Potential Outcome: Incomplete reaction and insufficient rise in dry sections.
Adheseal Best Practice: Pre-wet the crack path (not flood) to ensure consistent contact water; select Accelerator “B” dosage to achieve reliable gel at site temperature.
Potential Outcome: Resin displacement before foaming, leaving leak pathways open.
Adheseal Best Practice: Increase Accelerator “B” to shorten start time, stage-inject from downstream ports, and reduce injection pressure to favour in-situ foaming and capture.
Potential Outcome: Unfilled voids and intermittent sealing.
Adheseal Best Practice: Tighten port spacing based on element thickness and water path behaviour; inject until adjacent ports show material or flow reduction is observed.
Active water is displacing materials during injection. You need reliable gel and rise before washout while maintaining penetration into hairlines.
Pump Mountain Grout Flexible as a single component and tune Accelerator “B” to 2.5% for rapid start (≈15 s) and completion (~65 s at 25 °C). Stage injections from downstream to upstream, keeping pressures modest so foaming locks the pathway.
Confirm pre-wetting on very dry sections. Continue until steady backflow or dampening appears at the next port.
Intermittent inflow and seasonal wet/dry cycling cause prior repairs to shrink and open up.
Specify Mountain Grout Flexible for its hydrophobic chemistry and closed-cell structure that retains volume through cycles. Dose Accelerator “B” ~1.25% for controlled rise (start ~50 s, complete ~4 min at 25 °C) to ensure thorough grout development around the penetration.
Map inflow points and port from least to most active. Validate seal by observing reduction in infiltration under normal head.
Multiple leak points with limited possession windows demand fast setup and predictable outcomes.
Single-component pumping streamlines plant and labour. Hydrophobic reaction tracks water to seal beyond visible defects, reducing call-backs and downtime.
Sequence teams by zone, standardise Accelerator “B” dosages per ambient temperature band, and document backflow/pressure response for QA.
Adjust Accelerator “B” in the base resin to tune reaction. At ~1.25%, expansion starts ~50 s and completes ~4 min; at ~2.5%, start ~15 s and complete ~65 s (all at 25 °C). Increase dosage for rapid, high-flow leaks; reduce for controlled rise on slow seepage or cooler conditions.
Yes. The hydrophobic formulation reacts on contact with water to foam and expand. Ensure at least minimal moisture is present along the crack path; pre-wet very dry sections to support consistent reaction without flooding the area.
Yes. The cured grout is a closed-cell, hydrophobic foam that retains physical form and is not prone to shrinkage under wet/dry cycles, supporting durable water cut-off in infrastructure exposed to seasonal changes.
Yes. Mountain Grout Flexible is pumped as a single component. Accelerator “B” is pre-dosed into the base resin to manipulate the reaction profile before injection to suit on-site conditions.
Typical cured foam shows density ~64 kg/m³ and elongation ~44%, supporting crack movement and service conditions. Water absorption is <1%, and the grout remains inert and non-toxic after cure.
Application / Use Case | Key Benefit | Primary Trades |
---|---|---|
Seal leaking cracks in concrete | Hydrophobic, closed-cell foam maintains seal through wet/dry cycles | Remedial waterproofers, civil contractors |
Stop infiltration at manholes and vaults | 30× expansion chases water paths to create a robust grout curtain | Asset maintenance, wastewater utilities |
Restore watertightness at construction/cold joints | Controlled reaction times ensure in-situ foaming before washout | Engineers/specifiers, remedial waterproofers |
Leak cut-off in tunnels, culverts, and dams | Single-component pumping accelerates mobilisation and throughput | Civil contractors, infrastructure maintenance |
Elevator pits and parking structures | Durable, inert, non-toxic seal for long-term service | Remedial waterproofers, facility maintenance |
Identify leak sources, map water paths, and select port locations to progressively intercept flow. Clean and seal around ports to contain resin during rise.
Start at the lowest/outlet point and work upstream. Mark damp areas for pre-wetting if required.
Use close spacing in thick sections and where flow paths branch. Prepare for staged injections.
Dose Accelerator “B” into the base resin before pumping to suit site temperature and leak rate.
~1.25% “B” for start ~50 s and completion ~4 min at 25 °C, promoting deeper penetration before rise.
~2.5% “B” for start ~15 s and completion ~65 s at 25 °C to minimise washout risk.
Pump as a single component. Begin from the lowest/most downstream port and progress sequentially to upstream ports.
Use modest pressures to favour in-situ foaming and prevent resin bypass.
Watch for backflow or moisture changes at adjacent ports; proceed once the path is saturated.
Observe leak reduction under the prevailing head. Remove ports and make good once performance is confirmed.
Confirm no visible inflow; monitor for rewetting after pressure equalises.
Record port sequence, dosages, and outcomes for asset records.
Wear chemical-resistant gloves, eye protection, and suitable workwear. Avoid skin and eye contact. Wash thoroughly after handling.
Use in well-ventilated areas. For enclosed spaces, ensure adequate airflow and follow confined-space protocols as applicable.
Store away from ignition sources. Although the product is non-flammable with a high flash point, follow standard chemical handling and storage practices.
Refer to the product SDS for full safety information and consult medical services after significant exposure.
Identify water path and install injection ports to intercept flow. Clean surfaces around ports for sealing. Pre-wet adjacent dry zones to ensure contact water without creating washout conditions.
Focus on water presence and correct port placement rather than primers.
Map seepage, clean fines, and ensure consistent moisture film. Use moderate Accelerator “B” to allow deeper penetration before rise.
Maintain steady injection and monitor for backflow at adjacent ports.
Port along joint line to intercept leak planes. Remove loose laitance at port faces and seal surface to contain resin during rise.
Select Accelerator “B” dosage based on inflow rate and temperature.
Expose annular paths, install ports to encircle the penetration, and ensure moisture contact along the path. Clean for seal adhesion around port collars.
Stage injections to build a complete grout curtain around the penetration.