Centrament Flow 500
Ultra-High-Performance PCE Superplasticiser for Self-Compacting Concrete and UHPC at C80 to C120 — Self-Levelling SCC Mix Design, Ultra-High-Strength Precast Elements, and Reactive Powder Concrete for Specialist Infrastructure in India
Authorized Project Distributor — MC-Bauchemie India | Space Arc Engineering, Ghaziabad
Product Overview
Centrament Flow 500 represents the performance apex of the MC-Bauchemie superplasticiser range — targeting the specialist high-performance concrete applications that require a PCE superplasticiser beyond the capability of the standard Centrament Flow range (200, 300, and 400): self-compacting concrete (SCC) that flows without vibration, ultra-high-strength concrete (UHSC) at C80 to C100, and reactive powder concrete (RPC) or UHPC (Ultra-High-Performance Concrete) incorporating silica fume, steel fibres, and w/c ratios of 0.20 to 0.25 — applications at the absolute technical frontier of concrete technology in India. Self-compacting concrete represents the most demanding application for PCE superplasticisers because SCC requires both extreme fluidity (flow diameter 560 to 850 mm, equivalent to near-zero yield stress) and simultaneous resistance to segregation (the paste must hold the aggregate in suspension without bleeding or aggregate settlement despite the near-zero viscosity required for flow) — two properties that are in direct opposition in normal concrete and require the specific molecular architecture of a high-molecular-weight PCE polymer with carefully designed backbone-to-side-chain ratio to achieve simultaneously. Centrament Flow 500 uses a PCE polymer of the highest molecular weight and side-chain length in the Centrament range — providing the extreme steric hindrance and electrostatic repulsion needed to disperse cement, silica fume, and fine aggregate at the w/c ratios of 0.25 to 0.35 used in SCC mix designs while maintaining sufficient viscosity (through the polymer molecular architecture) to resist aggregate segregation. In the Indian precast and infrastructure market, SCC is increasingly being adopted for: heavily reinforced elements where vibration access is impractical (precast segmental box girder webs, precast column sections with dense reinforcement cage, architectural precast panels with complex surface textures); ultra-high-strength precast piles (C80 to C100 for high-capacity foundation piles for heavy structures); and UHPC structural elements (C100 to C120 for thin-section, long-span architectural structures). Space Arc Engineering supplies Centrament Flow 500 for specialist precast manufacturers, high-performance concrete research projects, and ultra-high-strength concrete contractors in Delhi NCR, Noida, and Uttar Pradesh.
Applications
- Self-compacting concrete for heavily reinforced precast elements and architectural precast panels — production of SCC for precast concrete elements where the reinforcement congestion or the complexity of the surface texture makes conventional vibrated concrete placement impractical: precast segmental bridge box girder webs and bottom flanges (reinforcement spacing as close as 80 to 100 mm, making vibrator insertion impossible in the web void), precast column sections with 8 to 16 bar main reinforcement plus stirrups at 100 mm pitch, and architectural precast concrete facade panels with textured form liners that would trap air bubbles with vibration; SCC with Centrament Flow 500 flows under its own weight, self-levels to fill the mould completely, self-compacts to eliminate air voids against the form liner surface, and produces a perfectly uniform, defect-free surface finish without any vibration — achieving a finish quality impossible to replicate with vibrated concrete in congested reinforcement moulds
- Ultra-high-strength precast concrete piles and foundation elements at C80 to C100 — production of C80 to C100 precast prestressed concrete piles for high-capacity foundations of heavy structures (industrial furnaces, large chemical storage tanks, heavy industrial machinery bases, high-rise towers in soft ground areas) in Delhi NCR and Uttar Pradesh where the ground bearing conditions require high-capacity driven prestressed piles with characteristic compressive strength of 80 to 100 MPa to resist the working load without exceeding the structural capacity of the pile section; Centrament Flow 500 at 1.0 to 1.5 percent by weight of cementitious content enables w/c ratios of 0.25 to 0.32 with silica fume (10 to 15 percent replacement) to achieve C80 to C100 strength while maintaining workable consistency for filling the precast pile mould and consolidating the concrete around the prestressing strands
- Reactive powder concrete and UHPC for specialist infrastructure and architectural structures — production of UHPC (Ultra-High-Performance Concrete, typically C100 to C120 with steel fibre reinforcement replacing conventional bar reinforcement) for specialist applications in Delhi NCR including: pedestrian bridges and canopy structures for premium commercial and institutional buildings where the exceptional strength-to-weight ratio of UHPC enables very thin (50 to 80 mm) slabs and beams with long spans; high-security barrier and blast-resistant wall elements for government and critical infrastructure buildings; and wear-resistant industrial floor overlays (20 to 30 mm thick UHPC screed over existing industrial concrete floors) where the 100 to 120 MPa strength and very low porosity of UHPC provide exceptional abrasion and chemical resistance for aggressive industrial environments
Key Advantages
- Extreme water reduction of 30 to 40 percent for w/c ratios below 0.30 — accessing the C80 to C120 strength range — the defining capability of Centrament Flow 500 versus all lower-grade PCE superplasticisers in the Centrament range; at equal 200 mm slump workability, Centrament Flow 400 achieves 25 to 35 percent water reduction (w/c 0.30 to 0.40 range), while Centrament Flow 500 achieves 30 to 40 percent water reduction at equal fluidity, enabling w/c ratios of 0.22 to 0.30 — the w/c range that, combined with silica fume and optimised particle packing, produces 80 to 120 MPa compressive strength; below w/c 0.30, conventional concrete technology breaks down (the cement paste is too stiff to flow and compact without extreme fluidity from a high-performance PCE) and Centrament Flow 500 is the enabling technology that makes C80 to C120 concrete producible at industrial scale
- SCC stability without segregation at extreme slump flow of 600 to 750 mm — the simultaneous achievement of extreme fluidity and segregation resistance in SCC at the very high PCE dosage levels required for 600 to 750 mm slump flow is the most technically demanding formulation challenge for any PCE superplasticiser; conventional PCE formulations at high dosage produce very low yield stress (good for flow) but also very low viscosity (leading to aggregate segregation and bleeding), requiring viscosity-modifying admixtures (VMA) as a separate addition; Centrament Flow 500 molecular architecture is specifically designed for the SCC application with a polymer backbone-to-side-chain geometry that maintains adequate plastic viscosity at the zero-yield-stress fluidity level required for SCC — providing inherent segregation resistance without mandatory VMA addition (though VMA can be added for challenging SCC mix designs with coarse aggregate or gap-graded aggregate)
Technical Data
| Product Type | Ultra-high-range PCE superplasticiser for SCC and UHPC — liquid admixture, highest-performance grade in Centrament Flow range |
| IS 9103 Classification | Type G — High-Range Water-Reducing and Retarding Admixture (or Type F if classified without retardation) |
| Target Concrete Types | SCC (self-compacting, flow 560 to 850 mm per EN 12350-8); UHSC C80 to C100; UHPC C100 to C120; RPC |
| Water Reduction | 30 to 40 percent at working dosage versus unadmixed reference concrete at equal workability |
| Typical Dosage Range | 0.8 to 2.0 percent by weight of total cementitious content — higher dosage range than standard PCE superplasticisers due to very low w/c requirements |
| Target w/c Range | 0.22 to 0.32 for UHSC and UHPC; 0.30 to 0.40 for SCC |
| Compatibility with SCM | Essential for use with silica fume (5 to 20 percent) and GGBFS for UHSC and UHPC mix designs — verify specific compatibility by trial mix |
| SCC Slump Flow at Working Dosage | 560 to 850 mm per EN 12350-8 Slump Flow test at w/c 0.30 to 0.38 |
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+91 9999155255 | info@space-arc.com | Space Arc Engineering, Sahibabad, Ghaziabad
Frequently Asked Questions
A precast concrete manufacturer in Noida is developing a new product line of precast prestressed concrete piles with 500 mm square cross-section and 30 metre length for use in high-rise residential tower foundations in the Noida-Greater Noida region where the site investigation typically shows very soft alluvial soil in the top 15 to 20 metres requiring high-capacity driven piles — the structural designer specifies C90 characteristic compressive strength for the pile concrete to allow the pile capacity to be governed by the soil resistance rather than the structural capacity of the pile section — what is the complete mix design approach using Centrament Flow 500, and what supplementary materials are needed to achieve C90 at industrial precast scale?
C90 precast prestressed pile concrete is at the upper boundary of ultra-high-strength concrete achievable at industrial scale in India and requires very precise mix design and quality control. Here is the systematic approach. Target strength: C90 characteristic strength = target mean compressive strength = 90 + 1.65 x s where s is the standard deviation of the precast plant mix; for an established precast plant with good quality control, s = 4 to 5 MPa; target mean = 90 + 1.65 x 4.5 = 97 MPa — design for 100 MPa mean at 28 days. Key mix design principles: (1) The Abrams law relationship between w/c and strength has limited predictive value below w/c 0.30 — in ultra-high-strength concrete the pore structure refinement from silica fume and optimised particle packing are equally important as the w/c; (2) The target is a dense, nearly porosity-free cementitious matrix with very fine porosity and zero macro-pores (honeycombs, cold joints, or air entrainment would be fatal to C90 strength achievement). Recommended mix proportions (trial mix starting point — per cubic metre of concrete): OPC 53 grade: 480 kg; Silica fume (undensified or densified, well-dispersed): 50 to 60 kg (11 to 12 percent of cementitious content); total cementitious: 535 to 540 kg; water: 540 x 0.26 = 140 to 145 litres (w/c 0.26 to 0.27); Centrament Flow 500: 1.4 percent x 540 = 7.56 kg = approximately 6.9 litres per cubic metre; fine aggregate (well-graded natural river sand, FM 2.7 to 3.0, washed): 650 to 700 kg; coarse aggregate (10 mm crushed granite, angular, clean): 900 to 950 kg; note: 20 mm aggregate is NOT used in C90 prestressed pile concrete — the 10 mm maximum aggregate size allows better packing with the high cementitious paste content and reduces the interfacial transition zone (ITZ) size that limits strength in normal concrete. Mixing procedure: the silica fume must be pre-dispersed before mixing with the aggregate — add silica fume to the mixing water with Centrament Flow 500 and mix for 1 to 2 minutes before adding the dry materials; this pre-dispersed silica fume-PCE slurry then disperses rapidly and uniformly when the dry materials are added; mix for minimum 4 to 5 minutes (longer than standard concrete) to achieve homogeneous distribution of silica fume in the very stiff mix; the fresh concrete at w/c 0.26 will have a slump flow of approximately 400 to 550 mm — fluid enough to fill the pile mould around the prestressing strand cage with vibration assistance (unlike SCC, prestressed pile concrete is vibrated by internal vibrator or external mould vibrator during placing for full compaction). Fresh concrete temperature control: precast plant production of C90 pile concrete in Indian summer (April to July) requires fresh concrete temperature management — if the concrete temperature at batching exceeds 30 degrees Celsius, increase Centrament Flow 500 dosage by 0.1 percent per 5 degrees above 25 degrees Celsius to compensate for the temperature effect on PCE performance and to maintain slump flow; consider chilling the mixing water and precooling the aggregate to achieve fresh concrete temperature below 30 degrees Celsius. Curing: C90 precast piles benefit significantly from elevated-temperature steam curing: standard steam cure at 60 to 65 degrees Celsius for 8 to 10 hours after initial set achieves 80 to 90 percent of 28-day strength overnight (equivalent to 7 to 10 days ambient curing), allowing daily pile production cycles; do not exceed 70 degrees Celsius during steam curing as this can cause delayed ettringite formation (DEF) in OPC-rich concrete — use a maximum steam cure temperature of 65 degrees Celsius with a temperature ramp of 20 degrees Celsius per hour. Quality control: minimum 3 cube samples per batch (150 mm cubes); test at 3, 7, and 28 days; accept the pile for despatch when the 7-day strength exceeds 70 MPa (indicating 28-day target of 100 MPa is achievable); implement statistical process control on the w/c ratio (measure fresh concrete density to verify w/c is within target range — density deviating more than 30 kg per cubic metre from the mix design density indicates a w/c error). Space Arc Engineering supplies Centrament Flow 500 for specialist precast manufacturers in Noida and Delhi NCR — contact +91 9999155255 for product, trial mix technical support, and supply scheduling.
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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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