principal strength-giving and low-permeability phase in cement paste. This secondary pozzolanic C-S-H formation: (i) significantly refines the pore structure of the hardened concrete paste, producing a finer, more tortuous pore network that dramatically reduces water permeability and chloride diffusion coefficient; (ii) improves compressive strength by 15 to 30 percent compared to plain OPC concrete at equivalent water/cement ratio; (iii) eliminates the high-pH leachable Ca(OH)2 that is the primary phase attacked by sulphates (ettringite formation), soft water, and acid solutions — significantly improving chemical resistance; and (iv) reduces alkali-silica reaction (ASR) expansion by consuming the available alkalis in the pore solution before they can react with reactive silica aggregates. The slurry form of MC-Crete 720 is preferred over powder silica fume for concrete admixture use because it disperses uniformly in the mix water without the agglomeration and operator exposure (fine dust hazard) associated with powder silica fume addition — the slurry is added directly to the ready-mix truck or batching plant liquid admixture system without any dust generation or dispersion concerns. Space Arc Engineering supplies MC-Crete 720 for high-performance concrete production in metro rail, highway, marine, and industrial construction projects in Delhi NCR and Uttar Pradesh.
Applications
- Marine and coastal structures — bridge piers, jetties, seawalls, and port structures in high-chloride environments where the dramatically reduced chloride diffusion coefficient of silica fume concrete extends reinforcement protection life from 25 to 50 years or more versus normal concrete
- Bridge decks and piers in de-icing salt environments — NHAI and PWD bridges on mountain highways (Uttarakhand, Himachal Pradesh) where salt is used in winter and high-chloride environments accelerate reinforcement corrosion
- Parking structure decks and ramps — multi-storey parking structures in urban Delhi NCR where chloride-contaminated water runoff from vehicles causes aggressive deterioration of deck and ramp concrete
- Industrial chemical plant foundations and floor slabs — concrete foundations and slabs in contact with sulphate-rich soils (common in certain UP districts), acidic effluents, or industrial chemical environments
- High-rise and super-high-rise column concrete — using microsilica to achieve C60 to C80 grade concrete for slender high-rise columns where the reduced column cross-section demands maximum concrete strength
- Sewage treatment plant structures — concrete in contact with biogenic sulphuric acid (H2S oxidised by bacteria in sewers) where standard concrete deteriorates rapidly and microsilica-modified concrete has demonstrated a 5 to 10-fold improvement in acid resistance
Key Advantages
- Dramatic permeability reduction — chloride diffusion coefficient of silica fume concrete is 3 to 10 times lower than plain OPC concrete, fundamentally extending the chloride-induced corrosion initiation period in aggressive marine and chloride-rich environments
- Compressive strength enhancement — 15 to 30 percent increase in 28-day and 90-day compressive strength allows higher grade concrete at the same cement content, or equivalent strength at reduced cement content with cost savings
- Slurry form for uniform dispersion — pre-dispersed silica fume slurry eliminates agglomeration and dust hazards, ensuring uniform distribution through the concrete mix without dry-powder addition problems
- Sulphate and chemical resistance — pozzolanic consumption of Ca(OH)2 removes the primary phase attacked by sulphate, soft water, and mild acid solutions, extending service life of concrete in aggressive ground and chemical environments
- Alkali-silica reaction mitigation — silica fume is one of the most effective supplementary cementitious materials for controlling ASR expansion in concrete containing reactive aggregates
- Compatible with superplasticisers — MC-Crete 720 is used in combination with MC-Bauchemie PCE superplasticisers (Centrament Nano 500 or Centrament Flow 500) to achieve the required workability at the low water/binder ratio needed for high-performance concrete
Technical Data
| Active Component | Amorphous SiO2 (condensed silica fume) — minimum 85 percent SiO2 content |
| Form | Pre-dispersed aqueous slurry — approximately 50 percent solids by mass |
| Particle Size | Median diameter 0.10 to 0.15 microns (approximately 100x finer than OPC) |
| Specific Surface Area | 15,000 to 25,000 m2/kg (BET) — compared to 300 to 400 m2/kg for OPC |
| Typical Dosage | 5 to 10 percent silica fume solids by mass of cement — dosage optimised by trial mix |
| Permeability Effect | Chloride diffusion coefficient reduced by 3 to 10x versus plain OPC concrete at equivalent w/c |
| Strength Effect | 15 to 30 percent improvement in 28-day compressive strength versus control concrete |
| Compatibility | Compatible with all PCE and SNF superplasticisers, retarders, and set accelerators — confirm with trial mix |
| Handling | Add to batch water or dispense via liquid admixture dispenser at batching plant — stir slurry before use if settled |
Get a Quote
+91 9999155255 | info@space-arc.com | Space Arc Engineering, Sahibabad, Ghaziabad
Frequently Asked Questions
A ready-mix concrete producer in Noida is preparing a high-performance concrete mix design for C60 grade concrete for the columns of a 40-storey high-rise residential tower and is considering using MC-Crete 720 silica fume slurry admixture in combination with Centrament Nano 500 PCE superplasticiser — what is the complete trial mix design methodology and what quality control tests are required to validate the mix before deployment?
Achieving C60 grade concrete for high-rise columns using silica fume and PCE superplasticiser is a high-stakes mix design exercise because column concrete in a 40-storey building is structural-critical — mix design errors discovered after casting are extremely costly to rectify. The complete trial mix design methodology and quality control validation programme are as follows. Target performance parameters: characteristic compressive strength at 28 days 60 MPa (fck 60), which requires a mean target strength of fck + 1.65s where s is the standard deviation of the concrete production — for an established RMC plant with good quality control s is approximately 4 to 5 MPa, giving a target mean strength of 67 to 68 MPa; workability: slump flow 600 to 700 mm (for pump-placed column concrete); chloride content: maximum 0.1 percent by mass of cement (EN 206 / IS 456 for reinforced concrete); maximum w/b ratio: 0.30 (the typical limit for C60 grade concrete). Preliminary mix design: start with cement content 450 to 500 kg per cubic metre of OPC 53-grade or PPC conforming to IS 1489; silica fume addition: 5 to 8 percent by mass of cement (based on MC-Crete 720 slurry, account for the slurry dry solids content of approximately 50 percent when calculating liquid volume — if using 5 percent silica fume = 22.5 kg solids = 45 kg slurry per 450 kg cement); water/binder ratio target 0.28 to 0.30 (binder = cement + silica fume solids); coarse aggregate: 12.5 mm maximum size crushed granite or basalt at 830 to 880 kg per cubic metre — silica fume concrete pumping is improved by reducing maximum aggregate size from 20 mm to 12.5 mm; fine aggregate: well-graded natural river sand (FM 2.5 to 2.8) or manufactured sand (FM 2.8 to 3.2) at 720 to 780 kg per cubic metre; Centrament Nano 500 PCE superplasticiser dosage: start at 0.8 to 1.2 percent by mass of cement and adjust based on slump flow trial — PCE dose must be determined fresh in the trial mix, not extrapolated from normal concrete experience, as the silica fume particles have high surface area and increase PCE demand; total water content: 125 to 140 litres per cubic metre to achieve w/b 0.28 to 0.30. Trial mix procedure: conduct three to four trial mixes varying PCE dosage (0.8, 1.0, 1.2, 1.4 percent of cement) while holding all other parameters constant — for each mix record slump flow immediately after mixing, slump flow at 30 minutes (to check workability retention), slump flow at 60 minutes (to confirm pumpability window). Cast 150 mm cube specimens for each mix — minimum six cubes per mix (two for 7-day test, two for 28-day test, two retained for 56-day verification). Acceptance criteria: slump flow at 0 min 600 to 700 mm; slump flow at 60 min minimum 500 mm (pumpable); cube crushing 7 days minimum 40 MPa; cube crushing 28 days minimum 68 MPa (target mean for fck 60). Additional QC tests required for C60 high-rise column concrete: (i) water permeability test per DIN 1048 — penetration depth maximum 20 mm under 0.5 MPa water pressure for 72 hours; (ii) chloride migration test RCPT or NT Build 492 — rapid chloride permeability test charge less than 800 coulombs (very low permeability); (iii) dry shrinkage (IS 1199 or ASTM C157) — maximum 600 microstrain at 28 days to verify that the low w/b ratio combined with silica fume does not cause excessive autogenous shrinkage (autogenous shrinkage is elevated in low w/b silica fume concrete and must be mitigated by early water curing or fog misting during the first 24 hours after casting). Column concrete field quality: concrete temperature at delivery maximum 32 degrees Celsius — critical for high-cement-content C60 mix in summer; slump flow test at every truck (minimum); cube sampling every 50 cubic metres; curing of column forms to be maintained wet for minimum 7 days by wrapping column formwork joints with wet hessian and wetting forms by pipe from top. Space Arc Engineering supplies MC-Crete 720 silica fume slurry, Centrament Nano 500 PCE superplasticiser, and technical support for C60 and higher grade concrete mix design for high-rise and infrastructure projects in Delhi NCR, Ghaziabad, Noida, and Uttar Pradesh.
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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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