Centrament Flow 400 — Ultra-High-Range Polycarboxylate Ether PCE Superplasticiser for C60 to C80 High-Strength Concrete — High-Rise Columns, Infrastructure Piers, Precast High-Strength Elements, and Specialist Structural Applications

Centrament Flow 400

Ultra-High-Range Polycarboxylate Ether PCE Superplasticiser for C60 to C80 High-Strength Concrete — High-Rise Columns, Infrastructure Piers, Precast High-Strength Elements, and Specialist Structural Applications

Authorized Project Distributor — MC-Bauchemie India | Space Arc Engineering, Ghaziabad

Product Overview

Centrament Flow 400 is MC-Bauchemie India high-performance ultra-high-range PCE superplasticiser occupying the highest performance tier of the Centrament Flow range — above the general-purpose Centrament Flow 200 in water reduction efficiency, dosage range, and applicability to high-strength concrete above C50. The distinction between Centrament Flow 400 and Centrament Flow 200 lies in the molecular architecture: Centrament Flow 400 uses a higher molecular weight PCE backbone with denser polyethylene oxide (PEO) side chain grafting, producing a longer-range steric hindrance cloud that provides greater inter-particle separation at a given dosage (or equivalent workability at a lower w/c ratio). In practical terms, Centrament Flow 400 achieves water reduction of 25 to 35 percent versus the 15 to 25 percent of Centrament Flow 200 at the respective working dosage ranges — this additional water reduction is what enables the production of C60 to C80 concrete with w/c ratios of 0.28 to 0.35 while maintaining the workability required for placement. High-strength concrete above C50 presents a demanding mixing and placement environment: the very low w/c ratio means the concrete has very low water content, leaving very little free water for lubrication of the aggregate-paste interface — without a high-efficiency superplasticiser at the correct dosage, high-strength concrete mixes become extremely stiff, difficult to pump, and almost impossible to place in column formwork with congested reinforcement. Centrament Flow 400 solves this problem by dispersing the cement particles so efficiently that the concrete achieves full workability despite the very low water content. The product is compliant with IS 9103 as a Type F or G high-range water-reducing admixture. Space Arc Engineering supplies Centrament Flow 400 for specialist concrete producers, high-rise building contractors, bridge and infrastructure contractors, and precast manufacturers in Ghaziabad, Delhi NCR, Noida, and Uttar Pradesh.

Applications

  • High-strength concrete for high-rise building columns — production of C60 to C80 reinforced concrete columns in high-rise residential and commercial buildings (above 20 to 25 storeys) in Delhi NCR, Noida, and Greater Noida where the column design requires very high concrete strength to keep column cross-sections within the architectural constraints of the floor plan; in high-rise column concrete, the combination of very low w/c (0.28 to 0.35) for high strength, high cement content (450 to 500 kg/m3), and fine silica fume or metakaolin addition (for pozzolanic C-S-H densification) creates a very cohesive mix that without Centrament Flow 400 would be unworkable in 600 x 600 to 800 x 800 mm column sections with four or six layers of 25 to 32 mm main bars and closely spaced 10 to 12 mm lateral ties
  • Ultra-high-strength precast concrete elements — production of C70 to C80 precast concrete elements including prestressed concrete sleepers, high-strength prestressed bridge beams, precast piles, and specialist precast structural elements for long-span structures, rail infrastructure, and industrial buildings; in precast production, the additional process advantage of Centrament Flow 400 over standard mid-range superplasticisers is the ability to achieve high early strength for steam curing or ambient curing demoulding at 8 to 12 hours while maintaining the low w/c ratio that delivers the final 28-day high strength requirement
  • Bridge piers and pylons in aggressive exposure environments — production of high-durability C50 to C60 concrete for bridge piers in marine exposure (zone XS3, fully submerged or splash and tidal zone), de-iced road bridge piers (zone XD3, cyclic wet-dry chloride exposure), and industrial zone bridge structures in aggressive atmospheric environments (zone XA3, high sulfate or acid exposure) where the design life of 100 years requires a very low permeability concrete with w/c below 0.35 and silica fume addition to achieve the chloride diffusion coefficient and carbonation resistance required by IS 456 and IRC durability design guidelines
  • Self-compacting high-strength concrete (SCC) for congested sections — production of self-compacting concrete (SCC) at C50 to C70 for columns, beam-column joints, and other heavily reinforced sections where conventional vibration cannot effectively reach all parts of the formwork; Centrament Flow 400 provides both the high water reduction for strength and the rheological modification for self-flow — achieving the combination of slump flow 600 to 700 mm, T500 spread time 2 to 5 seconds, and V-funnel flow time 6 to 12 seconds characteristic of SCC while maintaining a low w/c ratio for high strength and durability
  • Reactive powder concrete (RPC) and ultra-high-performance concrete (UHPC) research and specialist applications — Centrament Flow 400 is used in research and specialist applications involving reactive powder concrete (no coarse aggregate, w/c 0.18 to 0.22, compressive strength 150 to 200 MPa) and ultra-high-performance fibre-reinforced concrete (UHPFRC) where the extreme low water content and very high cement and supplementary cementitious material content requires a superplasticiser at the top of the performance range to maintain any degree of workability at all

Key Advantages

  • Ultra-high water reduction of 25 to 35 percent — enabling C60 to C80 concrete grades — the performance level that separates Centrament Flow 400 from mid-range superplasticisers; at a working dosage of 0.6 to 1.2 percent by weight of cement, Centrament Flow 400 reduces mixing water by 25 to 35 percent versus the reference mix without admixture, enabling w/c ratios of 0.28 to 0.35 that deliver characteristic compressive strengths of 60 to 80 MPa at 28 days with appropriate cement content and pozzolanic addition; this water reduction capability is inaccessible to standard mid-range PCE superplasticisers (Centrament Flow 200 type) and SNF-based superplasticisers at equivalent dosages
  • Extended slump retention of 60 to 90 minutes for pumped high-rise concrete — the long PEO side chains of Centrament Flow 400 provide slow and sustained release of the steric hindrance effect as cement hydration proceeds, maintaining workability for 60 to 90 minutes at 25 degrees Celsius and 45 to 60 minutes at 35 degrees Celsius — sufficient for the transit time from RMC plant to pump input hopper and up a concrete pump line to the 15th to 30th floor column in a typical Delhi NCR high-rise project; slump retention is particularly critical for high-strength concrete because the high cement content and low w/c accelerates hydration and slump loss versus standard concrete grades
  • Compatibility with silica fume and fly ash for high-strength durable concrete — Centrament Flow 400 is compatible with the supplementary cementitious materials (SCMs) routinely used in high-strength durable concrete: silica fume (5 to 10 percent by weight of cementitious — for very high strength and very low chloride permeability), Class F fly ash (15 to 25 percent by weight of cementitious — for workability improvement and long-term pozzolanic strength development), and GGBFS (25 to 50 percent for marine exposure durability); the superplasticiser-SCM interaction for Centrament Flow 400 is well-characterised and the product provides effective dispersion of silica fume agglomerates that are difficult to disperse with less efficient superplasticisers
  • IS 9103 Type F compliance for use in any IS 456 or IS 1343 concrete — Centrament Flow 400 is formulated and tested to comply with IS 9103 requirements for Type F (high-range water-reducing admixture without retardation) or Type G (high-range water-reducing with retardation) classification, ensuring the product is approved for use in any concrete structure designed and specified under IS 456 Plain and Reinforced Concrete Code of Practice or IS 1343 Prestressed Concrete Code without requiring special structural engineer approval for a non-standard admixture

Technical Data

TypeUltra-high-range polycarboxylate ether (PCE) superplasticiser — liquid admixture, ready to use
IS 9103 ClassificationType F (High-Range Water-Reducing) or Type G (High-Range Water-Reducing and Retarding)
Target Concrete GradesC60 to C80 high-strength concrete — also C50 self-compacting concrete and specialist UHPC mixes
Water Reduction Capacity25 to 35 percent at working dosage (above mid-range PCE Centrament Flow 200 range)
Typical Dosage Range0.6 to 1.2 percent by weight of total cementitious content — optimise by trial mix at target w/c
Slump Retention60 to 90 minutes at 25 degrees Celsius — 45 to 60 minutes at 35 degrees Celsius
Compatible Supplementary Cementitious MaterialsSilica fume, Class F fly ash, GGBFS, metakaolin — verify interaction by trial mix
AppearanceBrown to amber liquid — density approximately 1.05 to 1.10 kg/litre

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+91 9999155255 | info@space-arc.com | Space Arc Engineering, Sahibabad, Ghaziabad

Frequently Asked Questions

A structural engineer at an infrastructure consultancy in Delhi is designing C65 concrete for 2.5-metre diameter bored cast-in-situ concrete piles for a 35-storey residential tower in Noida — the piles will be in a zone of moderate sulfate and chloride contamination from industrial effluent in the ground water — the design mix must achieve 65 MPa at 28 days with w/c not exceeding 0.32, must be pumpable down the tremie pipe to the bottom of a 30-metre deep bored pile, and must have a slump of 200 mm at the point of tremie filling — how should Centrament Flow 400 be incorporated into this pile concrete mix design, and what dosage optimisation procedure should the RMC plant follow?

Designing C65 tremie-placed pile concrete with Centrament Flow 400 for a congested-reinforcement bored pile in industrial contaminated ground water is one of the most technically demanding applications of a high-range PCE superplasticiser in Indian infrastructure practice. Here is the complete mix design approach and RMC dosage optimisation procedure. Mix design framework: target 28-day characteristic compressive strength: 65 MPa (design mean strength with standard deviation of 5 MPa for well-controlled RMC: 65 + 1.65 x 5 = 73 MPa target mean); target w/c: 0.32 or below (for sulfate and chloride resistance in addition to strength); cement type: OPC 53 grade or blended PPC 53 is not preferred for high-strength pile concrete in aggressive ground — use OPC 53 with 8 to 10 percent silica fume addition by weight of cementitious for very high strength and very low chloride permeability; cementitious content: 450 to 500 kg/m3 total (400 to 450 kg OPC + 35 to 50 kg silica fume); water content: 450 x 0.32 = 144 litres/m3 target — the Centrament Flow 400 must reduce mixing water from the reference level (typically 190 to 210 litres/m3 for the same workability without admixture) to 144 litres/m3; aggregate selection: 20 mm down crushed granite coarse aggregate (clean, elongation index below 25 percent), river sand or manufactured sand with FM 2.8 to 3.0; target slump at point of discharge into tremie: 200 to 220 mm (high slump for tremie flow); note that tremie-placed pile concrete must maintain this slump for minimum 60 minutes from batching (transit time from RMC plant to pile location plus time to set up tremie) — this is a critical slump retention requirement that eliminates SNF superplasticisers from consideration. RMC plant dosage optimisation procedure for Centrament Flow 400: Step 1 — baseline mix without admixture: batch the design aggregate proportions with 185 to 195 litres/m3 water (no admixture) — measure slump (target 200 mm) and record water quantity; Step 2 — initial dosage trial: add Centrament Flow 400 at 0.7 percent by weight of cementitious (0.7 x 450 = 3.15 kg/m3 or 3.0 litres/m3 at density 1.07) — reduce water by 20 percent to 148 to 156 litres/m3 as a starting point and check slump; Step 3 — slump retention test: mix the trial batch and measure slump at 0 minutes (at mixer output), 30 minutes, and 60 minutes — the target is slump above 180 mm at 60 minutes to allow for 30 minutes transit time plus 30 minutes tremie placement time at pile site; Step 4 — dose adjustment: if slump at 0 minutes is below 200 mm, increase Centrament Flow 400 by 0.1 percent increments; if slump at 60 minutes drops below 180 mm, consider using a small quantity of retarder (Centrament Retard at 0.1 to 0.2 percent) in addition to Centrament Flow 400 to extend working time in the Indian summer; Step 5 — strength confirmation: cast minimum 6 cubes from the optimised trial mix — 2 cubes at 3 days, 2 at 7 days, 2 at 28 days; confirm 28-day mean strength above 73 MPa; if 28-day strength is 5 to 10 percent below target, reduce w/c by 0.01 to 0.02 by reducing water 5 to 8 litres/m3 and repeat. Silica fume handling note for Indian RMC plants: silica fume must be pre-blended with cement in a factory-blended product or added separately via a dedicated weigh hopper — silica fume added as a slurry is more easily dispersed; Centrament Flow 400 performs the critical function of dispersing silica fume micro-particle agglomerates (mean particle size 0.1 to 0.2 micrometre — approximately 100 times finer than cement) — inadequate superplasticiser dosage leaves silica fume in un-dispersed balls that contribute nothing to strength and durability. Tremie placement consideration: pile concrete placed by tremie is not vibrated — it must achieve self-flow (essentially SCC characteristics) through the tremie pipe, meaning the slump at the tremie entry point must be maintained at minimum 180 to 200 mm throughout the entire pour; monitor slump every 3 to 4 trucks and reject any truck that arrives at site with slump below 160 mm — do not add water at site to restore slump (this raises w/c above design and destroys both strength and durability). Space Arc Engineering supplies Centrament Flow 400 and both Centrament Flow 200 and Centrament Retard for blended admixture systems, available for pile concrete, high-rise column concrete, and precast high-strength applications in Ghaziabad, Delhi NCR, Noida, Greater Noida, and Uttar Pradesh — call +91 9999155255 for mix design consultation and product supply.

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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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