As professional road maintenance equipment, crack sealing machines can process various crack types based on morphology, width, depth, and cause. Each type requires specific construction techniques and technical parameters:
| Crack Type | Width Range | Technical Requirements |
|---|---|---|
| Micro-cracks | 1-3 mm | Low-viscosity modified asphalt (penetration 60-80) |
| Medium cracks | 3-6 mm | Standard sealing process, material temp. 180±5°C |
| Wide cracks | 6-25 mm | Pre-fill with aggregate (3-5 mm particle size) before sealing |
| Extra-wide cracks | >25 mm | Requires grooving (recommended V-cut) |
1. Load-Induced Cracks
Longitudinal wheel-track cracks: High-pressure injection (working pressure ≥0.6 MPa).
Alligator cracks: Requires crack welding techniques.
2. Non-Load Cracks
Thermal shrinkage cracks: Recommend elastic sealant (elongation ≥300%).
Reflective cracks: Use polymer-modified asphalt (softening point ≥90°C).
3. Construction Joints
Joints with ≤5 mm elevation difference: Direct sealing.
Joints with >5 mm elevation difference: Milling and leveling required before treatment.
1. Linear Cracks
Single straight cracks: Standard sealing process.
Branching cracks: Seal from main crack to branches in reverse direction.
2. Network Cracks
Mild network cracks (<2 mm): Fog seal + crack sealing composite process.
Severe network cracks: Partial excavation and repair required.
3. Block Cracks
Concrete slab joints: Recommend polyurethane-based elastic materials.
Edge cracks in repaired areas: Requires grooving and anchoring.
1. Water-Seeping Cracks
Pre-treatment: Blow-dry with compressed air (0.4-0.6 MPa).
Rainy season: Use quick-setting emulsified asphalt (initial setting <15 min).
2. Active (Moving) Cracks
Displacement >3 mm: Requires silicone-based sealant.
Equip with specialized nozzles (stretch rate ≥50%).
3. Deep Cracks
Depth >50 mm: Layered sealing (20-30 min interval between layers).
Subgrade water seepage: Pre-embed drainage fiber rods.
| Crack Type | Recommended Material | Construction Temp. |
|---|---|---|
| Low-temperature cracks | SBS-modified asphalt | 190-200°C |
| High-temperature cracks | Rubberized asphalt | 170-180°C |
| High-traffic cracks | Epoxy-modified material | Ambient temperature |
| Concrete pavement cracks | Polyurethane sealant | 120-140°C |
Unsuitable Cases:
Cracks with structural damage (base failure).
Edge spalling area >30%.
Insufficient pavement strength (deflection >0.4 mm).
Quality Standards:
Filling fullness ≥90%.
Material penetration depth ≥80% of crack depth.
No continuous voids detected in longitudinal seam inspection.
Note: According to *"Technical Specifications for Highway Asphalt Pavement Maintenance" (JTG 5142-2019)*, high-precision crack detection (accuracy 0.1 mm) is required before sealing. If traffic must resume within 2 hours, apply anti-stick sand layer.