Wind turbine foundation grout
A high-flow, non-shrink cementitious grout for onshore wind turbine baseplates and anchor cages where the approved design calls for an 80 MPa-class 28-day compressive strength requirement.
Recommended uses
Performance benefits
Technical data
“Requirement” is the stated acceptance threshold or range. “Actual result”, “typical value” and “published value” are not guaranteed minima unless the requirement column says so. Final acceptance must follow the approved TDS, report, test method and project conditions.
| Property | Minimum / specified requirement | Typical / reported value | Test method / source |
|---|---|---|---|
| Compressive strength - 1 day | ≥30 MPa | Actual result37.2 MPa | Independent type test; JC/T 986 and referenced methods |
| Compressive strength - 3 days | ≥50 MPa | Actual result57.6 MPa | Independent type test |
| Compressive strength - 28 days | ≥80 MPa | Actual result84.9 MPa | Independent type test |
| Initial flowability | ≥290 mm | Actual result310 mm | Independent type test |
| 30-minute flowability | ≥260 mm | Actual result280 mm | Independent type test |
| 3-hour vertical expansion | ≥0.02% | Actual result0.05% | Independent type test |
| 24-hour minus 3-hour expansion | ≥0.02% | Actual result0.03% | Independent type test |
| Static compressive elastic modulus | ≥45 GPa | Actual result45 GPa | Independent type test |
| Freeze-thaw grade | ≥F300 | Actual resultF300 | Independent type test |
| Chloride ion content | ≤0.06% | Actual result0.041% | Independent type test |
| Bleeding | 0% | Actual result0% | Independent type test |
Project approval input
A technical recommendation is only as reliable as the project information supplied with the enquiry.
Foundation, annulus, segment joint, duct or blade bond-line drawing.
Gap, section, lift height, net material volume and contingency.
Strength ages, flow, modulus, bond, fatigue, durability and test methods.
Material, water, substrate and ambient temperature plus exposure conditions.
Mixer output, pump, hose diameter, distance, access and standby capacity.
Batch cycle, working time, continuous-placement plan, curing and release point.
English technical data sheet
Prepared from the supplied Sino-sina Building Materials Co., Ltd. product manual. Requirements are kept separate from published or reported values. Use the current controlled document and project specification for final approval.
Independent test evidence
Values in the reported-result column were transcribed from independent laboratory reports supplied by Sino-sina. Public material retains Sino-sina Building Materials Co., Ltd. and, where positively verified, the testing institution and report reference; project/client identities, personnel, signatures, stamps, QR codes and contact addresses are omitted.
Photographed field method
These upright site photographs document controlled mixing, secondary grouting around the anchor system and the completed load-transfer zone. They support the method statement; they do not replace the approved product TDS or project inspection plan.
Open the installation guide
Related materials
Wind turbine foundation grout
Wind turbine foundation grout
Wind turbine foundation grout
Technical enquiry
Include the wind structure and connection drawing, geometry or bond line, volume, specified performance, temperature, standards, installation window and equipment.