MC-Grout PF — Precision Fine-Grain Non-Shrink Cementitious Grout — Machine Base Plates, Column Base Plates, Anchor Bolts, and Structural Connections Requiring Full Bearing Contact and Zero Settlement

MC-Grout PF

Precision Fine-Grain Non-Shrink Cementitious Grout — Machine Base Plates, Column Base Plates, Anchor Bolts, and Structural Connections Requiring Full Bearing Contact and Zero Settlement

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

Product Overview

MC-Grout PF is a precision fine-grain, non-shrink cementitious grout from MC-Bauchemie representing the specialised precision grouting segment of the MC-Grout product range — positioned between the coarser general-purpose MC-Grout HES (non-shrink grout with larger aggregate for thicker grout layers) and ultra-fine micro cement injection grouts (MC-Grout 500) for the specific application of base plate grouting where the grout must flow through thin gaps under precision-levelled base plates. The technical distinction of MC-Grout PF from standard non-shrink grouts lies in three characteristics: fine aggregate grading (maximum particle size 1.0 to 1.5 mm — enabling flow under base plates with 10 to 15 mm clearance), non-shrink performance (the grout achieves zero or slightly positive volumetric change during hardening — preventing the formation of voids and gaps under the base plate that would cause partial bearing contact and uneven load distribution), and high compressive strength at 28 days (greater than 55 to 65 MPa — sufficient for the high bearing stress under heavily loaded machine or structural column base plates). The non-shrink property of MC-Grout PF is achieved by a gas-generating mechanism (finely divided iron oxidation or aluminium reaction producing hydrogen gas bubbles) or crystalline expansion mechanism that exactly compensates the normal chemical shrinkage of cementitious materials during hydration — the result is a grout that expands slightly during the plastic state to fill the base plate void completely, and then stabilises at its final dimensions without the long-term shrinkage that causes void formation under base plates in plain cement grout applications. The consequence of void formation under a machine base plate — from inadequate grout flow or post-set shrinkage — is rocking and vibration of the machine during operation, accelerating bearing wear, misalignment, and ultimately structural damage to both the machine and the foundation. Space Arc Engineering supplies MC-Grout PF for industrial construction contractors, erection agencies, plant maintenance teams, and structural repair specialists in Ghaziabad, Delhi NCR, Noida, and Uttar Pradesh.

Applications

  • Machine base plate grouting in manufacturing and process plants — precision grouting of the base plates of heavy industrial machines including CNC machining centres, turbines, compressors, pumps, motors, generators, and process equipment in manufacturing facilities, power plants, and process industries in Delhi NCR and Uttar Pradesh — where machine alignment accuracy (typically to within 0.02 to 0.05 mm over the machine span) requires a grout that achieves 100 percent bearing contact under the base plate without voids, and where machine vibration during operation requires the grout to be high-strength, dense, and void-free to transmit vibration loads without grout fatigue or cracking
  • Column base plate grouting in steel-framed buildings and industrial structures — grouting the gap between the fabricated steel column base plate and the concrete column pedestal or foundation block in steel-framed industrial buildings, warehouses, portal frame structures, and multi-storey steel buildings where the column base plate is levelled by machined shims or levelling screws and the gap below the plate must be completely filled with non-shrink grout to provide full bearing from the column down to the foundation without point loading at the levelling shims
  • Bridge bearing pedestal grouting — precision grouting of elastomeric bearing pads and pot bearings on bridge abutments and pier caps where the bearing must sit on a flat, void-free grout bed at the precise design level — incorrect grouting of bridge bearings causes eccentric loading on the bearing, premature bearing distortion, and differential settlement of the bridge deck — MC-Grout PF precision grout ensures the bearing sits on a fully supported, level grout pad meeting MORTH and IRC bearing installation specifications
  • Anchor bolt and foundation bolt grouting — grouting of anchor bolt pockets in machine foundations, process equipment foundations, and structural column bases where the annular gap around the bolt must be completely filled with high-strength, non-shrink grout that bonds the bolt to the foundation concrete and allows full design load transfer from the machine or structural frame to the foundation through the anchor bolt — MC-Grout PF fine grain allows complete filling of anchor bolt pockets as small as 50 mm diameter
  • Precast column and beam connection grouting — grouting of the joint between precast reinforced concrete columns and precast column bases in precast frame construction, and grouting of grouted splice sleeves and column-beam joint pockets in precast structures where the grout must develop high early strength (for rapid precast erection cycle) and achieve full bearing contact in the confined joint cavity to ensure monolithic structural connection behaviour

Key Advantages

  • Fine grain for flow under narrow base plate clearances — maximum aggregate size of 1.0 to 1.5 mm allows the mixed grout to flow freely under base plates with 10 to 15 mm clearance at a fluid consistency — the fine aggregate size ensures the grout particle size is not larger than one-third of the minimum gap dimension, preventing aggregate bridging that would cause incomplete grout flow and partial bearing contact — the critical criterion for base plate grout selection
  • Non-shrink — zero void formation under base plates — the non-shrink formulation ensures the grout volume at final hardened state is equal to or slightly greater than the plastic volume at the time of placement — compensating the cement hydration shrinkage that would otherwise create a thin gap between the grout and the underside of the base plate — void-free full bearing contact is the fundamental performance requirement for machine and structural base plate grouting
  • High compressive strength for heavy machinery and structural bearing — greater than 55 to 65 MPa at 28 days provides the high bearing capacity required under heavily loaded machine base plates and structural column bases — capable of supporting the bearing stress from 10 to 100 tonne machines and structural column loads of 2,000 to 10,000 kN without grout crushing or plastic deformation under sustained load
  • Fluid to plastic consistency range for different applications — the mixing water quantity can be adjusted within the manufacturer-specified range to achieve either fluid (self-flowing) consistency for narrow base plate gaps where full flow is required, or plastic (stiff, trowelable) consistency for vertical anchor bolt pocket filling where the grout must not slump out of the pocket during filling — the consistency range provides one product that covers both free-flow and packed-fill grouting applications
  • Compatible with machine foundation vibration environment — the high strength, dense microstructure, and low porosity of hardened MC-Grout PF provides excellent resistance to fatigue under cyclic vibration loading from rotating machines — the grout does not crack, soften, or lose bond to the base plate under repeated vibration cycles at the frequencies typical of industrial rotating equipment (10 to 100 Hz), providing long-term vibration-resistant machine mounting

Technical Data

TypePrecision fine-grain non-shrink cementitious grout — factory-blended dry powder, site-gauged with water to fluid or plastic consistency
Maximum Aggregate Size1.0 to 1.5 mm — enables flow under base plates with 10 mm minimum clearance
Compressive Strength at 1 dayGreater than 25 to 30 MPa (for early equipment commissioning — verify with product data sheet)
Compressive Strength at 28 daysGreater than 55 to 65 MPa — high bearing capacity for machine and structural loading
Non-Shrink PerformanceZero or positive volume change at hardened state relative to the freshly placed grout volume — verified by ASTM C827 or EN 445 non-shrink test
Flow ConsistencyFluid: 250 to 300 mm by flow cone test (for narrow base plate gaps) — Plastic: 180 to 220 mm (for anchor bolt pockets and vertical filling)
Application Temperature5 to 35 degrees Celsius — in Indian summer above 35 degrees Celsius, use chilled mixing water and shade the application area
Working Time30 to 45 minutes at 25 degrees Celsius — plan grout volume per batch to ensure complete filling within the working time

Get a Quote

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

Frequently Asked Questions

A project engineer at a cement plant in Uttar Pradesh is overseeing the installation of a 250 kW ball mill motor (total equipment weight 18 tonnes, base plate 2.4 x 1.2 metres) on a reinforced concrete foundation — the motor base plate is to be levelled by stainless steel shim packs to within 0.05 mm alignment tolerance before grouting — what is the complete MC-Grout PF grouting procedure from substrate preparation to the point when the motor can be energised, and what are the grouting sequence steps that are most commonly done incorrectly in Indian industrial installation practice?

Grouting an 18-tonne ball mill motor base plate with MC-Grout PF is a precision industrial grouting operation where incorrect procedure leads to grout voids, uneven bearing, and premature motor bearing failures from vibration misalignment. Here is the complete correct procedure and the common errors. Phase 1 — Foundation preparation (2 to 3 days before grouting): the concrete foundation surface below the base plate must be mechanically prepared to remove the weak laitance layer and provide mechanical bond for the grout; use an angle grinder with a cup wheel or a pneumatic chipping hammer to roughen the entire top surface of the foundation pedestal — create an irregular, rough surface profile with peaks and valleys (CSP 5 to 6 per ICRI 310.2R) to a depth of 3 to 5 mm; clean off all dust and loose concrete with compressed air and a stiff brush; pre-wet the foundation surface with clean water for minimum 2 hours before grouting — the concrete must be in a saturated surface dry (SSD) condition at the time of grouting — remove any standing water from the surface immediately before grouting but leave the concrete damp; position the base plate on the precision-levelled shim packs — the shims control the height and level of the base plate; ensure the shim packs are positioned to allow grout flow between and around them and are not blocking the grout entry point. Phase 2 — Formwork installation (1 day before grouting): construct formwork around the perimeter of the base plate to contain the fluid grout during pouring; the formwork must be: watertight at the bottom (seal to the foundation concrete with putty or foam rope); tall enough to extend 25 to 30 mm above the base plate bottom flange; fitted with a grout entry port (a 50 to 75 mm hole or opening) on one long side of the base plate for grout pouring — this is the head box or hopper side; open on the opposite long side (the vent side) to allow air to escape as the grout flows across under the base plate; the formwork must be rigid enough to resist the hydrostatic pressure of the fluid grout without deflecting inward — use plywood of minimum 18 mm thickness supported by timber bracing. Phase 3 — MC-Grout PF mixing: calculate the total grout volume required: base plate area (2.4 x 1.2 = 2.88 square metres) multiplied by average grout depth (foundation-to-base plate gap including shim height, typically 40 to 60 mm average) = approximately 0.14 to 0.17 cubic metres of grout; allow 15 to 20 percent additional volume for the head box and any grout loss; calculate the number of 25 kg bags required at approximately 22 to 23 litres of mixed grout per bag; mix grout in a mechanical drum or paddle mixer — add water first, then pour in the powder while mixing continuously; mix for minimum 4 minutes at slow speed to produce a lump-free, fluid consistency; do not add extra water after mixing — the water content is factory-optimised; test the consistency by the flow cone method before pouring — target 250 to 280 mm spread for free-flow application. Common error 1 — dry substrate: the most common grouting error on Indian industrial sites is grouting onto a dry concrete foundation without pre-wetting — the dry concrete absorbs water from the grout at the concrete-grout interface, reducing the w/c ratio at the interface, causing a weak, porous bond zone that allows the grout to debond from the foundation under machine vibration; pre-wet with water for 2 hours minimum before grouting, then remove standing water. Phase 4 — Grout pouring procedure: pour grout continuously from the head box side into the hopper or through the grout entry port; maintain a continuous head of grout in the hopper — do not allow the hopper to empty completely during the pour as this allows air to re-enter under the base plate; the grout flows by gravity and hydrostatic head from the entry port across and under the entire base plate to the open vent side; monitor the vent side for grout breakthrough — when grout appears uniformly across the full width of the vent side opening, the base plate void is filled; continue pouring for 5 to 10 minutes after breakthrough to ensure the grout head under the plate is fully pressurised. Common error 2 — non-continuous pour: stopping the grout pour midway (to mix another batch) and allowing the partially poured grout to begin setting before resuming — this creates a cold joint within the grout mass under the base plate; calculate the required grout volume before starting and have all the mixing completed before the pour begins — do not begin pouring until enough grout is mixed and ready to complete the pour in one continuous operation. Phase 5 — Curing and commissioning timeline: do not disturb the formwork for minimum 24 hours; remove formwork at 24 hours and chip away any grout fins or overflow; apply wet curing (damp hessian or polythene sheet) to the exposed grout faces for minimum 72 hours; cube test at 1 day, 3 days, and 7 days for strength verification; minimum strength for shim removal and motor alignment confirmation: 25 MPa (typically achieved at 1 to 3 days with MC-Grout PF); minimum strength for motor coupling, belt tensioning, and energisation under load: 55 MPa (achieved at 28 days) — do not energise the motor at full load before 28-day cube test confirms 55 MPa unless the motor specification allows load at lower grout strength. Common error 3 — premature loading: energising the motor at full load within 24 to 48 hours of grouting before the grout has achieved adequate strength — this causes creep deformation or cracking of the partially-cured grout, disrupting the precision alignment achieved during levelling. Space Arc Engineering supplies MC-Grout PF and provides grouting procedure supervision for industrial machine installation projects in Ghaziabad, Delhi NCR, Noida, and Uttar Pradesh — contact +91 9999155255 for pre-installation consultation and grout 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.

Get MC-Grout PF — Precision Fine-Grain Non-Shrink Cementitious Grout — Machine Base Plates, Column Base Plates, Anchor Bolts, and Structural Connections Requiring Full Bearing Contact and Zero Settlement — 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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