MC-Crete 315
Liquid Set-Accelerating Admixture for Cold-Weather Concrete and Precast Production to Achieve Rapid Early Strength Gain
Authorized Project Distributor — MC-Bauchemie India | Space Arc Engineering, Ghaziabad
Product Overview
MC-Crete 315 is a chloride-free, liquid set-accelerating admixture from MC-Bauchemie that accelerates Portland cement hydration reactions — specifically the hydration of tricalcium silicate (C3S) and tricalcium aluminate (C3A) — to develop early compressive strength at a faster rate than plain concrete at equivalent temperature. At ambient temperatures below 10 degrees Celsius (which occur in Delhi NCR from December through February, with overnight temperatures falling to 2 to 5 degrees Celsius), the hydration rate of Portland cement decreases significantly — at 5 degrees Celsius, concrete gains strength at approximately 25 to 30 percent of its rate at 25 degrees Celsius, which means that cold-weather concrete placed in winter may not reach the minimum stripping strength for formwork removal within the programme-scheduled time, causing construction delays. MC-Crete 315 overcomes this limitation by providing supplementary activation energy for the early hydration reactions, allowing concrete placed in cold weather to achieve: (i) faster initial set (15 to 45 minutes earlier at 5 to 10 degrees Celsius ambient versus control concrete); (ii) higher 16-hour to 24-hour compressive strength (typically 30 to 60 percent higher than control at equivalent temperature) — critical for formwork stripping and winter construction programme maintenance; and (iii) higher 3-day and 7-day compressive strength — reducing the effect of cold-weather temperature depression on early structural use load. MC-Crete 315 is chloride-free — it does not use calcium chloride (the historical accelerating admixture) which has been excluded from structural concrete specifications worldwide due to its ability to initiate and accelerate reinforcement corrosion at even low concentrations. The chloride-free formulation (based on calcium formate, calcium nitrate, or organic thiocyanate chemistry) provides set acceleration without the long-term corrosion risk of chloride-based accelerators. Space Arc Engineering supplies MC-Crete 315 for precast concrete manufacturers, ready-mix concrete producers, and general contractors working in cold-weather concrete conditions in Delhi NCR, Ghaziabad, Noida, and Uttar Pradesh.
Applications
- Cold-weather winter concreting in Delhi NCR — accelerating the initial set and early strength development of concrete placed in December through February in Ghaziabad, Noida, and Delhi when ambient temperatures fall to 5 to 12 degrees Celsius overnight and concrete temperature at placement may be 10 to 15 degrees Celsius
- Precast concrete production in cold weather — accelerating demoulding strength (typically 15 to 25 MPa at 24 hours or less) in precast beam, slab, column, and wall panel production lines during winter when normal demoulding cycle times are extended by cold temperatures, reducing production output and mould utilisation
- Emergency rapid repair requiring early concrete set — concrete repair or patch work where the structure must be returned to service within 4 to 6 hours (barrier repair, slab repair in traffic areas) and early strength gain must be achieved at ambient temperature without steam curing or heating
- Grouting requiring rapid set — rapid-set grouting of column base plates, machinery bases, and anchor bolts where normal set times are too long for the project programme and higher-temperature steam curing is not available
- Slip-form construction in winter — maintaining the rate of slip-form advancement for vertical concrete structures (silos, chimneys, cores) when cold winter temperatures in north India reduce the rate at which the fresh concrete below the slip form develops the strength needed for the form to slide upward without disturbance
- Frost protection of early-age concrete — higher early strength gain from MC-Crete 315 reduces the vulnerability period during which fresh concrete is susceptible to frost damage — concrete with greater than 3.5 MPa compressive strength is generally considered frost-safe, and faster strength gain shortens the critical protection period
Key Advantages
- Chloride-free formulation — no reinforcement corrosion risk — compliant with IS 456, IS 9103, EN 206, and EN 934-2 limits on chloride content in concrete admixtures for reinforced and prestressed concrete
- 30 to 60 percent higher 24-hour strength at low temperature — bridges the cold-weather strength gap to maintain formwork and mould stripping schedules in winter construction without extending the programme or using steam curing equipment
- Faster initial set — reduces the time before concrete achieves handling and finishing strength in cold conditions — allowing winter concrete operations to complete within the standard working day programme
- IS 9103 and EN 934-2 compliant — certified set accelerating admixture meeting Indian and European standard requirements for specification-compliant use in CPWD, PWD, and BIS scheme concrete
- Compatible with other MC-Bauchemie admixtures — MC-Crete 315 can be used in combination with Centrament Flow 250 PCE superplasticiser for cold-weather high-workability concrete requiring both accelerated set and pump placement capability
- Simple liquid admixture addition — added to the mix water or batch water at the plant in the standard liquid admixture dispensing system — no change to batching procedure
Technical Data
| Type | Chloride-free liquid set-accelerating admixture — aqueous solution |
| Standard | EN 934-2 Table 7 (Set-Accelerating Admixtures), IS 9103 |
| Chloride Content | Less than 0.1 percent by mass (chloride-free — conforming to EN 934-2 for reinforced concrete) |
| Typical Dosage | 0.5 to 2.0 percent by mass of cement — higher dose for lower temperature conditions and faster set requirement |
| Effect on Set Time | Reduces initial set time by 15 to 60 minutes at 5 to 15 degrees Celsius (dose dependent — calibrate by trial) |
| Early Strength Effect | 30 to 60 percent increase in 24-hour compressive strength at 5 to 10 degrees Celsius versus control |
| Effect on 28-day Strength | No adverse effect on 28-day strength at standard dosage — slight reduction possible at high dose, confirm by trial |
| Compatibility | Compatible with PCE superplasticisers — trial mix recommended for combined admixture systems |
Get a Quote
+91 9999155255 | info@space-arc.com | Space Arc Engineering, Sahibabad, Ghaziabad
Frequently Asked Questions
A precast concrete manufacturer in Ghaziabad produces 120 mm thick prestressed hollow core slab panels using OPC 53 grade cement concrete at M45 grade — during December and January the overnight workshop temperature falls to 6 to 8 degrees Celsius and the demoulding strength of 15 MPa cannot be achieved within 18 hours, preventing the second casting cycle the next morning — how should MC-Crete 315 be dosed and trialled to restore the 18-hour demoulding cycle while maintaining 28-day strength of 45 MPa, and what insulation measures should complement the admixture approach?
Losing the second daily casting cycle in a prestressed hollow core slab production line in winter is a significant commercial loss — a line producing 12 to 15 units per day at 6,000 to 8,000 rupees per unit loses 6,000 to 8,000 rupees per production day for each casting cycle missed. The complete approach to restoring the 18-hour demoulding cycle using MC-Crete 315 is as follows. Understanding the temperature-strength relationship: at 7 degrees Celsius concrete temperature, the maturity function (Nurse-Saul or Arrhenius) gives concrete a rate of strength gain approximately 25 to 30 percent of its rate at 20 degrees Celsius. A mix achieving 15 MPa at 18 hours at 20 degrees Celsius will achieve only 3.75 to 4.5 MPa at 7 degrees Celsius at 18 hours — far below the demoulding threshold. To achieve 15 MPa at 18 hours at 7 degrees Celsius concrete temperature using MC-Crete 315: the accelerator must increase the effective maturity by approximately 3 to 4 times above the plain mix at that temperature — a significant acceleration. Trial mix design: baseline mix — cement OPC 53 grade 450 kg per cubic metre (M45, w/c 0.38, Centrament Flow 250 PCE 0.6 percent for workability); conduct the trial in the actual workshop during December when ambient temperature is 7 to 8 degrees Celsius, and cast the trial mixes at 10 degrees Celsius concrete temperature (measure concrete temperature with a thermometer in the fresh mix). Trial Mix 1: baseline with no MC-Crete 315 — measure 16-hour, 18-hour, 24-hour cube strength. Trial Mix 2: MC-Crete 315 at 1.0 percent of cement = 4.5 kg per batch — measure 16-hour, 18-hour, 24-hour, 28-day cube strength. Trial Mix 3: MC-Crete 315 at 1.5 percent of cement = 6.75 kg per batch. Trial Mix 4: MC-Crete 315 at 2.0 percent of cement. For M45 grade at 450 kg cement and temperature 10 degrees Celsius, the expected progression is: at 1.0 percent dose — approximately 8 to 10 MPa at 18 hours; at 1.5 percent dose — approximately 12 to 14 MPa at 18 hours; at 2.0 percent dose — approximately 15 to 18 MPa at 18 hours. Select the dose that achieves 15 MPa at 18 hours while maintaining 28-day strength greater than 45 MPa. Note: at doses above 2.0 percent of cement, MC-Crete 315 may begin to reduce 28-day strength — confirm from trial results that 28-day strength is at least 50 MPa (target mean for fck 45 = 45 + 1.65 x 5 = approximately 53 MPa). Compatibility with prestress — check that the admixture does not cause rapid set that interferes with wire strand prestressing release timing — the prestress release is typically at 24 to 36 hours and requires minimum compressive strength of 25 to 30 MPa (as per IS 1343 for prestressed concrete) — verify from trial that 24-hour strength with MC-Crete 315 at the selected dose is at least 30 MPa for safe prestress transfer. Insulation measures to complement MC-Crete 315: the accelerator reduces the time to reach demoulding strength but is more effective if the concrete is also kept as warm as possible during the curing period. The most practical insulation measures for a prestressed hollow core slab production line are: (i) cover the freshly cast slab beds with 50 mm thick polystyrene foam insulation panels or two layers of quilted polythene bubble wrap immediately after finishing — this traps the heat of hydration (which is substantial in a 450 kg cement mix) and maintains the concrete temperature 5 to 8 degrees Celsius above ambient during the critical 16 to 18 hour curing period; (ii) pre-heat the mix water to 30 to 35 degrees Celsius using an electric water heater in the batching plant water tank — this raises the initial concrete temperature from 10 to 15 to 16 to 18 degrees Celsius, increasing the maturity accumulation rate significantly through the first 8 hours; (iii) close the workshop doors and windows overnight to reduce cold air infiltration — draughts accelerate heat loss from the fresh concrete even with insulating covers in place. Combined effect estimate: with MC-Crete 315 at 2.0 percent, pre-heated mix water (concrete temperature at placement 16 degrees Celsius), and insulation cover (concrete temperature maintained at 18 to 20 degrees Celsius during curing), the 18-hour cube strength target of 15 MPa should be reliably achievable — restoring the full two-cycle daily production programme. Space Arc Engineering supplies MC-Crete 315 set accelerator, Centrament Flow 250 PCE superplasticiser, and complete cold-weather concrete admixture solutions for precast manufacturers, ready-mix producers, and site concrete contractors in Ghaziabad, Delhi NCR, 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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