Basements and Underground Structures
Spray on prepared concrete for a continuous external waterproofing layer, with drainage or protection board selected for the buried assembly. Resolve substrate moisture, joints and penetrations before spraying.
A two-component, cold-sprayed rubber asphalt system for large areas and complex waterproofing details. Component A is a modified rubber-asphalt emulsion; Component B is a separate coagulant. They meet during spraying and gel rapidly. Plan the matched A+B supply, spray equipment, design thickness and protection layer together.
Typical Applications
Dedicated dual-feed, two-nozzle spray equipment
For project-specific pricing, send your technical requirements and destination port.
Spray quick-setting rubber asphalt is a two-component waterproofing system. Modified rubber-asphalt emulsion and coagulant are fed separately through specialist equipment and contact each other during spraying. The rapid gel helps the liquid stay on vertical and irregular surfaces; the finished layer must still be built to the specified thickness and allowed to dry before follow-on work.
For a procurement team, the key distinction is between buying material and buying a workable project supply. The A and B quantities, pump configuration, working ratio, substrate preparation, detail reinforcement and protection course all affect the installed result. A quote that omits those items cannot be compared fairly with another waterproofing system.
Technical indices include ≤5 seconds for gelation and ≤24 hours for hard drying, alongside ≥1000% untreated elongation, ≥85% elastic recovery, 0.3 MPa / 30-minute watertightness and 120 ± 2°C heat resistance. These figures guide specification review; project documents and current supply details should be aligned before site acceptance.
Spray on prepared concrete for a continuous external waterproofing layer, with drainage or protection board selected for the buried assembly. Resolve substrate moisture, joints and penetrations before spraying.
Mechanized spraying follows changes of plane, recessed areas and service entries where sheet cutting and lap management become labor-intensive. Detail reinforcement remains necessary where the design calls for it.
A continuous layer can be specified beneath an approved roof finish or protection course. Permanent outdoor exposure requires a separately verified exposed-roof system; rapid gel alone is not evidence of UV durability.
Potential use in engineered channels or basins depends on the project water chemistry, immersion conditions and approvals. Potable-water contact and chemical resistance need project-specific evidence.
The liquid components remain separate in storage and delivery lines, then contact each other as the two spray fans intersect. This makes equipment setup and ratio control a quality checkpoint for every project.
The two time figures answer different site questions: initial gelation and subsequent hard drying. Keeping them distinct helps contractors schedule protection and inspection without treating a newly gelled film as fully ready.
Untreated elongation is ≥1000% and elastic recovery is ≥85%. These are material indices; actual installed performance still depends on detail design, substrate adhesion, thickness and protection.
Nail-rod watertightness and bond strength on dry and moist bases are included in the technical indices. Site acceptance should also check overspray, voids, junctions and the continuity of the finished coating.
Two-component spray rubber-asphalt performance indices
| Test Item | Unit | Test Condition | Project Index |
|---|---|---|---|
| Solid content | % | Minimum | ≥55 |
| Gel time | s | Maximum | ≤5 |
| Hard drying time | h | Maximum | ≤24 |
| Heat resistance | °C | No flow, slip or drip | 120 ± 2 |
| Water impermeability | MPa / min | No seepage | 0.3 / 30 |
| Bond strength | MPa | Dry and moist base | ≥0.40 |
| Elastic recovery | % | Minimum | ≥85 |
| Nail-rod watertightness | — | Penetration test | No seepage |
| Low-temperature flexibility | °C | Untreated, no cracking | −20 |
| Low-temperature flexibility | °C | After alkali, acid, heat or UV conditioning | −15 |
| Tensile strength | MPa | Untreated | ≥0.80 |
| Elongation at break | % | Untreated | ≥1000 |
| Elongation at break | % | After alkali, acid, heat or UV conditioning | ≥800 |
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Define the substrate, design dry-film thickness, detail reinforcement, protection course and acceptance checks. Confirm that this A+B system is specified for the intended location.
Remove loose material, dust, oil and standing water; repair unsound areas and mask adjacent finishes against overspray. Confirm substrate moisture and primer requirements for the selected project.
Use dedicated dual-feed equipment. Check separate A/B lines, pressure, spray-fan intersection and the working component ratio against the supplied application instructions. Trial-spray and inspect gelation before starting the field.
Treat corners and penetrations first, then spray the main area in controlled overlapping passes to the design thickness. Check continuity and let the film reach the required stage before protection, traffic or backfill. Clean equipment by the approved procedure.
State the project area, target thickness, spray equipment model and destination port. Confirm component ratio, pail or drum sizes, total quantities and shipment arrangement in the quotation.
Ask for grade-specific technical and safety documents, component identification, equipment settings and project test requirements before site work.
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