MC-Grout Flowable — Self-Levelling Large-Cavity Non-Shrink Cementitious Grout for Column Base Pockets, Precast Beam Bearings, Anchor Bolt Setting, and Large Void Filling in Infrastructure and Industrial Construction India

MC-Grout Flowable

Self-Levelling Large-Cavity Non-Shrink Cementitious Grout for Column Base Pockets, Precast Beam Bearings, Anchor Bolt Setting, and Large Void Filling in Infrastructure and Industrial Construction India

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

Product Overview

MC-Grout Flowable addresses a specific and common challenge in infrastructure and industrial construction in India: how to achieve complete, void-free filling of large cavities and pockets in reinforced concrete structures where the cavity geometry (irregular shape, deep access restriction, or complex reinforcement obstruction) makes compacted or tamped placement of conventional grout impractical and where the cavity size (volumes from 5 litres to several cubic metres) is too large for the precision fine-grain grouting products designed for machine base plate applications. The non-shrink characteristic of MC-Grout Flowable is the critical performance requirement — a conventional cementitious grout (unmodified Portland cement and sand) exhibits 0.3 to 0.8 percent drying shrinkage during curing, which in a 150 mm deep column pocket translates to 0.5 to 1.2 mm of settlement at the top of the grout, creating a gap between the grout and the base of the column that eliminates the intended direct bearing and load transfer; MC-Grout Flowable uses a combination of expansive admixture (typically calcium sulphoaluminate-based or gas-releasing aluminium powder micro-expansion in the plastic phase) to compensate for the subsequent drying shrinkage and produce net zero or slight positive volume change — ensuring the grout remains in tight contact with both the column base and the foundation pocket throughout the curing and service life. In the Indian construction market, the principal applications for MC-Grout Flowable are: precast column pocket foundations in industrial buildings (pockets typically 400 to 500 mm square, 500 to 600 mm deep, volume 80 to 150 litres), precast prestressed beam end bearings on bridge abutment corbels (shallow, wide bearing area, complex access from beam soffit), anchor bolt group setting in heavy machinery foundations (10 to 40 bolt groups in pockets 300 to 600 mm deep), and large honeycombs in bridge substructure elements (pile caps, pier bases) where the void volume exceeds the practical capacity of hand-trowelled repair mortars. Space Arc Engineering supplies MC-Grout Flowable for infrastructure, industrial, and building construction projects in Ghaziabad, Noida, Delhi, and Uttar Pradesh.

Applications

  • Precast column pocket foundation grouting in industrial buildings and warehouses — filling the annular gap between precast RCC columns (typically 400 to 500 mm square cross-section) and the cast-in-place column pocket in the foundation (typically 500 to 600 mm square, 500 to 700 mm deep, with 50 to 100 mm gap around the column on all four sides and below the column base) in industrial warehouses, factory buildings, logistics centres, and precast industrial sheds throughout Delhi NCR, Noida Greater Noida Expressway corridor, and Hapur Road industrial areas; the flowable self-levelling consistency of MC-Grout Flowable allows it to be poured by funnel and hose (or directly from a bucket) into the 50 to 100 mm annular gap around the column from the top of the pocket, flowing downwards and around the column base under gravity without any vibration or tamping — critical because the access to the column base at the bottom of a 600 mm deep pocket is impossible for vibrator insertion; the non-shrink performance ensures the column base is in continuous, void-free contact with the grout for the full load transfer area after curing
  • Precast prestressed beam end bearing on bridge abutment corbels and pier caps — grouting the bearing surface between precast prestressed concrete bridge beams (PSC T-beams, I-girders, or box beams) and their supporting elastomeric bearing pads on bridge abutment corbels and intermediate pier cap bearings on road and rail bridges in Delhi NCR, Uttar Pradesh highways, and NHAI national highway projects; the bearing surface irregularities between the precast beam soffit and the cast-in-place corbel top surface, combined with the impracticality of vibration in the shallow (50 to 100 mm) bearing pocket, makes flowable non-shrink grout the standard specified material for bearing level correction and contact surface completion; the non-shrink performance is critical because any settlement gap under the bearing pad creates a point load stress concentration that can cause cracking at the beam end
  • Anchor bolt group setting in heavy industrial machinery foundations — setting groups of 8 to 40 anchor bolts (M24 to M48 diameter, 300 to 600 mm embedment depth) in pockets pre-formed in concrete machine foundations for heavy equipment installation in industrial facilities, power plants, and manufacturing plants in Ghaziabad, Noida, and Hapur industrial areas; the flowable consistency of MC-Grout Flowable fills the pocket around multiple closely spaced anchor bolts (typically 100 to 200 mm bolt spacing) without manual compaction or vibration, ensuring complete contact between the grout and each bolt shank and the pocket walls; the non-shrink performance ensures no gaps develop between the bolt and grout that would allow bolt loosening or rocking under dynamic machine loads
  • Large honeycomb void repair in bridge substructure elements (pile caps, pier bases, and abutment walls) — repair of large honeycomb voids (volume 5 to 200 litres, depth 100 to 400 mm) in bridge pile caps, pier bases, and abutment walls identified during post-construction inspection of national highway bridges, flyovers, and metro viaduct structures in Delhi NCR and Uttar Pradesh; large honeycombs at these depths and volumes are impractical to repair with hand-trowelled repair mortars (which require layered application at maximum 20 to 40 mm per layer with intermediate curing) and require a flowable material that can be poured into the prepared void and flow to fill the full cavity geometry; MC-Grout Flowable is used by gravity pour through a formed entry point at the top of the prepared void, with a small vent hole at the highest point of the void to allow air to escape as the grout fills from the bottom up

Key Advantages

  • Zero or slight positive volume change in the plastic phase for void-free contact with structural elements — the non-shrink admixture system in MC-Grout Flowable produces zero or slight (0.0 to 0.5 percent) positive volume change during the plastic phase before final set, compensating for the early drying shrinkage that would otherwise cause settlement and gap formation between the grout and the overlying structural element; this is verified by the standard grout volume change test (ASTM C1090 or equivalent) and is the fundamental performance requirement that distinguishes non-shrink grout from conventional sand-cement grout in structural bearing and pocket-filling applications; zero shrinkage gap is particularly critical under precast column bases and anchor bolt groups where any gap directly compromises the load transfer efficiency and structural integrity of the connection
  • Flowable self-levelling consistency for complete filling of deep pockets without vibration or access difficulty — the high-flow consistency of MC-Grout Flowable (flow table spread 240 to 300 mm at working water-to-powder ratio) allows the grout to flow and completely fill deep, narrow pockets, complex pocket geometries with reinforcement obstructions, and bearing cavities with limited access from above without any vibration compaction or mechanical tamping; this eliminates the principal limitation of stiffer consistency repair mortars and conventional concrete in these applications (incomplete filling of the bottom of the pocket) and ensures 100 percent contact area for load transfer; the high flow is achieved by the MC-Bauchemie admixture system without excess water addition (w/c remains controlled for strength and durability), unlike site-workaround of adding excess water to site-batched sand-cement mixes which drastically reduces strength and causes segregation and bleeding

Technical Data

Product TypeFactory-blended single-component non-shrink cementitious grout — add water only at site
Consistency at Working W/P RatioSelf-levelling flowable — flow table spread 240 to 300 mm per ASTM C939 or EN 445
Non-Shrink ComplianceZero or slight positive volume change in plastic phase — ASTM C1090 / EN 445
Water-to-Powder RatioApproximately 0.16 to 0.20 litres per kg powder — verify on current PDS and by flow test
Compressive Strength at 28 daysMinimum 30 to 35 MPa — suitable for general structural pocket-filling applications; verify on current PDS
Maximum Aggregate Size3 to 5 mm — suitable for cavities with minimum dimension 30 to 40 mm (10 times max aggregate size minimum)
Minimum Pour VolumeNo theoretical minimum — practical minimum approximately 2 litres (below this, stiff consistency MC-Grout PF is more practical)
Application Temperature RangeMinimum +5 degrees Celsius, maximum +35 degrees Celsius — avoid freezing within 24 hours of application

Get a Quote

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

Frequently Asked Questions

A civil engineer at a precast industrial warehouse project in Greater Noida is grouting 180 precast column pockets (each approximately 500 mm square by 600 mm deep, with the precast column 400 mm square inserted to within 100 mm of the pocket base, leaving a 50 mm annular gap on all four sides and 100 mm below the column base) — the structural engineer specifies non-shrink grout with minimum 30 MPa compressive strength at 28 days and requires that grouting be completed within 4 days (45 pockets per day) to meet the construction programme — how many bags of MC-Grout Flowable are required for each pocket, what is the mixing and pouring method, and can grouting be accelerated with MC-Grout Flowable mixed at slightly lower consistency to speed up setting?

Volume calculation and production rate planning for 180 precast column pockets is a practical logistics question for large industrial construction projects in Greater Noida. Here is the complete calculation and method. Volume per pocket: the cavity to be filled is the annular gap around the precast column (50 mm on each side and 100 mm below the base) plus the full pocket volume below the column base; annular gap volume: 4 sides x (0.05 m x 0.40 m x 0.60 m) = 4 x 0.012 = 0.048 cubic metres; below-column volume: 0.40 m x 0.40 m x 0.10 m = 0.016 cubic metres; total grout volume per pocket: 0.048 + 0.016 = 0.064 cubic metres = 64 litres. Bags per pocket: MC-Grout Flowable at w/p ratio 0.17 yields approximately 12 to 13 litres of grout per 25 kg bag (fresh grout density approximately 2,000 to 2,050 kg per cubic metre); bags per pocket = 64 litres divided by 12.5 litres per bag = approximately 5.1 bags per pocket; order 6 bags per pocket for wastage — total order for 180 pockets: 180 x 6 = 1,080 bags (27 tonnes). Daily production rate of 45 pockets: with a gang of 2 operators and one 120-litre drum mixer, the production rate is approximately 3 to 4 pockets per hour (15 minutes to mix 6 bags in 2 batches, pour, and check fill); at 3 pockets per hour, 45 pockets per day requires a 15-hour working day with a single gang — in a typical 10-hour Indian construction working day, a single gang can realistically complete 30 pockets; to achieve 45 pockets per day, deploy 2 gangs simultaneously (2 mixers, 4 operators) working alternate sections of the floor to avoid interference. Mixing and pouring method: for each pocket, pre-wet the pocket interior and column base with clean water and remove any standing water just before grouting (SSD condition); mix 3 bags of MC-Grout Flowable with the specified water volume in a drum mixer for 3 to 4 minutes until a smooth, lump-free flowable consistency is achieved (verify by visual assessment: should flow from a tilted drum like a thick smoothie, not a stiff paste); pour from a bucket directly into the pocket at one corner only — do not pour from multiple sides as this can trap air; for a 500 mm pocket, pouring from one corner allows the grout to flow around the column and fill the pocket from the far corner back; pour the 6-bag volume (approximately 75 litres including small overfill) in 2 batches at the same corner; the grout should reach within 10 to 20 mm of the top of the column pocket and be visible rising evenly on all four sides (visible through a small inspection hole if provided); if the grout level does not rise evenly on all four sides after the pour, some area of the pocket is not filling — this indicates a pocket geometry problem (formwork left in, reinforcement blocking, or large step in pocket bottom) requiring investigation. Accelerating setting by reducing consistency: this is not recommended for MC-Grout Flowable. Reducing the water-to-powder ratio to below the specified minimum accelerates setting but does not significantly increase the per-pocket grouting speed (which is limited by mixing time, not setting time) — the early demoulding benefit is irrelevant for pocket-filling grout since the pocket walls are the concrete foundation itself. The more productive approach for programme acceleration is to deploy 2 gangs as recommended above. For projects requiring genuine early strength (e.g., column load application within 24 hours rather than the standard 7 days), contact Space Arc Engineering for MC-Grout Rapid, which achieves 25 MPa at 24 hours for early structural loading. Contact +91 9999155255 for material supply and technical support for this Greater Noida warehouse project.

Source MC-Grout Flowable for Your Project

Space Arc Engineering is an Authorized Project Distributor for MC-Bauchemie India serving Delhi NCR, Ghaziabad, Noida and Uttar Pradesh.

Get MC-Grout Flowable — Self-Levelling Large-Cavity Non-Shrink Cementitious Grout for Column Base Pockets, Precast Beam Bearings, Anchor Bolt Setting, and Large Void Filling in Infrastructure and Industrial Construction India — pricing, TDS & technical help

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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